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PletW.SseOrant Cogsge le supportedhy awed of the Officeof SeeOrant, NationalOceania aad AtrnoepherieAdmlnletradon, U4. Depert- raentef Cetmmrm,grant nwahw NAESAA-~, underprovisions of the Natkmef8ee GrantCogege and ProgramsAot of 1888. This hdenaatlaals pehlldtedhy the SeeOrant Eatenekm Proipam wideh funatlons as ~ componentof the Florida CooperativeEatenslon Ssrvtse. JehuT. ggaeste,dom, In mmduetlngCoeperadve Extension work in Agriculture.Home Eoonomies, and ggerineSeieneee. State of Fkrride.U.S. gttpartnrsntef Agrharlture,UA Qspartmentof Commerse,and Soerdeof County Commiesloasm,cooperating. printed end dlstrlhutedIn ferdsemnseof the Acts of CengrWsof Stay 8 aadJune 1 1,1814. The Florida See Orant College h anEqual Employment Opportunity-Affirme- ~ eeAetkm employeraatharlmd m 'yrow4h~h, edaoatloaalkrformadon and other earvtaeeonly to individualsand InstNutlomthat ~ aoettenwithout Nacrd ta ress,eaktr, eea, or nationalorigin. I NTERNATIQNAL CONFERENCE
DN
DESIGN, CONSTRUCTION,AND OPERATIONOF
COMMERCIAL F I SHING VESSELS
Sponsored By:
Florida Sea Grant College Program Society of Naval Architects and Marine Engineers, Southeast Section Florida Institute of Technology College of Science and Engineering: OceanEngineering Program
Held At:
Florida Institute of Technology
Edi ted By: John C. Sainsbury Thomas M. Leahy
Sea Grant Project No. IR/84-6 Grant No. NA 80AA-D-00038
Report Number 67 Florida Sea Grant College May 1985
Price: $10.00 ACKNOWLEDGEMENTS
SPONSORS: Florida Sea Grant College Society of Naval Architects and Marine Engineers, Southeast Section Florida Institute of Technology, College of Engineering: OceanEngineering Program CONFERENCEGENERAL CHAIRMAN: Dr. JohnC. Sainsbury,Professor Chairman, Ocean Engineering Program, Florida Institute of Technology, Melbourne, Florida 32901, USA
CDGRDI NATI NG COMMITTEE: Tom Col 't ins, Desco. Marine Inc. St. Augustine, Florida Norman, DeJong, DeJong 4 Lebet Inc. Jacksonvi 1 le, Florida Peter Hjul, Editor, Fishing News International, London Leigh Taylor Johnson, Florida Sea Grant Andrew Lebet, DeJong 4 Lebet Inc ., Jacksonville, Florida Gordon MacAlister, MacAli ster, El li ott h Partners . Lymington, UK James Penni ngton, St . Augustine Seafood Co ., St. Augustine, Florida Commander William Remley, U.S . Coast Guard, Jacksonville, Florida John W. Shor tall ! II, University of South Florida, Tampa, Florida: Chairman, SNAME Southeast Section Donald Sweat, Florida Sea Grant
STAFF: Reception: Ann Sai nsbury . Carole Shortal 1 Assistants: Douglas Garbini, Michael Torchia Secretary: Oeborah Kearse FOREWORD
This publication is a collection of papers accepted for presenta- t1on at the International Conferenceon Design, Construct1on and Operation of ConanercialFishing Vessels. Forty papers are included; One of these "Developmentof a Sail Assisted FRPFishing Canoefor the Comoros"by Tokuzo Fukamachidid not arrive in time for presentation at the Conference,but is considered to be of sufficient importance to be included in this collection.
There were 112 registrants from eighteen countries at the Conference. That and the generally high quality of the papers given confirmed that the time was right for a techn1cal meeting of naval architects. shipbuilders, fishermen, economists and other social sc1ent1sts, governmentand inter- national officials, in order to update developments in the field.
This had not occurred in such a generalized manner since the third and last World Fishing Boat Conference organized by the U.N. Food and Agriculture Organization in 1967. That series of conferences led to steady and marked developmentin the technology of fishing vessel design, construction and operation, and 1t was fitt1ng that Jan-Olof Traung, organizer of those Conferencespresented a paper here which traces fishing vessel improvements since 1950 and looks to the year 2000.
During the past ten years, rapid changes have occurred worldwide in the economic climate surrounding fisheries and fi shi ng operati ons due to factors such as ExtendedJurisdiction and the energy crisis . As a result fishing vessels are presently in a phaseof rapi d developmentand change,especially i n terms of energy consumptionand fi shing systems to meet the changing situation. This collection of papers is illustrative of the changes occurring, e.g., the return to sails as a means of reducing fuel consumption, the increasing extension of oil product1on into fishing areas, and the effect on f1shing industry operations of changing demands for waterfront use. Conferenceparti c1pants were asked to vote for the best paper each day, and for the best student paper. The three best papers in the overall category were: "Fishermenand Oil MenWorking together in the North Sea" by Alan Wilson, "A Rev1ewof SomeRecent Stab1lity Casualties Involving Pacific NorthwestFishing Vessels" and "ModelTests of DynamicResponse of a Fishing Vessel" both by Bruce Adee, and "Particular Needsof Fishing Vessels for Use in The DevelopingWorld" by Alejandro Acosta, Theophilus Brainerd, Bambang Pr1yono,Norbert Simmons,and RajapaksaDon Warnadasa . Best StudentPaper awardwent to DouglasMcGuffey who presented the paper "Effect of Loadingon F1shing Vessel Stability - A Case Study".
In order to bring within boundsthe invnenseamount of material contained in the original papers, it has been necessaryto undertakesome edit1ng. In undertaking this task, 1 attempted to ma1ntain the authors' text and removeonly supporting mater1al and illustrations which did not appear ta be essential. However, I am sure that some authors will be disappointed; to them apologize, and accept full responsibility, emphasizing only the necessity of reducing the material to a publishable amount.
111 TheConference itself wouldnot havebeen possible without the supportof the sponsoringorganizations, and the dedication and hard workof the coordinatingcommittee and conference staff. all of whomare listed else- where. Weowe them a special thank you. Theauthors, sessionchai rmen, and the participants were the flesh and backboneof the wholeaffai r, andwere the ingred1entsof the successwhich they achieved so well. My thanks to them all. I wouldespecially like to acknowledgethe work of TomLeahy, Directorof Coneunicationsand Publ1cations for the Florida SeaGrant College Program.It 1s mainlythrough his efforts that publicationof thesepapers has materialized.
John C. Sainsbury Conference General Cha1rman Florida !nstitute of Technology Melbourne, Florida May 1985 TABLE OF CONTENTS"
Foreword.
PART I -- FISHING VESSEL DEVELOPMENT
Changesfn the World Fisheries Situation and Vessel Need -- The Past Twenty Years. Peter Hjul...... ,, . 2 50 Years of Improvementsin Fishing Vessels -- from 1950 to 2000. Jan-Olof Traung.
Written Contribution, Bruce Culver 20
PART II -- FISHING VESSELOPERATIONS
Waterfront Use Conflicts and Their Effect on Corrrnercial Fishing Operationsin Florida. Leigh Taylor Johnson. A SimpleMethod to DetermineOptimum Vessel Speed. George A. Lundgren. 33
The Developmentof an Off-Bottom Shrimp Trawl. Clifford A. Goudey. 43 Evaluation of Koyama'sEquation for Estimating Trawl Net Resistance. M. Orianto, T. Tongprasom,R. Latorre. 53 Fishermenand OilmanWorking Together in the North Sea. Alan Wilson. 63
Computer Applications in Midwater and Bottom Trawling. J. Douglas Dixon . 79
Written Contributions. S.M. Calisal, Christopher Tupper, Cliff Goudey. PARTIII -- FISHINGVESSEL DESIGN AND CONSTRUCTION
Fishing Vessel Design Curves. W. Brett Wilson. 94 Weightand Kg Estimates for Ferro CementFishing Vessel. Hulls. B. Pickett, R. Latorre. 112
HydrodynamicDesign of Tuna Clippers. R, Adm. Pascual O'Dogherty, Miguel Moreno, ManuelCarlier, ManuelO'Dogherty.. 121 AddedResistance of Fishing Vessels in HeadSeas. Stephen R. Judson. 14D The Effect of Variations in Major Hull Parametersof Fishing Vessels UponOi rectional Stability. W. Brett Wilson...... 152 Fishing and Ship Motions -- Design Considerations Basedon Observations of Operations. Christopher N. Tupper. 169 A NewApproach to the Problemof Sheathing WoodenHulls. Bill Seemann. 177 Potential for AdvancedBrayton-Cycle Engines for CoIimnercial Fishing Vessels. David Gordon Wilson. 185 Transportation Efficiency Data DevelopmentUsing a High Sensitivity Loran"C" ReceiverOutputted to a CPUBased Energy ConversionInstrumentation and Information ReductionSystem. Hendrick W. Haynes. 199
Written Contributions. N.T. Riley, Cliff Goudey. . 204 PART IV -- FISHING VESSEL SAFETY
Analysis of U,S. Comercial Fishing Vessel Losses -- 1970-1982 LCDR Tony E. Hart, Frank Perrini. 206 A Reviewof SomeRecent Stability Casualties Involving Pacific Northwest Fishing Vessels. Bruce H. Adee. 217
legal Aspects of Fishing Vessel Safety. Robert R. Hyde. , 238 Fishing Vessel Safety in the U.S.A. What are we Doing? Robert J. Shephard. . 256
Fishing Vessel Intact Stability Criteria and Compliance due to Variation in Vessel Dimensions. Philip M, Read, R. Latorre . 261
Model Tests of the Dynamic Response of a Fishing Vessel. 8ruce H. Adee, Feng-I Chen . 273
The Effect of Loading on Fishing Vessel Stability: A Case Study. D.B. McGuffey and J.C. Sainsbury . 289 Written Contributions. Bruce Culver, Cliff Goudey, N.T. Riley, Robert Hyde. 311
PART V -- SAIL-ASSISTEO FISHING VESSELS
Designs for Wind-Assisted Conmercial Fishing Vessels. John W. Shortall III. NA. . 316
Design Overview and Econoaic Analysis of the Aquaria 38 Sail-Assisted Fishing Vessel, David A. Olsen, Frank Crane, Rob Ladd. . . . . 323
Performance Measurements of a 25-Foot Sail-Assisted Fishing Vessel. Richard D. Sewell, John C. Sainsbury. 336
Rotor Propulsion for the Fishing Fleet. Kenneth C. Morisseau. 344 Further Developmentof the TunnyRio. E.w.H.Gifford, C. Palmer, 360 A Microcomputer-BasedInstrumentation Package for On-BoardWind- Assist Measurements. Jeffrey Zenoniani, John W. Shortali III 378 Designand Testing of a Fishing VesselWith CombinedMotor/Sail Drive f'or the Artisanal Small Scale Fishery of Sierra Leone. K. Lange. 388 A ProgressReport With Special Reference to a 30.5M Fishinq Catamaran. John G. Walker. 391 Easily HandledRigs for FishingVessel Sail Assist,Frank MacLear. . 401
'Written Contribution. Gunnar C.F. Asker.
PARTVI -- INTERNATIDNALAND SMALL-SCALE FISHERIES Comparisonof Operational Economics for VesselsWorking From Three WestAfrican Ports. John C. Sainsbury. 41Z Appropriate Designsfor Fishing Craft in Bangladesh. R.R. MacAlister, C. Eng. Mrina. 4Z3 Particular Needsof FishingVessels for use in the Developing World, Alejandro Acosta et al 433 Developmentof a 4B-FootMulti-Purpose Fishing Vessel: A lZ-Year Retrospect by the Builder. H. Lee Brooks. 445 EnergySaving and Rig Developmentfor Artisanal FishingBoats. E. W.H. Gifford, C. Palmer. 45e
Changeon the Chesapeake. DonaldW. Webster. aya Developmentof a Sail-Assisted FRPFishing Canoefor the Comoros. Fukamachi Tokuzo, NA.
APPENDIX
ConferenceParticipants 493
*Statetatementscontained herein are the private opinions andassertions of thewriters and should therefore notbe construed asreflecting the view areof the affiliated.sponsors, norof any other organization withwhich the writers Thefollowing resolutionwas approved unanimously by delegates to the Conference:
"THIS CONFERENCEWISHES TO GOON RECORD AS RECOGNIZINGTHE URGENT NEEDTO REDUCEFISHING VESSEL CASUALTIES RESULTING FROM PROBLEMS DURING OPERAT ION. THEREIS ANURGENT NEED FOR BETT'ER UNDERSTANDING OF VESSEL BEHAVIORUNDER REALISTIC SEA CONDITIONS, AND APPLICATION OF KNOW- LEDGETO THE OPERATING PROFILES OF INDIVIDUAL FISHERIES AND VESSELS. IT IS RECOMNENDEDTHATPRIVATE, PUBLIC, AND COMMERCIAL SECTOR GROUPS, TOGETHERWITH THE UNIVERSITIES, RESEARCH AND EXTENSION AGENCIES INCREASE MARKEDLYTHE LEVELS OF EFFORTAND INTERACTION IN THIS AREA. IN PARTIC- ULARTHIS WILL REQUIREINCREASED LEVELS OF FUNDING THROUGH INDUSTRY AND SUCHAGENCIES AS SEAGRANT, COAST GUARD, AND N.N,F.S." PART I
FISHING VESSELDEVELOPMENT CHANGESIN THEMORLO FISHERIES SITUATION AND VESSEL NEEOS
THE PAST T'WENTY YEARS
Peter Hjul Editor Fish1ng NewsInternational Landon
Abstract
Awareness'of newand previously underused resources, together with severaltechnical innovations caused a "revolution" 1n f1sher1esduring the years 1950 to 1970. Catches rose by five to six percent a year and estimates of end-of-centuryproduct1on suggested a harvest of over 120 mill 1on metr1c tons. However, ri si ng catchesput pressureon many stocks, and this, together with the widespreadclaims to 200-mile limits andsoaring fuel andother costs. halted the rapid growthi n production. There remainsa need to f1nd around100 million tons of food fish a year by 2000, doublethe present supply. This will require further efforts to f1sh under-ut111zedspec1es, to assist Third Worldcountries make the best use of their resources,and to get more from fish and shellfish already being caught.
The fishing revolution
The original i ntent of th1s paper had been to review the momentous developmentsin the world's commercial sea fisheries aver a period roughly spann1ngthe Third FAOFishing Boat Congressin Gothenburgin 1965 and th1s conferencehere today. For the author, 1t wasa convenient period as he went to Gothenburgsoon after taking up an appointmentin 'Londonas editor of Fishin N wsI t ationl. Qn reflection, howeverthat conference,i mportant g rk a beginning nor an end in fishing boat design construction, or use. It did, in fact, take place when some of the mast vital changes in the way we seek and catch fish were still in progress, or were just beginning.
Jan-Olof Traung, the organizer of the Seri es of Mater Fishing Vessel Conferences, sensed th1s whenhe planned a Fourth Boats Congressfor 1971; but by that time the Food and Agriculture Organization 1tself was changing and those in charge of f1sheries were looking ta other types af conferences. The major one to assess the state of the world's f1sh resources and the pressures on them took place in Vancouver in 1973, and a repetition appears planned through a monster FAO Meeting on Fisheries Management and Oevelapment to be held in Rome at the end of June, 1984. However, there 1s unl1kely to be much practical talk there of vessels . rm thods . processes or products . For an opportunityta examineessential aspectsof the f1shing industry and 1ts future, we have to thank people and those whothey persuade to comeand share their technical knowledge. In h1ndsight, the world-wide fishing industry appearsto haveexpe- rienced a revolution, which, like that of Francein the 18th Centuryor if Iran today, wasno suddenturnaround but rather a protracted sequenceof drastic and tr aumat1c changes.
An exampleof these to comewas to be found in 1948in a village called Laaiplek on the WestCoast of the CapeProvince 1n SouthAfrica. Fishing in the Capehad been transformed by the discovery that a small pelagic f1sh called the pilchard could be caught in great quantities for cann1ngor for reduct1on into readily saleable fish meal and oil. The industry there was at the beginning of a boomthat would for a wh1le put South Af'rica amongthe top fishing nations. Laaiplek, once a bleak conlaunfty of fmpoverished fishermen, was the site of one of the new factories. !t was a time whenpeople still believed the sea to be "inexhaustible": with 1ts fish and shellfish just waiting for the enterpri s1ngexploiter. To help 1t do th1s, the companyat Laaiplek had called in expert help from the sardine industry of Californ1a. Three Neptunemechanical packi ng lines for Al tells and a new Enterpri se fi sh meal plant revealed the Americanexperience in this kind of fishing. It also revealed two other thi ngs that presagedthe comingrevolution in fisheries.
Fi rst, the American involvement reflected the concern in California over a decline in the sardi ne pilchard! catches - the f1 rst of manydramati c collapses that wouldbe blamed perhapsnot entirely correctly! on over- fishing. Californ1a wasto be one of the early post-war s1gnsthat the sea wasnot inexhaustible andthat care had to be exercised in managementof precious resources.
Second. w1th all the evi dence of abundantstocks of pilchards andjack mackerelwait1ng to be exploited, SouthAfricans were eager to try anthing that wouldget themthe biggest catchesin the shortest poss1bletime . Thetop boat then feed1ngthe factory wasa woodenhull lamparaseiner, newlybui lt for about$11,000. Her net wasworked by hand,with the help of a crude mechanicalwinch and pulley . The net wasmade of natural ffbre, and a haul in ft of 37 tons was talked about up and downthe coast. There was no radio nor anyother instrumentin the wheelhouseother than a magnetic compass. Nav1gation was usual'ly by si ght of landmarks on the shore. Rut: the boat dfd boasta newCaterpillar 80 hp engfne, oneof the first of manyto be 1mportedto power the growing fleet of Southern Afri ca. FromLaaiplek and nearby Vel ddrif, the pflchard boomwas reaching 600miles north to Walv1sBay in SouthWest Africa nowNam1bia !. Boatsgrew quickly to 50, to 60 and 70 ft. All the time 1n those and manyother emergingfisheries, the status of the fishermenwas changing and so wasthe industry's attitude to its equipment 'and its boats.
Britain, France, Japanand other f1shing nations whosefleets had been devastatedby war or forced to starid still for years were do1ng morethan just replacing vessels. Theywere also experimentingwith new types. newgear and new ideas.
In addition-to someremarkable recoveries, and a few steep decl1nes, the 1950's sawanother aspect of the revolution - the emergenceof fisheri es and fish1ng countries starti ng almost from nothing. Peru wasa boom1ndustry more on the SouthernAfrican pattern. There wasvery little there on whichto base any k1ndof fishi ng acti vity . The Peru catch fn 1938was 23,000 tons. At the beginn1ng of the anchovetasur ge i n 1958 it was235,000 tons. By 1970, it had soaredpast ten milli on tons a year and was to peak soon after at 12.5 mi'lli on tons. There were then some 1500 purse sei ners supplying more than 100 meal plants. Aboard the boats were fishermen and even skippers who, until the boom, had never even seen the sea, let alone moveout onto it. Peru wasthe world's largest catcher 'bythe end of the 1960's, followed by Japan, and then by another newcomerto the f1shing top league.
Like Poland and other Eastern European neighbors, Russia does not have a large coastal sea f1 shery resource . Her developmentresulted from a deliberate decision in the mid-1950s to obta1n protei n from fish by sending ships out to work distant stocks that were then still readi ly avaiable.
Russia, Peru and the expanding industries of Iceland, Nor~ay, Canada and Japan, were leading the fishing revolution because they were making use of resource opportunities partly by goi ng out and f1nding them, but also becausesignificant advances in the techniques of fish finding, nav1gati on, vessel desi gn and construct1on including use of materials such as GRP!. in gear materials and handling, and in processi ng and preservation enormously increased their hunting capacity.
Further, the revolution was a response to an increasing demandfor fish, and to an effort to assist developing countr ies make use of it as a nourishing food and an export earner. But it was the advances in technology that made it all possible.
It is possible to mention only the most obvious of these profoundly significant technical developments of the 1950s and 1960s:
1. The British experiment with the stern tra~ler and with freezing at sea. From the Fai rfree tr1als of the late 1940s, the Salvesen Company in Scotland planned~andbuilt its three Fairtry factory trawlers. Notonly did theseships demonstrate the advantagesof trawlingfrom the stern- they also pointed the wayto hull arrangementsthat would accommodateprocessing machines and freezers in a factory deck. Sincethe 1920s,Rudolf Baader of Luebeckhad been devising machines,compact and provedby tests in shore factori es, that were becomingavailable just:at the timeof the sterntrawler experiments . Togetherwith thehorizontal and later the verticalplate freezers, they madeit possibleto take a factory and a freezing plant andcold store out to sea. Althoughthe Fairtrys enjoyedonly a brief periodof profitability, the ideaquic~ycaug t on in countriesseeking ways of gettingtheir fishermento distant resources. Russiawas one of the first, with an order placed in Mest Germanyfor 24 ships very similar to the Fairtr s. By the time of the Gothenburgconference, Britain andRussia a een joi ned by Japan,Poland, East Germany,Nor~ay and Spainas operators of stern trawlers. Theheydays of the ocean-roamingfish factories havebeen compared to the age of the dinosaurs in the sensethat they markedthe upper extremein size andcapacity in the industry. If the high-performance processortrawler or big purse seiner wasthe Tyrannosaurusrex of this brief era, the meal factory ship wasthe gluttonousBrontosaurus. Twosuch ships were allowed by SouthAfrica to workfor aboutthree yearsat the endof the 1960soff the coastof Namibia. They haddaily capacitiesof 2000and 2500tons exceededlater by the 3000tons of a Norwegianship, the Norglobalj. In 1968,the factory ship Suider krui s and workedby eight crew. The top boats were catching 30,000tons of pilchards a yearand their crewswere said to be amongthe world's richest fishermen. In 1968 and again in 1969, the owners of the Suiderkruisreported profits of morethan 1 millions pounds. By the early 1970sprotests f'rom the shoreforced the factories out. Theywent north to MestAfrica where they were joined by the Norglobal andthe Astra, also fromNorway. But the fishery of Namibiacarries the SCaraaoheir pillageand the yearly haul Of pelagiCSChOal fiSh is still less thana tenthof whatit wasin the yearsjust beforethe factory ships arrived. Z. Floatingfactories such as these meal ships were able to getconsis- tent large suppliesof fish partly dueto inventionof the Po~erBlock andbecause of the introductionof syntheticfibres to netting. NarioPuretic's power block for purseseines in 1953and its applica- tionnto fishing by the tglarcocompany of Seattleranks among the most significant of all technical innovationsin fisheries. MhenPeter Schmidtof Marcovisited Southern Africa in the 1950snot longafter hiscompany hadintroduced Puretic's block to salmonseiners working out of puget Sound, even b1gger applications were being madein Iceland. Soonthe powerblock in conjunctionwith the lighter and stronger synthetic fibre nets was to turn the ailing pole and line tuna clipper of California into the h1ghly prosperous purse seiner. The excessesin fishing that ruined the stocks off Nanribia, that still threaten the'tunas. and whichhave madethe purse seine the mostfeared of all man-madepredators of fish should not detract from the inventive geniusof puret1c and the developmentflair of Schmidt and Marco. Their combinat1on provides a classic study of RkDin the fi sh1ng industry.
Along with the powerblock andthe nylon nets, shouldalso be linked the work of applying hydraulic powerto hauling machinery . In particular, this developmentextended high-capacity fish1ng to even the smaller boat and is today an important feature of the compact,multi- purpose vessels extensively used by i ndustries operati ng withi n thei r 200-mile lim1ts.
3. The novel 1dea that the electrically generated sound pulses and echoes of the ear'ly depth meters might be used to locate fish was be1ng tested in the 1930s. In Britain herring dr1fer skipper Ronnie Balls began getting 1 nteresting results from a set in his boat the Violet 5 Rose .
the later 1940s. By the 1950s the fish finding echo sounder was quickly becoming an essential aid to catchi ng.
A logical offshoot from th1s development was the appli cati on of si de and forward probing asdic to fishing in the form of sonar. A number of countries parti ci pated in this but the early commercial drive was by Simrad of Norway.
kith sonar even more than up-and-down echo sounding, interpretation of the echoes was for years dependent on the skills of the skipper in reading the signals. Now, with microprocessor technology, the modern fish finding sonars and sounders "think" their way through all that their high-performance transducers pick up from the sea. Fish spotting has becomea prec1se operat1on with the boat able to use its instru- ments to garget ri ght onto its quarry.
Other instruments have been part of the fish1ng revolution- posit1on fixing Decca Navigator, Loran. Omegaand now satnav; radar; weather facsimile recorders; gyro compassesand autopilots; and all the advances in radio corrlrrunications. The wheelhouse of a modern fishing boat is as instrument packed as that of a warship, and more than that of the average merchant ship. The fishing skipper has becomea skil led and enterprising user of electronic aids. 4. The fishing echo sounderand sonar were to play an important role in the 1960s in the trials leading to the one-boat mid-water or pelagic trawl. This workwas undertaken from West Germany by a teamled by Dr. JoachimScharfe. BetweenJune 1959 and October 1968, 43 trial trips in cormrrercialand research ships showedthat big nets tawedby ships with suffic1entpower between the seabottom and the surfacecould take huge hauls of shoaling species such as the herring. Oneearly successwas an increase in the West.German herring catch from 18,000 tons in 1964 to 93,000 tons, 93 percent caught in pelagic trawls. Oneof the mostrecent applicationsof mid-watertrawling is to f1sh the concentrated shoals of small blue whiting as they migrate in the winterand early spr1ngto the westof the Brit1shIsles. Norwegian trawler/purseseiners now take around 1804000 tons of bluewhiting a year fishing down to 600-800 fathoms. Anotherapplication has beenby German,Polish andother trawlers test fishing for the small crustaceankrill in the SouthernOcean. With the stern trawler design,synthetic fibre nets andimproved gearhandling machinery, the attractionsof distantwaters encouraged the building of larger and larger ships. Biggestof all wasprobably the Russianprototype class Gori zont, 364 ft. 'long and7000 hp. In regular service a11over t7eewor are the East Germanbuilt Super-Atlantiks,335 ft. longwith a claimed processi ng capacity of 125 tons . Fromitaly camea 352 ft. super-trawlerof 4000hp with four Baader 11nesfor filleting her catch. Shewas bought last year by a Faroe islandcompany and is nowbeing employed fishing for bluewhiting which is processedaboard into mincedproduct for use in fish sticks. 5 .Improvements and1nnovati ons 1 nhandling the catches and in processing andpreserving them contributed to the f1shingrevolution . Apart fr om the processing machines and the plate freezers,they included plastic boxeswhich have encouraged the trend to box1ngcatches at sea; compact and economicice-making machines; advances in ref'rigeration to increase opportun1ties for deepfreezing and chilling-smoking plant suchas the Tarrykiln; shipbornemeal plants; shore meal plants with stickwater evaporators and other devices to extract the maximumyield from industr1alfish; andpelleted and powdered bulk mealtransport and storage.
Ra id increase in catches Onevery noticeable effect of this revolutionwas the rise yearby year1n catches, reported to FAOand compiled in its Yearbooksof Fishery Statistics.From the early 1950s and on to thebeginning of the 1970s, the growth1n the harvest of fish andshellfish wasa remarkablefive to six percent a year. By the late 1940sthe recovering fishing industries had restored the pre-wartotal of around20 milliontons a year. Some15 years later, at the timeof the Gothenburgconference, the total hadreached 53 million tons with the marine sector contributing over 45 mi 11ion tons. A fewyears later the total was60.5 mi llion tonsand by 1971it was70 mi 1 1i on tons. At that stagethe industryhad accepted what appeared to be inexorable expansionaccepted confident forecasts for the future wereaccepted without lookingtoo closely at someominous clouds looming just overthe horizon. Oversome 20 years, agencies such as FAOworking in the Third Worldhad beenstriving to introducethe benefits of modernfishing technologyto boost fish supplies. There were the inevitable failure. Workersin the field learnedby hardexperience that not all machinesor improvedtechniques are suitable for improvingtraditional small-scale fisheries. But manydeveloping countries were participating in the generalrise of fisheries, not only Chile or Peru. At aboutthe endof the 1960sFA0 attempted to relate its experiencesin fisheries to what it estimated to be the fish protein need of the world at the end of the 20th century. It calculated that this wouldprobably rise to over 120million tons and suggestedit could be metby an increasein the marine catch of knownspecies by knownmethods to around100 million tons. To this might be addedanother 20 million tons or morefrom inland fisheries with the main contribution coming from aquaculture.
The plat,eau of the 1970s During the early 1970s the yearly catch settled onto a plateau at around 68to 70 million tons. This wascaused partly by a slumpin the Perufishery due to the effects of an El Nino; however, several other countries were reporting severe declines, and pressures began to build for more coastal state protection of stocks heavily fished by distant water fleets.
When the United Nations Law of the Sea Conference assembled in Venezuelafor whatwas to be the first of manymeetings. high on the agenda was the question of fishing limits.
Iceland could not wait. First she claimed 50 miles and, after con- testing this with British and other ships, got it accepted. Iceland's trawler fleet was expandedto take the i ncreased share of the resource. Soon she was claiming the full 200-miles. Eventual]y this wasaccepted and by ]977 Britain's huge distant water trawler fleet had been forced out of its most valuable grounds. As the Icelandic deepsea fleet grew, the British fleet faded away. In 1975, it totalled 168 distant water ships, with 45 of them freezer stern trawlers. This has now all but disappeared. Afthfn the EEC,Britain has negotiated a 36 percent share of the most popularspecfes. But the fleet taking it consistsmainly of compactcoastal- type trawlers and seine netters, and smaller boats. For a wh11eIceland revelled in her hard-wonnew limits as the codcatch rosepast 400,000 tons a year, all of it for her boatsand factories. But the stern trawler fleet has nowgrown to 104 shipsand poor year-classes have meantless cod. Thisyear her industryhas had to goonto vessel quotas to eke out a permftted cod haul of only 220,000 tons. This is just oneexample of howwider limits havefailed to producethe fish1ngbonanzas expected by their protagonists. In NorthAmerica there are the problemsof the Pacific Northwestand Alaska fisheries, andthe troubled fishery of the Canadian East Coast. Thesecases bear out the learningg1 ven by several authorities whenthe ag1tation for w1der11m1ts was at its he1ght. Oneof them, Or, JohnGulland of FAO,showed that fn 1970non-local fleets took 7 .1 mill 1on tons in a world marfnetotal of 54.6mf111on tons. Otherfigures indicated an even hfgher proportion - up to 16.4 million 1n 58 milli on tons in the mid-1970s. No less than11 mi lli ontons of this wasfrom waters that wouldbe enclosed by the wi der 1 imi ts.
Oneearly effect. therefore, of the exclusive economiczones was a switch in catchfngeffort from the high-performancedistant water fleets to often smallerand usually less efficient coastalcraft from the littoral state. In somecases this led to animprovement in fishing and1n management of thestocks. In otherscatches fell or, as in the caseof Iceland,over- capac1ty soon bu1lt up fn the natfonal fleet.
Soaring costs Mfththe spreadof limits, thefear' for stocksand the fishingcollapses, the 1970salso brought.the oil cr1sis. In Br1ta1nit wasnoted that from8 millionpounds in 1972,the fuel bill of the fishingindustry increased to 27.5million pounds in 1974and was expectedto rise to over33 mf llion poundsin 1976. In Francefuel pr1ces wentup 350 percent between 1970 and 1976, while fish prices rose 65 percent . If limit extensions had not impededthe progressof distant ~ater f1shing,it mightwell have been stopped formany countries bythe soari ng priceof fuel linkedto the muchslower rise in the pr1ceof fish. Asit is, somecountries and fisher1es could be reaching the unhappy positionwhere it mayno longer be economic to goout for speciesthat do not conlnandattr acti ve pri ces. Nore and more, as species and area controls put ceilings on how muchcan be fished, industries will need to consider allocating the catches permitted amongskippers, owners or vessels. Such individual quotas are anathemato fishermen steeped in the idea of their craft as one involving great risks alleviated by great opportunities. But in this age of the ExclusiveEconomic Zone EEZ!, quotas and high costs, the fisherman is no longer gambling with a fair chance. Canadais already applying a form of vessel quotason her East Coast. Iceland is introducingquotas this year, and they are sure to spread to other fisheries .
The future
Given these and other curbs on free fishing of a commonresource, what is the future of the industry and its boats'
First, the idea of replacing the millions of tons of hunted fish with the increasing crops of farms must be rejected.
Aquaculture appears sure of a strong future. Already it is contr ib- uting an estimated seven to ei ght million tons to the world supply of fish and shellfish. But much of this still comes from non-intensive, small-scale pond farminglong established in countries such as China, the philippines, Indonesia and India.
Intensive farming while holding out rich promise is still mainly in a development stage, despite the successes round the world in trout farmi ng, i n the USA in freshwater catfish and in Norway and Scotland in farmi ng Atlantic salmon. There is great promise in the non-i ntensi ve pond growing of penaei d shrimp. The mussel crops of Spain, France and Holland total hundreds of thousands of tons . However, it is likely to be necessary to wait well past the year 2OQGbefore aquaculture produces the 20 million tons a year forecast for it 15 years ago.
[n 1983, the world total harvest by hunting and farming was probably about the same as the 75 million tons of 1982. Of this, about 25 mi lli on tons went to fish meal leaving 50 million tons for direct food use.
In Romeduring 1983, FAO Director-Gener al Edouard Saoumasaid the food fish supply would have to be more than doubled by the year 2000 if the industry was to meet world consumption needs. But world production is presently rising by only about one percent a year and the total at this rate would barely reach 90 million tons. Ineediate challengestherefore are to get the best possible use from fish already being caughtor farmed. This meansreducing waste for example, it is estimated that five to si x million tons of so-called "trash" fi sh is being discardedeach year by shrimpboats!; developingnew products such as crab sticks fromAlaska pollack or mincedfi sh from blue whiting; workingon
10 the restorationof once-greatfish runs in Norway,for example,there is strongevidence that the Atlanto-Scandianherring stock is recovering!;and- developingstock enhancementand ranching. FAO,quite rightly, stresses the important role to beplayed by the developingcountries in gettingthe maximumpossible use of resourceswithin the neweconomic zone. Workin the 7hirdWorld fisher1es will bediscussed in a later sessionof this conference;for the presentit maybe noted that the needsand the possibilitiesof thesef1sheries are vital to anyconsideration of the future of the 1ndustry. Establishedlarge industries that havefallen on hard times could well be revived,given the right injectionsof investment,the markets and the will to recover, Asan example,Peru has seen her industry plunge from the topof theworld to a catchin 1983of 1.42million tons. Even that may seem a good enoughhaul . But 1t hasto supporta fleet that still exceeds300 vessels and toomany meal plants and factories ashore. Oneurgent need is to cut downthe numberof mealplants to eight or ten fromover 100 in 1971!. Anotheris to modernizeanageing and inadequate fleet sothat Peru's fishermen can go after foodspecies in the deeperwaters, such as themackerel and horse mackerel. Lookingto underutil1zedspecies, there does not appear to beuntr1ed options left . Thesmall ocean mesopelagic fishare mentioned in the moreoptimistic forecastswhich estimate the resource at anything from a fewmillion up to 100 milliontons . But thesefi sh,1 1keso many others, are underused because they are smalland difficult to process,are 1n remotefishing areas and even with the help of modernelectronics maybe hard to find. Thecephalopod resource offers a better prospectwith estimatesranging from 10 mi llion to 50mi llion tonsand more. Aswith themesopelagics, exploitation will require ma1n'lylong-range fleets and the cost of ships and fuel maycurb enthusiasm. Themuch-publicized kri 11 resourcein the SouthernOcean is estimated to becapable of yieldingcatches from a fewmillion to hundr'edsof millions of tonsa year.Kri 11 has now been investigated, caught and test processed forwell over ten years . The catch in 1980was 480,000 tons with Russia, Japanand Poland among the main catchers . In 19811t droppedto 450,000 tons. It seemsthat kr111fishing using a bigpelagic trawl wi 1'1 have to be doneby large processing ships, whichare costly to buildand run . Justhow expensive is indicated by the latest freezer stern trawlers builttn Hollandin 1983and this year. Thebi ggest so far is the312 ft . longDi rk 01rk, a shipof 3019gross tons and capable of freez1ng 180 tons of fisha day. hess powered bya 4300hp hat engine and ss reported to have costabout $8.S million. Oozens of ships of thistype and size might be neededeven to takethe most modest estimate of the possiblekrill catch. Perhaps1t might be better to followthe advice of someAmerican Pacific Coastresearchers andtry to seedthe Southern Ocean with salmon. Ehey would at leastconvert the abundantkrill into a read11yacceptable fish protein!
11 50 YEARSQF IMPROVEMENTSIN FISHING VESSELS FROM 1950 TO 2000
Jan-Olof Traung CEng. NINA, FAG ret.! Traung 4 Associates - Marine Consultants HB Lilla Cedergatan 9 S-421 74 V Frolunda Goteborg!
Abstract
Acoustic fish detection instruments and fishing gear madeup of man-made strong fibres increased the fishing power considerabQ, The main machinerywent from heavy-duty types like diesels and steamengines to light-weight automotive type diesels and sterling engines coupled through reduction gears with large ratios to ensure high propeller efficiency. Propellers were fitted with controllable blades and installed in nozzles. Hydraulicswer e introduced for the flexible drive of fishing winches, Special powered rollers and blocks were introduced as well as drums for the haul of purse seines and trawls. Full scale measurementand results from modeltests gavedesigners the possibility of designinghulls with minimumpower requirements and at the sametime having sufficient stability and good seakindliness. Toward the end of the period a new optimism went through the fishing industry which then again invested con- siderably in medium-sizedfishing vessels. A numberof major Inter- national organizations like FAG, Unesco's IOC, EECand 0ECDjoined forces and built a most unorthodox prototype fishing vessel to celebrate the 21st century.
The 50s
In 1950 the world had started to recover after Morld Mar 2, In great secrecy during the occupation, France had planned a new fishing fleet for which, after the peace, they at once had placed orders also in the UK and the USA. That fleet had now begun to fish and those vessels influenced the design of similar vessels particularly in Germany, the Netherlands and the UK, The Scandinavian countries had got together fn 1947 to compare notes of their fishing vessels and they found great differences between vessels fishing on the same waters. The learned naval architecture societies like RINAand SNAMEpublished a few papers describing fishing vessel development. Hardy 947! had described fishing vessel developments in manyplaces in the world and thus also emphasizedhow little, if' any, co- op~ration there had been between nations to develop efficient and economic fishing vessels.
Small vessels were built of wood and, when longer than about 80 ft, of steel. Host engines were heavy-duty, if not semi-diesels and steam. Someecho sounders had come into use for depth indication - but not for fish detection. Ninches were powered from the main engines by belt or chain not hydraulically or electrically. Trawls were handled from the side. Purse seines were handled either from two smaller boats or by the derrick of the main mast and a turntable. Netting materials were natural fibres which were very much subject to deterioration by rot or sun. Fish was preserved by ice. Crews accoamodations were ascetic.
1.2 ThePacific coastfishing vesselsof USAfished from the stern, andthey hadthe wheelhouse forward. Theycreated much interest in Europe. Also whale factory ships which hauledup the whaleson a slip aft stimul- ated designers to consider stern fishing, The first fish factory trawler, Fairfree, working from the stern appeared in 1949 and she was soonfo11~owe y the ~fairtr o'lassbuilt for the UKand USSR. TheUnited Nations Food and Agriculture Organization FAO! organized in '1953a World Fishing Boat Congresswith sessionsin Paris and Miami. Thepapers again referred to the manydifferent fishing vesseltypes being usedaround the world. They discussedthe importantaspects of powering, whether high-speed or low-speed engines, whether fixed blade or controll- able pitch propellers. Theytook up the problemsof hull shapewith regard to resistance in calm water and increased resi stance in wavesand in oneimportant study measurementsof the behaviourin a high seaof actual fishing vessels were given and discussed. Thesecond half of the 50swas then characterizedby intensedevelopment work on all aspects of fishing vessel design and construction such as modeltesting to developmore economic and seakindlier hull shapes, computer techniques to optimize results from such tests, rational form- ulationof constructionrules for woodenships, multiple reduction gears fOr main engines, nOZzleSand diesel-electriC driveS R In 1957FAO organized a Congresson FishingGear which again presented basic informationon all the different fishing methodsused and also f'or the first timerevi ewed the progresson fish finding, geartesting and newmaterials like man-madefibres. Thosefibres permittedcompletely newdesigns of moreefficient fi shinggears which then also couldbe kept on boardmuch easier than before, not being subject to rot or deterior- ation by the sun. Thesestronger nets coulda'1so be handledmechanic- ally, thusa poweredb]ock for the haulingof large purseseines was developedby the Americanfisherman Puretic. A numberof reportswere given to the Congresson the useof echosounders for fish detection, also the use of horizontal echo ranging asdic = sonar. Similarly the use of light and electricity to attract fish wascovered in papers. TheFAO Second Fishing Boat Congressin Romein 1959demonstrated now the largesteps taken in fishing vessel4evelopment during the 50s. Onepaper on the use of glassreinforced plastics was presented. Again engineeringwas dealt with at large. Therewas a longlist of papers dealingwith resistance,seakindliness, and the useof computertech- niquesto developoptimum hu11 shapes. Theuse of bu'1bsand the choice of the optimumprismatic coefficient was suggested. The importance of sufficientstability wasdealt with by several authors. Very small craft were covered in detail. Thetime had come to predictthe future, 15 years hence or 1975,and amongthe manyideas presented, this author stated:
13 " There are manytechnical developmentswhich havebeen successfully applied on a laboratory or pHot scale, but whichare not in coalaonuse by the industry. Hereare a few. Echo-ranging asdic! Fish attraction light, electrici ty, vibration! Fish collection pumps! Net design using synthetic fibres and engineeringprinciples! Underwatertelevision for record of gear behaviourand of fish entering the gear! Mechanizedhandling of Crawl gear by stern trawling or winding the gear directly on the winch! Extension of storage Ciam chi lied seawater, anti-biotics and r'adiation! Transfer of crews and cargoes by airplane Fishing under ice submarine! Artificial upwellings by nuclear heating! Newmaterials plastic, aluminium, rubber! Newpower plants gas turbi nes, nuclear, Wankelprinciple! The fishing boat designer must keep such possibilities in mind, and he must also follow the developmentof his own profession, and in this he cannot avoid seeing how new boat types are being developedand how knowledgeof theor etical naval architecture is being acquired at an accelerated pace."
The 60s
This decadealso was one full of developments. The SecondFAO Fishing Gear Congressin 1963was the venue for a number of important papers describing further developmentsof man-madefibres and their applications in more effective fishing gear. Similarly progress in the use of acoustics for fish detection was reviewed. Several papers covered the powering of winches, particularly the use of hydraulic power to ensure a high degree of flexibility. The powered block had cometo stay. The fishing vessel desig~ers and builders were quick to uti li ze the develop- ment in the fishing methods field. Much of this was reported to the Third FAOFishing Boat Congress in 1965. Nowone also started to consider techno-socio-economicproblems and the very small fishing boats. As before, FAGgave high priority to questions of hull shape in connection with eco~ of poweringand seakindliness becausethey felt that thl was a comaon field where one country could learn from the other even if the fishing methods were different and boat types and boat sizes were not the same. A first report was given on FAG computer statistical analyses of a great nlaber of results fryer model tests of fishing vessels which FAO had succeededin collecting from various model testing establishments around the world - and from individual owners of such tests. With the aid of the study four vessels were designed, 4G, 55, 70 and 85 ft. modelswere tested in two different establishments and, as Figure 7 shows, they proved to be better than anything else earlier tested, e.g., bette than any of the models which had been used to make up the regression analyses. The final analys~s, together with the obtained coefficients, was published in a separate documentby FAG Hayes and Engvall 'l969!.
14 FAGhad organized a meetingon stability utilizing the Raholasuggestion for minimumdynamic stability in Gdanskin The International MaritimeOrganization IMO! organized, together with FAG.a fishing vessel stability workinggroup which after manydeliberations came up with essentially the samereconmiendations which were presented to a meetingin Torremolinos in Plastics and aluminiumas boat building materials were coveredi n several papers. TheIta'lian architect andengineer, Nervi, had, during WorldWar 2, developeda concrete-mix with whichto build boats,and his paperdescribing this hadbeen rediscovered by boat builders in the UKand New Zealand, who had started to use this material for fishing boats as well. FAOstarted collaboration with Nervi. Actually at the endof the 60s it hadbecome quite popularto arrangeInter- national meetingsto discussadvances in fishing vessel design. Therewere meetingsin Triesto, Italy; Montreal,Canada; Copenhagen, Oenmark, and the GoldCoast, Australia, to mentiona tew. Also,some text bookson fishing vessel design were published.
The 70s FAO'splanned Fourth Fishing Boat Congress in 1971was not organizedbecause FAO'sgoverning body in the field of fisheries, the so-called Coamitteeof Fisheries COFI! felt that so manyother organizations would gladly organize one. TheCanadians continued with a numberof importantmeetings on severalaspects such as materialsand winches. FAOorganized smaller meetingson subjects like beachfishing. The70s was characterized by the implementationof National fishing zones. the so-calledEEZ's. Alsogreat increases in fuel pricesscared people otf frominvesting in fishing craft. Theresult wasthat manylong distance fishing fleets disappeared. In somecountries a few vessels were built for mediumdistance fishing.
The 80s Thisdecade was characterized by the energyproblems and a generallack of initiative andimaginaCion for fishing vesselimproveaents. Fishing vessel yards were closed down. Therewas some positive thinkingabout the possibilities of usingwind power to economizeon liquid fuels . An important outcomeof this was the re- activationof Flettner's proposalto utilize the Magnuseffect for propulsion by wind. Also a suggestionto use the Magnuseffect for rudders and propeller blades. Aluminiumcaught on, ferro cementfell into oblivion. Workingdecks were coveredin, so that the crewscould work more independently of the weather. Cranesand mechanizedrollers camemore and moreinto use. Withadvanced catch technologyand sophisticated electronic fish detect~on apparatus,great quantities of fish werenow caught so that manyspecies suffered from overfishing.
16 Echosounders and sonars had gone through extensive improvements in performance. A whole range of fish finders had ridden in on the waves of micro-processortechnology. Electroniccircuitry andsignal processing hadundergone great changes. The informationwas processed and presented in an easily understandableway for the operators, the fishermen. Withan understandingof the acoustic principles andthe physical limi tat- ions suchas beam-width,frequencies, source level, noiselevel, target, strength,etc., a newgeneration of fish detectionapparatus had developed: echosounders, sonars and trawl mountedequipment. Theecho sounder now had functions suchas scaleexpanders, dual frequency. trawl watchand operational memory. It becamepassible to determine whetherthe size of the fish waslarge enoughto be worthfishing or not. Theuse of color becamecoNeon and it permitted a wider rangethan the paperrecorder.- The colors madeit easier to interpret echostrength. Fish of a certain size could be recordedby the samecolor at all depthsby the useof receiverswith accuratetime varied gain TVG!. With the trawl instruments it waspossible to monitor the sinking or raising of the trawl relative to bottomand surface due to the speedof the trawler, to observethe gap of the trawl andwhether fish were entering or not. With a special catch i ndicator one obtained quantitative information of the catch.
To the original searchlight sonars were added omni-sonarsand multi-beam sonars. They covered a wider sector in shorter time and had a very high sourcelevel and long detection range. Some suchsonars were equipped with automatictarget treeing, even several fish schoolscould be registered at the sametime. The sonar's computercalculated the courseand the speed of the schools which was displayed in true motion relative to the vessel i tself. At mid-80sa review wasmade of the 1959-predictions, e.g., what had happenedafter 25 rather than 15 years. The following developmentshad then taken place:
Asdic - or sonar as it had then been +named Use of light in fish attraction Pumpsto transfer heavy catches into the hold Advancednet design Underwater television Winding the gear directly on the winches Storage by chilled sea water Newmaterials such as- plastic and aluminium But manythings had not yet materialized. and were perhaps not to come:- Useof electricity and vibrations for attraction Use of anti-biotics and radiation for storate Use of rubber for construction Transfer of crews and cargoes by air craft Fishing under the ice by submarines Artificial upwelling by nuclear heating Newpower plants such as gas turbines, nuclear,Wankel principle!
16 As far as the generalrecommendation that fishing boat designersshould follow developmentsin their field. there is a great improvementhere thanksto organizationslike FAOand the technicaljournals whichdo muchto disseminate information. Also, makersof engines,acoustic instruments and net makersdo muchto helpthe designersimprove their technicalknowledge. A majorFAO bookentitled; Fishin BoatDesi n madeit possiblefor trainedengineers with- out specialize now ge o is ing vesseldesign to designef'ficient onesfor the future. Thepredicted use of hydrofoils,hovercraft' and catamarans had not comeabout, Thepower requirements of hydrofoils and hovercraft seemed to have appeared too excessive for such a low priced careodity as fish. Thepossibility of' usingaircraft, especiallyhel icopters, wasnot utilized in spite of their popularity in connectionwith oil exploration. Aircraft could alsohave been used for acousticdetection - andperhaps carrying a light net for imprisoningcatches until catcher craft could come. Theidea of locatingfish underthe ice caphad not,as far as known,been tested. Theideas of usingcontainers and other recent cargo handling equipment such as fork lift truckscame slowly into useby someprogressive fishermen who also had started to use pallets . Anti-rolling tankswere coming into use. Howeverlittle of the research publishedon how to designless resistant and more seakindly fishing vessels had beenuti lized bypractising fishing vessel designers; they had apparently hoped for someprototype to confirmthe validity of thesuggested possibilities. 3n1959 one talked about nuclear propulsion of aircraft - so somethingsimilar wassuggested for fishing vesse'ls. Thiswas 'out' becauseof the widespread resistanceagainst nuclear power production - and also because no such plants weresufficiently light. Therewere several suggestions for the revival of' steam. Andthe advocatesof the sterling principle of external combustion enginesworked hard to get this principleadopted by the automobileindustry. Theideas of usinginflatable rubbercatcher vessels might still materialize. Therewas no awarenessin 1959that the price of fuel wouldincrease so much. Otherfactors that influencedthe situation in the mid-80swere:- Costof labor requiring furtherautomation and mechanization! Shorter trips to improvequali ty of catches Demandby the crewsfor morecomfort. bothwhile fishing andwhile not fishing! and shorter trips At the endof the 80sowners and fishermen were still veryreluctant to obtain technicaladvice from institutions andconsultants. They did not trust the com- petenceof thoseoffering to improvetheir operations. ?nsome cases, they wereactually buying considerable amounts of advice indirectly; when they bought acoustici nstruments and other electronic equipment for navigation,they did not quiterealize that the main part of thecost was for software and development andthat only a small part wasfor the .hardwareitself.
17 The 90s After the 'quiet 80s' a waveof optimismgave the fishing industry a strong lift at the beginningof the 90s. populationpressure, scarcity of meatand a general understandingthat fish wasa health food had increasedfish prices so muchthat investmentsinto equipmentlike vesselswas not sucha marginalin- vestmentas in the 70s and 80s. Also, Governmentswere nowassisting the fishing industryas muchas they did agriculture. 1n orderto protect loans and subsidies, they required fishermento pay openly for soft ware, for the designof vesselsand equipment. The Governments also hadtheir ownship researchinstitutes devotingconsiderable time to fishing vesseldevelopments. Computerprograms were developedwith which onecould determinethe best shape of a vessel both with regard to minimln resistance at the required working speedsand at the sametime having sufficient stability andthe most agreeable working motions. Mith the help of such programsit wasnow possible to consider newmaterials, like aluminiumand lightmeight high tensile fibre reinforced plastics without having as in the 70s and 80s! to compensatefor the lighter construction with ballast, which in manycases introduced impossibleship's movements. All componentsbecame lighter: Sterling-engines did reducethe engine-weights by 4 withoutthe propel'lerefficiency suffering becausenew light-weight reduction gears perm~tted high reduction ratios, thus low propeller r .p.m. Remotesensing had becomea reality: daily reports were nowissued about the catchable fish concentrations, like weather maps. The acoustic instruments carried on board had increased in range and cover at the sametime as prices had becomecomparatively less, so that even a small boat could use the most sophisticated equipment. A single instrument with a small transducer could act as both a high-speed sonar and an echo sounder with the whole range of practical frequencies. Actually, the sounder decided in relation to the target what would be .the most effective frequency and it would then report to the operator in easily readable form, such as by print-out, what catches to expect at the fishing power of his specific vessel. The whole unit would becane much more compact than today. Similarly, other electronic devices like the r adio would be miniaturized and able to cover all wave lengths, eliminating the need to carry a whole range of receiver/trans- mitters.
Also sane special highly efficient fish attraction devices had come into use which workedwith both acoustic signals, light of various colors and frequencies, electricity and vibrations. At the beginning of their use, serious problems arose whencompeting vessels were 'fighting' for the sameschools. However,at the end of the decade, with the scientific managementof the resources as a whole, solutions were also found to have vessels share the available schools in a just matter. The work onboard was made easi'er with the aids of cranes and,more particularly, with the help of pumpsto extract the fish from the nets and place them in the hold and then after landing to move them from the holds to the shore plants.
18 Individual boxing of fish with ice and the heavy and difficult internal moves of those boxes which had been found to be the best indication of good fish handling in the 80s, becameoutmoded by these more rational handling methods which also resulted in higher standards of hygiene. The fishing industry did realize that other industries had solved their handling problems more efficient- ly, such as the potato - and fruit - handling systems, and they took their experiences into account. Crewaccomaodation, their feeding and entertainmentwhen off work, becamevery muchimproved so that the crews were as well off as those on oi'I rigs. Several crews to one vessel becamestandard, no owner could afford keeping vessels idle when a crew was off duty. Yessels were again built wi th better proportions between length and beamto ensure best possib'1e behaviour in seaways,especially in head seas.
The Year 2000
To celebrate the new century, a numberof the major International organizations with fisheries and oceanographicdepartments, decided to join forces and to bui ld an unorthodox prototype fishing vessel. Thesewere organizations like FAO'sComafttee on Fisheries COFI!, Unesco's IOC, EEC,OECD, etc. i&en ready the prototype will visit all major fishing groundsand fishing ports. High- liner fishermen from those ports wil'1 be invited to take coalaandof the vessel to carry out trials to satisfy their curiosity. A'1l operations will be care- fully monitoredby instrumentsand visual observations, and progressreports issued at frequent intervals. The trials will be recorded by TV-crews so that the interest of all fishermen can be kept high. The outline specification of the prototype will roughly be:-
tength 80 feet 24 meter Beam 21 feet 7 meter Hull weight, light ship 130 tons Continuous power 500 horse power Cruising speed 10 knots Trawling speed 3-3f knots Fuel consumptionat 10 knots cruising Average fuel consumption Thehull wi ll haveoptfnem prismatic coefficient, transomstern, bowbulb to reducethe bowwave and thus the resistance, stern bulb to equalize the wakeand thus to improvethe propeller efficiency, large propeller aperture to permit sloe running propeller. The hull will havetwo stabilizing systems:fins for sailing to and from the fishing groundsand flume tanks to be used primarily whenoperating at low speed such as whenfishing. Hain-machinery will be by Sterling enginesworking through a reduction gear with multiple gear ratios to permitthe useof mosteconomic propeller r.p.m., propeller with controllable pitch bladesor Flettner rotors,Flettner rotor rudder. Fish attraction system: Fish detection system uti'Jizing remote sensing from satellites and sensors fr om the vesselsplaced in radio-directedunmanned helicopters, long rangecombined echosounder and sonar with multiple frequenciesand print-out faci lities,
19 All-wave length radio transmitter/receiver Multi-frequency radar, 3 - 10 cm Navigationsystem uti lizing radio-beacons,Loran, Oeccaand the global positioning system NAYSTAR.
WRITTEN CONTRIBUTION
Future Oevelopmentin Fishing Vessels
Bru ce Cul ve r
Fishery utilization will tend to increase over the rest of the century. Nationswith large stocks of fish within their owncontiguous zones will see their industry enhanced, others will decline.
Specific types of vessels to be built in the future will continue to be heavily dependent on local conditions, and will vary substantially from one part of the world to another.
Plastic will see increased use in small vessels. Aluminum fs useful for small boats, but its disproportionate increase in price is already discouraging its use in larger vessels, even as a deckhouse material. Boats of more than 30 meters length or so will continue to be built of steel.
The diesel engine will remain the prime power source, tending 'o light weight geared designs. Use of low grade fuels will increase dramatically. Fuel cost optimization will be important.
Methods of processing on board and preservation of catch will be important areas of development and will probably producethe most radical changes.
Marketing will be important, particularly to Americanproducers, New products such as imitation shellfish produced from traditional Japanese surimi will open new and potentially lucrative markets . Electronics conti nue to improve communication. controls, and navigation as well as fish finding.
20 PART II
EISHING VESSELOPERATIONS WATERFRONTUSE CONFLICTS AND THEIR EFFECTS ON COMMERCIAL FISHING OPERATIONS ZN FLORIDA
Leigh Taylor Johnson Plorida Sea Grant Extension Program
Comsercial fishing vessel operators increasingly face challen- ges to their use of the waterfront. These problemscan becomeacute vhen changes aze planned for waterfront traditionally used by com- mercial fishermen and seafood dealers . Pive major trends contributing to competition for limited waterfront access points are population growth, waterfzont residential development, pleasure boat prolifera- tion, environmental constraints on development of vaterfront facilities and grovth of deep draft shipping in someareas. Efforts are underway and have succeeded in some places to find feasible alternatives where cossserciaL fishing vessels have lost traditional vaterfront' facilities. Coawsercialfishermen and seafood dealers who buy from them should be- come aware of local trends which msy affect future watezfront access, establish good coasmnication with governsmntagencies, and begin work where necessary to ensure that adequate facilities will be available for future docking and off-loading operations-
Cosssercislfishing vessel operators in Florida increasingly face challenges to their use of the waterfront. Although problemsof water- front access seem remote from daily opezations, they can become acute when changes are pLanned for waterfzont traditionally used by commer- cial fishermen and seafood dealers. This report vill review sources and examplesof vaterfront, use conflicts affecting cosmLercialfishing operations in Plorida and describe ways in which some of them are being resolved. It should help to alert the seafood industry to txends which may affect their operations and to means of seeking solutions to problems which may arise.
S ur E Is of Va r tC t ion
Five major trends are causing increased competition fox limited vaterfront access points in Florida. They are population growth, residential development in coastal areas, pleasure boat proliferat,ion, environmental constraints on development of waterfront facilities, and growth in deep draft shipping in some areas . Population growth is the driving factor for nmch of this change and is predicted to continue wall into the next century.
Florida's population has doubled during the past twenty years, rising from 4,951,560 in 1960 to 9,746,324 in 1980, according to the United States Bureau of the Censui U. Fla., 1982! and is projected to reach 14 to 25 million by 2020 Terhune, 1982!. The Universi.ty of Florida's Buzeau of Economic and Business Research estimates an
22 additional 1000 people per day vere added to Florida's population in the year from april I, 1980 to April I, 1981. The 35 coastal counties contain 7,664,458 people, or 79% of the state's population. U. Fla. 1982! Thus, the majority of the people are squeesed into the coastal xone Figure I!.
Dv n Ma A
The rate of growth in waterfront areas of a coastal county may exceed its overal.l growth rate. For example. the number of electrical meters connected in the barrier island cities of Brevard County in east central Florida increased from 11,058 in 1970 to 17,383 i.n 1979. However, the total number of meters in the county grew from 69,020 ta 98,889 in the same period. Wentworth, 1982! Thus, barrier island development occurred at a rate of 5Th compared to only 43K for the county as a vhola.
Florida Department of Coemerce statistics for 1970-1979 shov that net migration accounted far 91'X of the state's population growth FDOC, 1980!. Tn fact, for the recant year 1980 - 1981, net migration vas responsible for 93K of Florida's grovth Terhune, 1982!, This trend suggests that many nev residents may not be familiar vith tra- ditional commercial fishing industries. Also, the atmosphere of urban and suburban neighborhoods is very different from that of rural cosssunities, which are directly dependent on land or sea for prosperity. These factors may account for some of the conflicts vhich have occurred between commercial fishing operations and coastal residents.
The hpril, 1984 i.ssue of ~Na ~Q Fish~ra~ magazine discusses the effect of special dock and commercial fishing license ordinances in Pinellas County, an urban, peninsular county which lies between northvest Tampa Biy and the Gulf of Nexico. The dock ordinance prohibi.ts the netting of fish, except by cast net, vithin 100 feet of a public or private dock. The article explains that docks of residen- tial homes line 100 miles of the Pinellas County bayshore, so that 80K of it is closed to cosmarciaI gill net fishermen. This restricts the mullet gill net fishery, because mullet prefer shallow vaters close to shore. The 1983 Florida legislative session established a $300 cosssercial fishing license for Pinellas County, whereas the state's saltvater product license is only $25 for state residents, or BIGO for non-residents.
The Florida Keys are a 100 mile long tradi.tional fishing coassunity which is changing in character as land is developed for retirement homes,veekend retreats, and resorts. Commercialfishermen in many areas of the Keyshave found it convenient to live along a canal, moor at home,and work on gear in the backyard. Hovever, they nov face coapetition for waterfronr. property, as vali as pressure from other landownersvho prefer a suburbanor resort atmosphere. %aroe Countyincludes the Florida Keys, has 3768 regi.stered coessercial boats, and leads the state in fishery landings RFS, 1982!- >n 1980. the county enacted an ordinance regulating vork on fish nets and fish, lobster, and crab traps in some residential and business
23 COI
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POPUIkTION Mi I krone o f peop ke! zoning districts. New fishermenand those unable to prove they qualify for exception under a grandfather clause may not conduct some or all fishing gear related activities at home~ Because land is scarce, expensive, and in demandfor residential snd tourist development, finding reasonable alternatives can be difficult.
P s Bo t prolif rat n
The numberof pleasure boats registered in Florida grewfrom 128,723in 1965to 466,775in 1980,whereas the numberof coasnercially registered boats grew from 27,608 to 31, 116 in the sameperiod FDNR, 1965 - 1980!. Figure 2 illustrates this difference in growthrates snd Table 1 lists actual numbersof boats registered from 1965 to 1980. The anomalybetween 1974 and 1975 pleasure boat registration statistics occurred because boats with an engine of less than 10 horsepowerwere not required to be registered before 1975 Cato and Kathis, 1979!.
Extrapolating population statistics for 1960and 1970 produces estimated 1965 populationsof 5,871,489 for Florida and 4,607,203 for the coastalcounties Figure 1!. Comparingboat registration andpopulation data for the fifteen year period1965 to 1980, it ia evident that the state's population increasedby 66/, the numberof coazsercially registered boats increased by 13'K, but the numberof registered pleasure boats increased by 263'X'. Theincrease in pleasureboats has createda demandfor slips and launchingsites. For example,in southernBrevard County a marina located on the shore of the prime hard shell clam harvest area has beenconverted recently froma quiet facility servingboth commercial sndpleasure boats to a plushanchorage specializing in fishing tournaments. The loss of somemooring facilities and the boomin the har'dshell clam fishery in south BrsvardCounty have combinedto force manycommercial clammers to launchdirectly fromthe banksof the Indian River. Thi.s practice has drawncomplaints from coaaaunities which fear it will erode the shoreline. The 12 squaremile area designatedBody "F" by the Florida DNR supportsan estimated 300 to 400 hard clam fishermen, so the competi- tion for waterfrontaccess is intense. A fishing campwhich has allowedcoamercial clam fishermen to launchhas found their unloading activities sometimestie up facilities neededfor sport fishermen. Thecounty has built a newlaunching and docking facility in the areawith fundsfrom the Florida NotorboatRevolving Trust Fund. How- ever, parking spacesare limited, so coaaaercialand pleasure boats must compete for them. Anotherresult of pleasureboat proliferation has beenconversion of marinasto privatefacili.ties associated vith condominiumdevelop- ments. Of 12 marinesin the Melbourne-PalmBay area of southBrevard Conntythree .have been recently converted to "dockaeininea". ~Boatin %1ggzirLgreported a shortfallof 2000to 3000slips in DadeCounty %amiarea! in a l983article, whichsuggested that buyinga condo- miniummight be the onlyreliable wayto get a goodspot for a new CO C0 CO I
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TEER Thoua~a or toaCe! Table l. Number of pleasure snd cosssercial boats registered in Florida, 1965 - 1980
Year Numb r of Boats
1965 128. 723 27,608
1966 1.36, 706 32,927
1967 149, 663 31,858
1968 164,875 30,490
1969 177,212 28,183
1970 192,554 29,065
1971 208,096 27,197
1972 229,426 24,962
1973 249,219 23,813
19 74 276, 112 21, 782
1975 360,390 22,566
1976 409,564 26,784
1977 422,398 24,636
1978 434,818 24,805
1979 456,038 24,918
1980 466.775 31,116
27 boat .
Construction of mazinas is expensive, requires a lengthy and complexpermitting process, and is dependent.on location of suitable land which is increasingly scarce. Because the return on total assets to the average marina in Florida in 198L ranged from 7.4X to a negative 7.5X with the median less than L.OX Ni,lon, et.al., 1983!, there is not a strong incentive to develop waterfront for affordable, public marines . Mbanpleasure boat marinesare adjacent to commercialfishing vessel facilities snd seafood processing pLants, conflicts can arise. At Port Canaveral,pleasure boat marinesmingle along the watezfront with scallop, shrimp, and fish processing plants, where fishing vessels unload along the bulkhead. These activities generate noise, odors, and a hectic appearance which are at odds with the resort ambience preferred by marina clientele.
Increased attention to protection of the FLorida marine environ- ment is another factor constraining development of marines which might replace lost coemexcial fishing vessel anchorages. The Florida Departmentof EnvironmentaLRegulation and the U.S. ArmyCorps of Engineers have strict policies regulating dredge and fill operations, which ars necessary to construct and maintain basins of sufficient depth. Finding appropriate sites for disposal of wet, silty, salty spoil material is difficult, becausecoastal land is expensive and intensively used.
Bulkheading eliminates shallow water habitats which support many. marine species and has a negative impact on fishery productivity. Approved shellfish harvesting areas are few, and marina developers proposing to build in or near these waters face opposition from shellfishermen and review by the Florida DNR's Shellfish Environmental Assess mant Section. Would be marina deveLopezs must. also consider whether the proposed basin would be in a state Aquatic Preserve, a NanateeSanctuazy, or an Outstanding Florida Rater. Appropriate stozmwater drainage or retention facilities must be constructed, end hazardous waste disposal guidelines and local soning ordinances must be observed. Muchof the Indian River in south Brevazd County is in the Body "F" shellfish harvesting area. A preliminary economic survey by the Flori- da DNR recently reported to the Florida curine Fisheries Coamission Berrigan, l984!, estimated the ex-vessel value of Body "F"'s booming hard clam fishery to be between five and fifteen million dollars a year. Although docking, off-loading, and maintenance facilities are needed by the 300 to 400 fishermen participating in this fishezy, their construction and operation could degrade the water quality in Body "F" to the point where i.t would lose its "Conditionally Approved" status.
In centraL Brevard County, a developer has received approval from the CanaveralPort Authority to lease watezfrontaccess to the Barge Canal crossingNerritt Island and providing accessfor boats from Port Canaveralto the Intra-Coastal Waterwayin the Indian River. The developer faces a lengthy permit application processbefore he can build a commercialboat repair yard serving vessels with a draft less than 12 feet. OthershaLlow draft facilities maybe needed alongthe BargeCanal. in the near future as the PoztAuthority imple- mentsits plan to increase the percentageof waterfront committedto deep draft shipping.
D D S
It is hard for ports to justify retaining deepdraft dockingareas for the relatively shallowdraft vesselsused in commerciaLfishing operations. Whena deep draft vessel must use a shallow water port, it cannotcarry a full load, whi.chconsiderably increases cargo trans- portation costs. Maintaining bulkheadsand other facilities is expensive,so ports mustmaximize revenues in order to keep up with the trend towarddeeper draft cargo ships. Revenuefrom commercial fishingvessels and coasaercial seafood companies is generally Lower than that from industrial shippers. At PortCanaveral, much watezfront is ownedby the military, which limits spacefor civilian use. ThePort is a deepdraft 5 feet! facility andthe Port Authori.typlans to makemore waterfront availa- ble to deepdraft shipping,such as cargoships and cruise liners. Thi.swiIL eventuallydisplace a seafoodcompany, a recreational marina, and somecharter and party boats. It wi.LLalso utilize muchof the mooringarea usedby the coamLerciaLscallop, shrimp, and finfish fleets betweentripe andduring storms . Seafood dealersestimate 100 to 150 boatsmay be in port duringstormy weather at peakfishing periods, LikePort Canavezal,Port Tampa is a deepdraft facility. Its channelis being dredgedfrom 34 feet to 43 feet deep, in order to accommodatelarger, modernvessels. Phosphateships curzently must carrylight loads,but should be able to shipfull whenthe dredging is complete.Tampa has been home port for a coasaerciaLshrimping fleet of 70 to 80 vesselsfor 30 to 35years . Pourmajor companies purchaseshrimp from these boats and processors handle both domestic handimported products. However, in 1977the shrimpfleet wasdis- placedwhen a shipyardneeded space for expansion.The story of the newTampa Shrimp Dock is an exampleof a successful effort to find an alternativefacility for commercialfishing vessel operations.
R s f C i olu n ~PT~gm Whenthe Tampa shrimp fleet faceddisplacement fromtheir docking areain l977,the Administzative Services Director of thePort, W. ThomasO'Connor, undeztook a relocation project. TheU.S. Economic DevelopmentAdministration granted three million dollazs and Hills- boroughCounty matched those funds with another two million dollars for constructionof a newshrimp facility.
29 The new TampaShrimp Dock was begun ia 1979and openedin 1981. It features four finger piers, four seafoodcompanies, two marine suppliers, a boat lift, repair yards, aad someopen bulkhead for maintenanceactivities requiring the boat to be tied alongsidea byroadbuLkhead area. The four seafoodcompanies are responsiblefor managingthe piers and the openbulkhead, savingthe Port Authority the expense of supervi.sion.
Successfulplanning and implementationof this newfacility re- quired two years of planning, two years for constructi,on,and careful coordinationamong funding agenci.es,the Port Authority, end the seafood companieswho were the prospective tenaats. The effort has preservedaccess to the Port of Tampafor cessercial fishing vessel.s, and thus will maintain the possibility for fishery expansionto har- vest the manyunderutilized species found in the Gulf of Mexico.
The portion of the cosmercial fishing fleet whichwill Losedock- ing space with the expansion of deep draft facilities at Port CanaveraL wi.ll have accessto a cosssercialfi.shing dockaad boat repair yard at DaytonaBeach. ThePonce de LeonInlet Port Authorityis developinga shallow draft feei.lity and would welcome additioaal vessels. Ponce de LeonInlet is a reasonable distaaca from the calico scallop beds located off CapeCaaaveral, and could present scallop trawlers an alternative to Port Canaveral without too muchextra fuel cost. Cossserciaiseafoed companies at Port Canaveralare workingto im- prove the appearance of their facilities in order to establish an atmospheresore in harmonywi.th neighboringmarinas, restaurants, and cruise ships. Modern pleats and offices have beea built and work areas have been enclosed by attractiv» feaces. The fi,rst annual Port CanaveralSeafood Festival successfully served50,000 peoplein kpriI, 1984with the assi.stanceof food, supplies, and labor donated by the seafoodcompanies Shealy, 1984!. Suchattention to good public relations will help the seafood industry face future challenges to use of the waterfront.
Fishermea's Points is a Limited cooperative established in Mara- thon in the Florida Keys to provide coemerciaL fisherman with an alter- native to the use of residential lots for coastruction, storage and maintenance of cosmerciaI fishing gear . The 0rganised Fisherman of Florida, the FIorida Department of Comamnity Affairs, the Florida Department of Environmental Regulatioa, aad MonroeCounty staff worked with local fishermen and attorneys to develop sui.table permitting, re- view standards, and ordinances for this developmeat. One of the fish- ermenwho played a key role ia planniag Fisherman's Points reported that aLI lots were quickly taken. Clearly, the pro]ect has met a need for oashore facilities for commercial fishing operations .
30 Trendsaffecting waterfront use for commercialfishing operations continue to pose problemsfor couasercial fishermenand seafooddealers in Florida. Successfulconflict resolutionrequires adequate planning time, funding sources, and goodcoordination among the seafoodindus- try, governmentagencies, and developers of marine facilities. New facilities are expensive,appropriate Land on whichto build themmay be hard to find, and permitting proceduresare complexand time con- suming.
Cosmercialfishing vessel operators and the seafooddealers who buyfrom them should evaluate local trendswhich mayaffect their operations. Theyshould also establishgood communication with govern- mentagencies and begin workwhexe necessary to ensure adequatefacili- ties will be availablefor futuredocking, maintenance, and off-loading operations.
Berxigan,Maxk. 1984. preliminaryeconomic survey of BrevardCounty hard shell clamfishery. Reportedto Florida MarineFisheries Com- missionMeeting, April 26 - 27, L984. Tallahassee, Florida. Cato, Jamesand Kary Mathis. 1979. TheFlorida fleet: for business andpleasure. Qy~d ~F ~d Rgso~ur~Repel s No. ~2. IFSS, Universityof Florida. Gainesville, Florida. 4 p. Donaldson,Grant. 1984. Whenthe chargebegins, Florida-'s mullet men are there. ln'.The inehorefisheriee. N~~I ~Fheri~ ~Ma~azi2~. April, 1984: 30 - 33, 67 ~
Bureauof EconomicDevelopment. Tallahassee, Florida. 168p. FloridaDepartment of Natural Resources. 1965 - 1980.Boats regis- teredin L964- 1965....l979 - l980. Bureauof Licensesnd Motorboat Registration. Tallahassee,Florida. 30 p. Milon,Walter, Gary Wiikowske, and George Brinkman. l983. Financial structureand performance of Florida's recreationalmarines and boat- yarde. ~Pi~ ~S ~r Rsn~t~~N. ~. Univereityof Florida. Gainesvilie, Florida. 70 p. MonroeCounty. L980 ~ OrdinanceNo. 20-1980. Amendment to Section L9-154,Article VI, Chapterl9~ ~C ~o~Od gLe ~f ~ ~Coung of Ngggo,~plot da. ReyNeet, Florida ~ 3 p ~ NationalNariae Fisheries Service. 1980. ~F1 >~r'ija ~Fh ~haodin s Re- ~ortin~guten. Southeast F1sheriss Center..Nisei, Florida. C3 p. O'Boyle,Bonnie. 1983. Waterfront living. 8~patio N~aasine. January, l983: 68 - 69.
31 Shesly,Jane. 1984. Festival rides high on successof seafood. TODAY ~Ni~gr. Nondey,April 2, 1984: 1B - 2B. Terhune,Frances, ed. 1982, P r 8 i 1 Ab ra t. Bureauof EconomicandBusiness Research, University of Florida.The University Pressesof Florida. Gainesvilie, Florida. 712p. Universityof Florida. 1982. P d E Poulation. Pop- ulationProgram, Bureau of Economicand Business Research. 43 p- Wsntteorth,Michael. 1982. Br v C Dee A a t. Planning Department,Brevard County. Titusville, F1orida. 70 p
32 A SIMPLE METHODTO DETERMINEOPTIMUM VESSEL SPEED GEORGEA . LUNDGREN, P-.E . MARINEEFFICIENCY ENGINEERING SEATTLE,WA
Abstract Slowerspeeds save fuel. Do they savemoney? That depends upon the cost of fuel compared to the value of time, The paper describes a simple method of analyzing individual vessel fuel consumption characteristics from which a rational optimum operating speed may be chosen. For any incrementalreductio~ in speed, a corresponding increment of extra time required is the price which must be paid to save that incremental amount of fuel. By measuring or estimating fuel consumptionvs. vessel speed, the monetary value of each increment can be calculated and plotted. Optimum speed is then given directly for any value of the operator's time. Examples are: A 100 ft SNAMEtrawler, 8$ ft and 40 ft optimized fishing vesseLsfrom Traung, Doust, and Hayes FBW 3!, andmeasured data froma 58 ft Alaskaseiner, and a 33 ft deep-vee planing hull.
Introduction Everyboat has fuel consumptioncharacteristics which are unique and distinct from all other vessels, Even sister ships will exhibit slightly different characteristics becauseof differences in displacement, trim, engine condition, etc. Higherspeeds save time but require morefuel. Whatis the best trade-off betweentime and fuel costa? The answer can be foundusing a sCmpleanalysis of a boat's individual fuel consumption "fingerprint."
The method is as appLicable to a naval architect doing conceptual design as it is to a fisherman trying to decide what RPM to run. It requires knowing only r hour consumed vs. ! gallons per speed, ! the cost of fuel per gallon, and ! the value of one's time. FueLconsumption must be either measuredor predictedover a rangeof hull speeds. Measuredvalues automatically include complexeffects of variationsin hull, engine,and propeller. efficiencies. Fuel consumptioncan also be predicted indirectly fromhorsepower, using either traditional EHP
33 prediction methods or measured RPN values and propeller law assumptions. By assuming values of pr'opulsive efficiency and engine specific fuel consumption, fuel rate is determined.
Optimum speed is inversely related to the price of fuel. The higher the price of fuel, the more it pays to slow down.
Although it's difficult for some fishermen to come up with monetary values for their time, the term "optimum speed" is meaningless othervise. A good approach is to ask: would I be willing to get where I'm going one hour later if somebody paid me five thousand dollars? Hov about fifty cent,s. Then just zero in between those values until it feels right. Since the value of a person's time or vessel's time! is different under different conditions, optimum speed is also different under different conditions.
The Method
The key to the analysis is to look at the difference in fuel needed to travel a fixed distance at two different speeds and compare that difference to the difference in travel time. To illustrate, consider the folloving example for an arbitrary 100 mile trip.
RPM: 1840 1808 Xnots: 9 ~ 94 9.87 Hours for 100 mile trip: 10 ~ 06 10.13 Extra hours needed: .07 hours Gallons per hour: 19.0 18 ' 0 Gallons used: 191 182 Gallons saved.: 9.0 gallons Reducing engine speed 32 RPM adds a little over four minutes to a 100 mile trip, but saves nine gallons of fuel. That is equivalent to saving 128 gallons of fuel for every extra hour takin. The results are the same no matter what distance is chosen, The VALUE of traveling at the lower speed is 128 gallons per hour. Assuming fuel at $1.00/gallon, the vessel 's time would have to be worth at least $128/hour to justify traveling at the higher speed. Zf VALUES are calculated for increments at successively lover speeds, eventually the point will be reached vhere it is no longer ~orth one's time to go any slower. That speed is the "optimum" or most cost effective speed, Going faster uses too much fuel, and going slover takes too much time.
Xn this paper, effects of incremental reductions in speed are analyzed. Marginal speed. increases can just as well be used.
A T ical Exam le Theprevious illustration usedmeasured data froma 335 HP, 58 ft Alaskaseiner, displacing130 tons, towing a seine skiff. VALUESfor incrementsat other speeds are shown andmiles/gal vs. speed. Lookingat the value curve gives/ someintere4ting insight into the economicaloperation of this boat: If the fisherman's time is worth about $20/hour, the optimimumspeed to run would be 1500 RPM 8.7 knots!. Note that nothing in the shapeof either the GPH or MPGcurves couldproduce the sameconclusion. Onemight have suspected that 9.2 knots 600 RPM! was the "best" speed, since fuel consumptionrises sharply at higher speeds. In reality, it would only be the best optimum! speed if time is worth $65/hr assuming $1.00/gaL!. Note that it doesn't makesense to run anywherebetween 7 and 8 1/2 knots. Whentime is worth more than about l6 gal/hour, speedshould be above8.5 knots. Whentime is worth less than about 16 gal/hour, speed should be less than 7 knots. As previouslyshown, time mustbe very valuable to justify operating at the higher speeds. As muchas 128 gallons of fuel can be savedfor eachextra hourrunning, simply by slowing sli.ghtly from full throttle. That may seem extraordinarysince the engine'smaximum fuel consumptionis 19.0 GPH, but is typical of vessels analyzed. A Towed Model Exam le In additionto beingable to determineoptimum operating speedsfor existingvessels, the techniqueis usefulduring designand evaluationstages. Modeltests of SNAMETrawler ModelW-8 sheet f 169! are used to demonstrate another example. WaterLinelength is 103 feet, beamis 22 feet, and displacement is 300 tons. Someassumptions are first necessaryto convertpredicted EHP to expectedfuel consumption.It ia expedientand reasonably accurate to assumeconstant values of ,5 for overall propulsiveefficiency, and 18 hp per gph for thermodynamice'fficiency of a typical four-cycle diesel engine BSFC~,39 lb/hp-hr!. In other words, for displacementboats, dividing EHPby 9.0 gives reasonable estimates of fuel consumptionin gal/hr, The increase in partial load specific fuel consumptionat part throttle is somewhatoffset by an increasein propellerefficiency.
35 In ~Fi ure 2 are plotted the original EHF data along with VALUEand MPG vs. speed curves. Again, several conclusions may be drawn which would not be obvious f rom ei ther the EHP or miles/gal curves: Time would have to be worth 900 gal/hr to !ustify running free at 14 knots. A big change in eff iciency occurs gust belov 12 knots. Oytimum speed is 9. 2 knots when time is vorth 50 gal/hr and 11.7 knots at 100 gal/hr. Obviously, many other statements could be made regarding economical povering or operational decisions.
Two FAO 0 timized Hulls
As a result of a regression analysis of resistance characteristics of many fishing vessels, Traung, Doust, and Hayes developed four optimized low-resistance hulls. The results were published in "Fishing Boats of the World: 3" and presented at the Third FAO Fishing Boat Congress in 1965, To further demonstrate thi.s method of analysis, the largest 85 ft! and smallest 0 ft! vere chosen. As before, fuel consumption in gal/hr was assumed to be equal to EHP divided by 9. 0. The results for the 85 footer 10.3 knots, the relationship between EHP and speed is nearly linear, If time is worth 20 gal/hr, it pays to run at 9.8 knots instead of any slower. Time value haa to double to 40 gal/hr to /ustify the .4 knot increase from 9.8 to 10.2 knots. If time is only vorth 10 gal/hr, 8 knots is optimum rather than 9.2 knots since VALUE is greater than 10 gal/hr betveen 8 and 9.2 knots!.
The results for the 40 footer are similarly plotted in ~FI ure 4. Several comments regarding the 40 footer are: resistance is virtually constant from 5.7 to 7.3 knots giving constant miles/gal ovex the same range. The effect makes the VALUE zero over the range, meaning no matter how little time is worth, it never pays to run between 5.7 and 6.8 knots.
Since the boat is so easily povered, it is seen that speeds up to about 7 knots are extremely economical. Even at a time VALUE of 1 gal/hr, it doesn't pay to slow below 7 knots'
A Planin Boat
The previous exampLes utilized computer predicted resistance, model test resistance, and measured fuel consumption for several displacement vessels. The analysis is general in nature and is equally applicable to any mode of transportation such as automobile or aircraft.
The final example uses measured fuel consumption on a 33 ft deep-vee sport fisherman with twin turbocharged 270 hp, V-8
36 diesels, capable of 28 knots. Beamis 12. 7 f t, deadrise is 17 l/2 degrees, and displacement is 19,900 pounds. In this case, a propulsive efficiency of .55 andan engine efficiency of 18 hp/gph were assumedso ZHP and resistance could be estimated. This was done only for discussion's sake since only GPHvs. speed is required to calculate VALUE.The resistance, GPH, MPG,and VALUEcurves are shown in Fi r 5. The slope of the resistance curve is seen to be moderate from hump speed at about 10 knots to about 25 knots. This corresponds to moderate VALUES over that range, meaning it doesn't save muchfuel to slow downin that range. Above25 knots resistance increases sharply, makingVALUE increase to 50 gal/hr. This meansthat it is very worthwhile to run at 25 rather than 27 knots. Goodplaces to run this boat would be 8, 17, or 25 knots. Poor places would be 10, 20 and 27 knots. If this operator's time were worth 10 gal/hr, 23 knots would be the best trade-off of fuel for his time even though miles per gallon are better at l7 knots!.
Pro aller Law Estimates For existingvessels, if a fuel flow meteris not available, reasonably accurate estimates of fuel consumption can be made using tachometer readings. Maximumfuel rate can be obtained either from manufacturer's data or estimated from maximumhorsepower, using one GPHfor each 18 hp. A moreaccurate value can often be derived from engine sales literature. For displacement vessels, fuel consumptionat lover RPMcan be estimated.by assuminga 3.0 cubic! propeller law:
3 GPH I RPM ] x max GPH LmaxRPMJ For planinghulls, a 1,9 powerrelationship can be used:
1.9 GPH P RPM g r max GPH LmaxRPMJ ~Fiure 6 comparesmeasured to estimatedfuel consumptionfor the 58 ft seiner and the 33 ft planingboat examples. Differencesin the two methodsare seento be small.
37 a alysis of the relationship between speed and fuel ption is essential to both responsible new design and intelligent operation of exis ting vessels. proposed method is simple and uses either: l! theoretically or empirically predicted EHP or resistance ! measured fuel consumption, or ! estimated fuel consumption usi.ng measured tachometer data.
VALUE is an indicator of the slope of a vessel's resistance curve in terms of the value of time. A negative VALUE means resistance is increasing as speed decreases, so a lower speed is pointless. A VALUE near zero means resistance and NPG are approximately constant,
If VALUE keeps rising as speed decreases, it pays to look at even lower speeds. Peaks in the VALUE curve are good spots to run or design to! when speed is important.
If there is more than one possible speed for a given VALUE, use the lower speed if the curve has a maximum between the two possible speeds. Use the higher speed if the curve has a minimum between the two speeds. The current value of one's time or vessel's time! in equivalent gallons per hour determines the associated optimum speed direct.ly from the VALUE curve. Other speeds simply do not economically balance time against money.
38 58 Ft Alaska Seinar
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42 THE DEVELOP!fENTOF 4N OFF-80TTO!f SHRI!fP TRAM
PRELIMINARY REPORT
Clff'ford A. Goudey, N.A. HassachusettsInstitute of TechnologySea Grant Program
AeSTRACT:
This paper oresents the prelinfnary results oi' an effort to develoo an off-bottomtrawl for Gulf of' !4afneshrfmo, Pandalus borealis. This fishery is near-water activity For nearly 200 inshore vessels from Maine to Hassachusetts.Present techniques of bottontrawling are plaguedby damageto the groundffsh resources and ineffectfveness at night. Theseshrinp moveup at night, beyondthe reach of eventhe highest opening trawls. An off-bottom trawl has been constructed ~hich could potentially solve both the hy-catch problen and have far greater effectiveness with nore hours of potential operation than bottom tr awls. A 26' by 13' rigid franc was used to supnort a four seamnet of 2"- f1 S nylonwebbing. The frame is towedby twelvewire-rope bridles confngtogether i' or attachment to one nr two towing warps. Preliminarytests haveshown the rig is easyto handleand has a dragfar less than conventionalgear. Results of those engfneeringtrials are oresented along with the details of the travel desfqn. The concept has shownpotential and ff shinq trials are planned for the 1984-85 season.
INTZOn!jCTION: Gulf of Hafneshrimp, >endalusborealis, are an fnportant seasonal ffShery far COastal Nafne, NewHarmShfre, and the nOrth ShOreSof Massachusetts.Annual landings vary fran a high of 5,300netrfc tons mt! in lq75 to 1,000mt in 1911to a presentlevel of over 3,000mt. This catch is landedhy approxfnately200 vessel s durfngthe winter shrimpfnqseason, usually Oecemberthrough April. Therest of the year most of thesevessels return to qroundfishing.The gear currently being used by these small draggers fs small meshbottom trawls with meshsizes of 1 3/4" to 2", stretched.Thfs gear is plaguedby twoserious problems. The first fs that the smallmesh catches !uvenfle groundfish,typically first andsecond year cod, haddock,and flounder, in amountsthat concernboth the fishermen and resource biologists.
43 Estimates of this by-catch vary from one third of the haul to well over half. Sincemost of these fish don't survive, the effect on the groundfish stock f s siqnificant. The task of on-deck sorting is also a burden. Often, a brine settling tank is used to float the finfish. Thfs reportedly has a de'leterious effect on shrfmo quality. The second problem with the trawls is the fact that the shriap can be caught only during daylight nine hours per day during December!since only then are they found nn the seabed. Ouring the night and even on heavily overcast days they remain off-bottom, well beyond the reach of the trawl s now used.
There is someconjecture about whether this specfes di sperses when up in the ~ater column or whether it remains in schools suitable for mfdwater trawlfnq. 4s rjore skippers use color sounders, many are finding the stripes of color they seek durinq bottom trawling tend to rise 5 to 15 fathons at dusk and remain in discrete bands. Ho serious sanplfng has been done to deternfne the composftion of these bands; however, many ffshereen think ft must be shrfmo.
The sfze of vessel wnich enters winter shr fnp fishing fs typically between 35 and 55 feet lonq with under 200 horsepower. This small size, conbfned with the irregular coastal ~ater and strong tidal currents, or~vents the use of conventional single or pair mfdwater rigs. In addition, most nfdwater gear is designed for schooling fish whfch can K effectively herded by large nesh nettinq. Since shrimp est essentially 5e filtered from the water, snail meshes est be used throughout.
V~'-linTT% SH'RI'% TRA'IL 9KSIQN:
In cooperation with Portsnouth, Hew Hampshire fisherman |.yle Chamberlain, an fnnovatfve rfg was designed which would be easy to handle whfle offering a reliable nouth openinq necessary to evaluate the feasibflfty of an off-bottom fishery. Through the use of a rigid rectangular frame, the variabilfties of horizontal spread «nd vertfca'1 height would be eliminated. 41so, the resfstance associated with traw'1 doors and headrope floats would not exist.
7'he size of the frame was based on what seemed reasonable to handle from Capt. Chamberlain's vessel, the availabilfty of salvaged saflboat' nast extrusions, and funding linits. A horizontal width of 26 feet and a vertical height of 13 feet was selected and the frame sections were cut from ~ 39' extrusfons nf crossection shown in Figure 1. 'Ends»ere cut at 45 degrees and pre-drilled flanqes were welded for assembly. The sfde and lower frames were provided wfth P." diameter vent holes while the upper frame was welded water tiqht. The buoyancy nf the upper section was just sufficient to balance the %0 pound might of the frame whfle keepfnq the frame upright when deployed. 4 smaller vertfcal centerl fne brace was used to add rigidity. Ffqure 1. Mast extrusion used for the trawl frame.
Thenet wasdesign d to be vadefast alongthe trailinq edgeof the frame. Sail track slugswere placed at onefoot intervalsalonq the perimeter rooe. 0 hanqfngratfo of 0.5 wasused with a taper rate of 181'' in the four- seamoorti on and281P f n the two-seamportion. This produceda net of approximately50' fn length. Thenet olanis shownin Figure2 withthe panel drawnto shape.The gradual taper of this desiqnmay seem unusual cortpared to conventional shrimp trawls. It hasbeen reported that the sharptapers of comonshrimp trawls cause thesubstantfa'l hufldup of shrimpand debris against the netting, causinq increasedr esfstance.i This material often becomes dislodqed durfnq a turn andusually qets washed back into the codenddurfnq haulhack. Since the planneddesign would not allow such washing back, the long taper was selected. All qoreswere made up bunching four meshesfrom each oanel. 4 120mesh codendwas used to ~fnish the net construction. Topull the frame,a bridle arrangementof twelve 3/16' diameter7x7 galvanftedwire rope was used. The number of bridleswas based on an attenat to mfnfmfzethe bendfngstesses fn the framethrough close spaced supports. ln addition,since one of theobgectfves of the rig is to eliminateby-catch, thesoacing of thewires could effectively herd finfish fromthe net's path, allowinq cleaner catches. 45 F]gee Z. "e0 t 0 lao for off-bottom trawl. SEA TRIALS leted rig was assembled aboard t he ~/V elfm!hary tOws Off rtsmouth Harbor demonstrated the relat|ve f t towe« rt 5 bse t d lo t f o e the rig used to pull the codendaboar d while ma n a front view 26' 0" Figure3. Thebridle arrangementto provideuniform loading in spite of any warp length misad!ustment. 0ue to funding constraints of this prospect,fishing tine could not be ~ supported, therefore a request was submitted to use the gear and sell the shrimoto defray boat expenses. Pernissionfros both HewHampshire and massachusettswas denied. Cormercialtrials were therefore postponeduntil the spring, durinq the later part of the seasonwhen the weather for experimentationwould again be acceptable. 3n early 'larch the F/V Jayma-Ellen was destroyed by fire along with the plans for a cornercia1 demonstration. To determine the resistance of the trawl, it was transported to Boston for useaboard tiIT' s researchvessel | dgerton. 4, single warprigqfnq wasused andcable tension wasmonitored usinq a dial-indicating dynamometer.Speed through the water was determined with a strut-mounted kno~ter with a yacht-type digital display. Cahletension r3easurenentswere taken with 300' of 5/8" wire paid out. Theresults are tabulatedin Table1 andpresented graphically in Figure4. Theeffects of cable resistance havebeen neglected. ~Seed Tension 'desi stance 1.0 20 degrees 400 pounds 372 pounds 1.9 8 1.200 1,188 2.8 5 2,200 2,191 3 4 4 2,700 2,691 Table l. Measured data from sea trials. 47 3000 '0c ZODO ~ 10001.0R.O Speed knots! Ffgure4. Resfstance versus speedof off-bottomshrfnp trawl. As wfth nearly all data taken during seatrials, theseaeasuren»nts are subjectto nur»roussources of error. Seaconditions during the test runs causedwide variation fn the fnstantaneous displays of tension and speed. Averagesof visual observationswere recorded. The proximity of the knotmeter strut to the vessel hull mayhave affected those readings. Thepropell or slip streamnay have had an effect on the waterflow at the trawl. tlnlfke resistanceexperiments where these pararjetershave been within the control of the researcheR,the aboveresults shou'1dbe consfderedappraxfaate. ANALYSIS: ~romthe abovecable tension data, a relationship for speed, towing depth,and required weight canbe establfshed. Again,cable characteri stics havebeen ignored and a str aight line configurationassumed. T'he weight required to oafntafn the desiredwarp angle can be expressed M R tan 8 where H weight, R resistance, and 8 is the vertical warp angle. Sinilarly, the relationship of trawl depth to the warp length is d~L sin8 ~here d depth and L ~ warp length. Conbiningthese two equationswe can determinethe fishing depth basedon warp length, weight, and resistance. Guidelines for the ooeration of the trawl can then be developed for use in intercepting shrimp indicated on the sounder. Tables 2 and 3 have been so developedfor weightsof 200 and500 oounds.Table2.Fishingdepthwith 200poundsofweigh.. Table 3. These tables reveal a trawl which, because of its fixed geometry and predictable resistance, can be directed to a wide rangeof depthsusinq aQustnents of warplenqtn and vessel speed. Incr enental changesin resistance due to codendloading could be careensatedfor basedon experience. 49 CIPHER!AL POTENTIAL: Ryelimfnatfng the hydrodynamicresistance associated with conventional trawl doorsand the seabedfriction of a bottomtrawl, thfs gear couldbe appropriatefor the harvestfngof off-bottomshrimp stocks, partfculary in the ~julf oi' Hafne, Furtherdevelopment of the concept1s needed.The present designis susoectedof being overbuilt. Fewer bridles or snal1er crossection extrusfons could be used. Sincecontact with the bottomcan be prevented by usingthe conf'iguration dfagrareedfn Ffgure 5, nuchof thedamage that occurs with conventional trawls is orevented.For the sanereason, the twinedfaneter of the netting couldbe significantly finer, resultingin reducedresistance or larger frappe dimensions. Mokghtoc plll44tlc~ ~fqure5. 4 recomendedarrangment to prevent damage from bottom contact. Thenaterfal costs nf the gearas constructedwere as follows. Almf nun extrust1on I360.00 2"xfl5 tarred nylon netting 327.GG ",1gging and hardware 244. GO Total ~I7N Thisconpares favorably with a completebottom trawl of equivalent oroportf ohs~ 50 ACKHOHLEDGEMEMTS: The work described in this paper was supported in part by ihe NlT Sea Grant College Program, National Oceanicand AtmosphericAdministration, U.S. Departmentof Cormerce,through grant numberNA29AA-000101. Funds for the rig materials were provided by the NewEngland Fisheries DevelopmentFoundation. The author wishes to thank Capt. Lyle Chamberlainand hfs crew for their oarticipation in this developmentei'fort. The assistanceof Hinninghoff 8oats of Rowley, >0 is gratefully acknowledgedfor its donation of the excellent welding services in fabricating the frame. The assistance of Paul Shumanin the design and assemblyof the net is also appreciated. REFERENCES: l. watson, John Il.. OFS Pascagoula. Personal conssunication. ?. Goudey,C.A.. 1983. Full Scale Resistance Tests of YankeeTrawTs of both Nylon andPolyethylene Construction. Centerfor Fisheries Engineering Research Report Mo. 1. HlT, Cambridge, massachusetts. 51 AppENQ~gl: Bridle Optimization Program ~ ' r IS 14 ~ p 4 Irst 4 ~ ~ 1 1 4 lan al t 4 06 41 1 1 1 I ~ 44 I 4 ~ n IaI0 ~trtttrrrtrrtr 4 44 4 4 4444 4 a a ZZZZt t ter ~ 4 0 4 4 ~ IAnr 411 OOOO traIXQAL OIrr A ~ ZOSl 0 N Ir ~ 'Tr II' 4 0 ~ aar aa ONlrlr1 1 1 tA14PnL r lr ll 4 Ia 0 4 ~ ~ II 44PIIX Qa ~ 0 aaow 44AP oar 0 NIXIXIXNPNIXSA Ir lr la II ff IXIX III III Ia III Ia 44 Sa 2 g 4 ~ 2 ~~ ~2 ~ 'r II 4 Ir II r 1 t talDNal r4 ra r Ia Ia ~ A rstnoraaAA a g la 4 zAAooana IXAlra r n 4 L naaOvlntraOOaa L ai P 44 4 4 ~' QDAaanrSaIX 4 lr Ia lr ~ Anna4 aa4 4 Sl ~ IXla Ir Ia SaIr Ir lr A aal 2 4 3 V ~ ~ IS ~Ia I r 8 4 4 4 I PP I 4 4 4 2 22 2P g n Sa 4 0 n 0 4 0 4040404 Ir A i 4 4 non noo anon' f JVP' ~ a ~ 0 lat 0 ZZR X 4 0 0 4 n 4 R n V0 IL E IS 4 5 IJRz "at 0 ~ 24 4 Z L I A IX zIZ ~ a V ~ I 4 n ~N ~Ir ~ rI E Z 4 aa ~ aS V P 4 g 4 4 $ I~ A IS Ir I I I TN 044 'Ir p 43-a V ~ aaI a I as h L L V L ~ 2 KRo-g 24 1 P Z 4 L E I 4 V 0 a ~ L lr 4 ~ I ~ R! «t Dh IX I no j!g 48 0 ~ Z'I ~ 4 4 lr V 4 V 4 7 Ir 4 4 Q ~4 C C l ~ f. -ch 2' a I I zn pc I ~ ~ 2 4 C I 1 924 4 4 2o "0 4 5 $'I 4~ A aa OZ O 4 L L 7 4 AV Vl TDRa='-QR ~ 0 4 Sl 4 V 4 L g 0 X 47C-ZP f X P 0 I 0 g 4 z 0 0 4 IS 0 IJ A 2 44 XVV 0» Ir Z 2 ~ 7 ~ 2 Z «'R 4 A I ~ 2 zih 0 ~ a4 lrI f ~ ~ 1 ynlfr ~ ~ IaX 0 0 ~ 2 Z oz ~ ~ X 0 0 2 2 ~ !AC x 0~ 4 -VE Xo 2 2 2 4 ~ 0 0 E 0 0 2 ~ T ~ L L L I Q Of PO 4 4 0 ~ OV 0 2 1 0 0 I D 4 4 4 IS4 lr ~ V ~ V 4 X X L~ V ~ 4 0 ~2 L L ~, X 4 4a 4DLLZ4 ~ 7 0 ~ ~ ~ Z 2 IS4 ~ + 1 ~ " ISE4vC X L ~ S X 'S ~ 1 444 OJN 2 1 ~ 1 r 1 ~ 0 4 ~ ~ 4 ~ 4 2 non -ZV X 2 ISL I ~~ J ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 4 ~ ~ ~ ~ ~ ~ V ~ 4 f X 4 A4 4ZXaay 0 nf Ant ~ PSO ~ ~ 1 1 ~ S XX 42 2 ~ 0 ~ 2 4 ~ V Z ~ 5S222211 ~ ZZZ ZZZ Z J~ 4ISIa ~ 4 A 92 s a ~ 40 X V ~ D 0 ~4 ~ ~ X X XSJ ' Ia ~ ~ ~ I s IS P PZ 4 ~ ~ ~ I I ~ ~ ~ ~ 50P 4 ~ EEXVSX 4 J 4 LLL SALL OO a ~ LVLOOLLLLO Z f Kf ~ L tz 4 ~ L 0QQ OO ~ r 4 ~ o 0 0 o 0 0 o 0 o o 0 o o 0 0 4 4 al 0 4 0 4 ~ 004000 ISOQQQ 0 a ~ a ~ aao aaA ~ 4 ~ Ia ~ ~ O llnrr 4 0 D 0 on so QDQO 4 ISA ~ 4 ~ 5 h A ~ 0ll IXlr I1 aapplrla A A A rial aln A 1 ~ 1 1 1 t EIS J lr 1 4 lr A 'r t r Sl~ Ia 4 52 EVALUATION OF KOYAMA'S E UATION FOR ESTIMATING TRAWL NET RESISTANCE by M. Orianto, Univ. of Michigan, Present Address: 33 SumbawaStreet Wurabaya, Indonesia S . Tonprasom,Univ. of Michigan, Present Address. The Naval Dockyard Royal Thai Navy, Arun Amarin Road, Bangkok, Thailand R. Latorre, Associate Professor, School of Naval Architecture and Marine Engineering, University of NewOrleans, P. 0. Box 1098, New Orleans, La. 70148 U.S.A. ABSTRACT This paper presents a comparison of the trawl net resistance calculated by Koyama's Method /I/ and the full scale trawl net measure- ments madeby Taber /2/,/3/. The comparisonindicates the Koyama Methodunderestimates the measuredtrawl resistance. A modified Koyama Method is introduced to improve the resistance estimates. I. Introduction With the expansion of U.S. fishing fleets /4/ and the concern with energy consumption, i t is necessary to have accurate estimates of the fishing vessel power requirements. This includes estimating the power used during trawling. Several studies have been madeby Miyamoto/5/, Hamuroand Ishii /6/, Taber /7/, and Amos /8/,/9/ which serve as valuable references. In the present study a comparison of the trawl net resistance calculated by Koyama's Method /1/ and the full scale trawl net drag measurementsmade by Taber /2/,/3/ are compared. The limited scope of the paper was necessary in order f'or it to be completed as a class project /10/ in NA 402 Small Comnercial Vessel Design taught by the third author at the University of Michigan. 2. Nomenclature a ... Maximumcircumference of net, m b ~ ~~ Maximumlength of net, m Cd... Otter board drag coefficient = 0.3 Ct Warp drag coefficient, Fig. 3 D ... Depth from towing point to trawl, ft d ... Net twine diameter, m di... Warp diameter, m HP... Trawlihg horsepower Length of net mesh bar, m 1 1,....Length of warp, m 53 L Length of tow warp, ft R ... Total resistance of trawl R ... Resistance of trawl net, kgf n R ... Resistance of an otter board, kgf Resistance of warp, kgf R ... Total resistanceof2trawl S ... Otter board area, m Average warp tension, lbs T ...V Towing velocity, m/s Vks~ ~Towing velocity, knots v ~ ~~ Towing velocity, m/s F 4' Sea water density, kg s /m 3. 3.1 Trawl Resi stance Components /1/ FollowingKoyama, the total trawl net resistanceR is given by: R R +R +R ! and the corresponding horsepower is: R Vk ! 3.2.1 KoyamaTrawl ResistanceEstimate /1/ Koyamadeveloped an empiricalequation for estimatingthe trawl net resistance /I/. Trawl net resistance measurementswere madeon ten different trawl nets. Thesenets were tawedby sevendifferent trawlerscovering a rangeof 100GT-300 HP to 3500GT-4000 HP. Thenet measurementswere made under typical operational conditions at speeds between3.0 and 4.7 knots. The results are plotted in Fig. 1. Koyamafitted the line denotedby 1" to the datain Fig. 1. This is given by: R > ab d/1!V ! where: d/1 ... averagevalue for net panels1 throuoh7 takenat: Slide Panel for 4-6 seam net Upper net for 2 seam net Thisis illustrated in Fig. 2. Fig. 2 alsodefines the valuesof a and b used in the calculation. 54 3,2.2 Otter Soard Resistance Estimate /1/ The trawl nets tested were fitted with upright curved otter boards.Scharfe /ll/ hasfound that an angle of attackof 15degrees is optimumfrom the standpointof resistance. At 15 the correspond- ing dragcoefficient Cd 0.3. In Koyama'sapproach, the otter boardsare assumedto be adjusted so the angle is 15 . The otter board resi stance is then estimated by: R ~1/2 CdSV «! 3.2.3 Warp Resistance Estimate /1/ The submergedweight of the trawl warp towing wire! is much smaller than the tension. Consequently,it is possible to consider the submergedwarp as an equivalent straight line element. Underthis assumptionthe warp resistance R is given by: w R ~ 1/2 Gd S V ! Thewarp drag coefficient Cd' varieswith the anole of attackoc as well as the ReynoldsNumber. The C ~ values of Diel /12/ are used in Koyama'smethod. Diel's Cd valuesare plottedin Fig. 3. 3.3 Taber's Analysis of Trawl Resistance/3/ In a brochureprepared for the University of RhodeIsland Marine AdvisoryService /3/ Taber derived the following equation for trawl horsepower: 2Tv / 2 D 2 HP = >~~~~ g 1- cos 90-y ! - < ! ! For typical operationsp'/2 is small, and eq. ! can be written as: It is necessaryto convertcalculated HP to resistanceR' in kgf. This is done by: R' 33000 2.205kgf 8! Thisis usedin the followinganalysis of Taber'strawl resistance measurements /2/. 55 4. Comarison of Taber's Measurementsand Ko ama's Resistance st>mates In a project sponsoredby the- University of RhodeIsland's Marine Advisory Service, trawl nets were tawed in the "torpedo range" approximately 8 miles east of Point Judith, RhodeIsland. The runs were madein opposite d1rections to minimize the effect of wind and tide. Results for 17 condftions for the two br1dle trawl and 13 conditions for the three bridle trawl were reported /2/'. Taber gave the results in calculated HP whfch are shown in Ffg. 4. The test measurements were used to calculate the trawl net resist- ance R us1ngthe methodof Koyama. The calculated HPwas converted to the resistance R' using eq. 8. These values are comparedin Table l. The error in percent is given by: R R' Error x 100% The comparisonsare plotted in Fig s 5 and 6. FromTable 1 and Figs. 5 and 6 it is clear that the KoyamaMethod underestimates the measured trawl resistance. This lead to the development of the modi- fied KoyamaMethod described fn the next section. 5. Oevelo nt of Modified Ko ama Method The error fn Table 1 was analyzed using the MIDAScomputer program/13/,/14/. A correlation betweenthe error and the trawl towing speedwas determined. This fs shownby the line "2" in Fig. 7. Using the results from F1g. 7, it was possible to introduce a correction factor k in eq. 3: R - k a b d/l! V IO! whereK ~ 1.0 - Vk ~ 3.0 knots 1.1- 2.7 ~ Vk ~ 3.0 knots 1.2 - 2.5 ~ Vk ~ 2.7 knots 1.4 - 2.0 ~ Vk ~ 2.5 knots This allows the trawl net resistance to be est1mated by the Koyama Method for 2.0 ~ V W 3.0 knots. Table 1 Comparison of Measured and Calculated Trawl Net Resistance Set Cal HP V R lbs Error /2/ /S eq. 8 eq. 1 eq. 9 I-1 33. 8 3.33 3310 3343 1.0+ I-2 21.2 2.57 2678 1990 -25.7X I-3 12.1 2.18 1807 1438 -20.4% I-4 20.7 2.74 2457 2275 - 7.4% 1-5 21.6 2.93 2400 2596 8.2% I-6 20.2 2.66 2469 2146 -13.1X 1-7 22.1 2.79 2577 2357 - 8.5X I-8 19.7 2. 67 2399 2162 9.9'X I-9 19.8 2.70 2385 2210 - 7.3% I-10 22.5 2.72 2690 2242 -16.6% I-11 13.5 2.11 2082 1348 -35.2X I-12 22.1 2.67 2691 2162 -19.7% I-13 34.6 3.38 3329 3463 4. O'X I-14 21.3 2.73 2537 2258 -10.9% I-15 21.3 2.69 2575 2194 -14.8% 1-16 Z1.6 2.66 2518 2146 -14.8% I-17 26.1 3.00 3833 2720 - 4.0f II-1 32.6 3.17 3341 3566 6,8% II-2 Z1.6 2.6b 2700 2398 -11.2% II-3 18.5 2.49 Z423 2185 - 9.8% II-4 12.8 1.84 2771 1190 -57.0X II-5 25.4 2.76 2994 2697 - 9 . 9'X II-6 24.4 2.83 2806 2834 1 . O'X IT-7 25.5 2.66 3117 2508 - I 9 . 5X !I-B 19.8 2.44 2645 2099 - 20 . 6X II-9 23.8 2.71 2856 2602 - 8 . 9% 11-10 32.2 3.03 3461 3242 - 6.3'X II-11 22.2 2.64 2734 2471 - 9.6X I!-12 29.8 2.84 3415 2853 -16.4X II-13 27.7 2.84 3174 28S3 - 10. 1'X Notes: Set I Two Bridle Ming Trawl Set LI Three Bridle Trawl 57 Conclusions The KoyamaMethod underestimates the traw'1 net resistance measured in Taber's tests. 2. The error is larger as the velocity is reducedbelow 3 knots. 3, A correction factor k was introduced to improve the Koyama Method estimates. It is recoamnendedthat the original Koyama Method should not be used for speeds below 2.5 knots. The authors appreciate the excellent typing of Mrs, Mercedes Latapie. 8. References Koyama,T. "A Calculation Method for Matching Trawl Gear to Towing Power of Trawls," MODERNFISHING GEAR, Vol. 3, 1971. Taber, R., "The Dynamics of European Hing Trawls," University of Rhode Island, Narine Advisory Service, 1969. 3. Taber, R., "Computing Horsepower in Trawling," University of Rhode Island, Narine Advisory Service. 4. Pike, 0., "Expansion of U.S. Fishing Fleets," Naval Architect RINA, No. 1, 1982. 5. Miyamoto, H., "On the Relation between Otter Trawl Gear and Towing Power," MODERNFISHING GEAR OF THE MORLD,Yol, 1, 1959, pp. 248-250. 6. Hamuro, C,, 1shii, K., "Studies on Two-8oat Trawls and Otter Trawls by Neans of Measuring Instruments," MODERNFISHING GEAROF THE LCRLD, Vol. 1, 1959, pp. 234-240. 7. Taber, R., "Scottish Seining Applied to Inshore Vessels in Southern NewEngland," Univ. RhodeIsland Sea Grant Publication Marine Adv. Service No. P725, 1978. 8. Amos,D., "Single Vessel Midwater Trawling," Univ. RhodeIsland Sea Grant Publication Mar. Adv. Service No. P872, 1980. 9. Amos, D., Sohon, C., Russo, M., "URI Narine Advisory Service Trawl Data Sheet 0 1: Tow Tank Tests on the Yankee 41 Series and URI 340 Series, "Univ Rhode Island Sea Grant Publication, Mar. Adv. Service No. P918, 1981. Tongprasom,S., Orianto., N., "Developmentof KoyamaMethod for Estimating Trawl Gear Resistance," Univ. of Michi., Dept. Nav. Arch. and Marine Eng. 402 Report April, 1983. 58 ll. Scharfe,J., "Experimentsto Decrease the TowingResistance of Trawl Gear," MODERNFISHING GEAR OF THE WORLD, Vol. 1, 1959- 12. Diel, R., ENGINEERINGAERODYNAMICS, NewYork, 1928- 13. "ElementaryStatistics UsingMIDAS," Statistical Research Laboratory,The University of Michigan,December, 1976. 14. Feingold,M., "PreparingData for MIDAS,"Statistical Research Laboratory,The University of Michigan,March, 1981. Rfy2 RetationshipBetween Net R 't +2 d SOOO xg s2 ~m 4000 3000 2000 ]0000 l00200 300 400 500 abd m2 59 0 4I V C Ib 4 CJ C f5 vl I C K Q F 0 E E X ii! lg X E ~ CP ~ C V!Q WireRope Drag Coefficient C<' 0.4 Versus Angle o From Diel /1 / Cd' 0.3 0.1 104 20' 30 40' oc Deg FiG. 3 Results For Trawl Net Tests/2/ Cal. HP 30 20 10 '160 200 240 280 320 360 400 440 Velocity ft/m;n FiG.4 61 R,R' Comparison of Trawl Resistance lbs 3500 3000 FIG.S 2500 2000 1500 1000 150 180 240 300 360 Corrjparisan of Trawl Resistance Three Bridle Christensen R,R' lbs 3500 3000 FIG. 6 2500 2000 1000 150 NO 240 300 360 Error % 10 F l G.7 -20 -30 -40150 1SO 240 300 360 FISHERMEN AND OILMEN WORKIN RTH SEA ALAN WILSON TOTALOIL MARINEpic LONDONWl ENGLAND Introduction Today, in manyparts of the world the developmentof offshore mineral rfghts such as oil is increasing. The impact on the fishing industry of this type of developmentis constantly under discussion but is ft rea'I'Iy a serious problem? The matter has been discussed at 'world' level by governmentstrying to reachagreement under the heading 'Lawof the Sea'. It has also been discussed within governmentbetween the various minfstrfes or departmentswho have the responsibility for their country's activities in the fie'Ids of economfcs,energy, fishi ng, mining, transport and treasury. Finally of course there is the dfrect contact betweenthe parties and betweenthe people concerned. The overall question is very vexed but basically it must be acceptedthat the industries involved are a11 necessaryfor people survival. Means must theretore be found to accommodatethe needs of each industry. Thus the fisherman can have his gasoline or dfesel oil for his boat, car and truck and the oi lmancan havehis protefn needsat meal times supplied in the form of crab, oyster, shrimp, or white ffsh. Thfs paperwi 11 showthat in the sea area betweenEurope and the United Kingdomknow as the 'North Sea' co-exfstence has been achieved. This has beenbrought about by regular on-goingdiscussions and, in the event that a problemarea has beendetermined, ft has beenproperly addressed and resolved. By examini ng the construction of an offshore pipeline someof the problem areas wfll be revealed. Their resolution can then be discussed. In the North Seaa typical pipeline to carry oil or gas is likely to be from twelve inches 12"! to thirty sfx inches 6"! in diameter andfrom twenty 20! kflometersto four hundred 00! kilometerslong. It maygo betweentwo platforms or betweenplatform and shore. At present almost all North Sea field developmentsare by use of steel or concrete platforms, Thedrilling of the developmentwell fs carried out fromdeck of the platformand the productproduced from the well may receive treatment on the platform before being transported to shore. Ideally, the pipeline shouldfollow a straight line but having drawnthat theoretical line on a map,the route must be examined certainly kilometer by kilometer, and in someareas perhapseven more precfsely than that. Ffrst, considerationmust be given to whetherit 63 crosses allocated areas or blocks belonging to other oil companiesand in which exploration or developmentis intended. Next a sea bed survey must be carried out to determine the precise nature of the soil formation downto at least one meter below the bed surface. This may include actual soil sampling to confirm existing data. This survey must also quantify changes fn level since abrupt changes. especially if associated with rock outcrops, may be unacceptablefor eventual pipelaying. kohenthe basic route has been determined, it is then discussed with other operators and with the fishermen through their industry organization. If that basic route is acceptable the pipeline can be planned and complex questions such as the effect of sea bed currents along the proposed route studied . The existence or not of currents will effect whether the pipeline can be safely left on the sea bed or whether it must be trenched. At one time North Sea pipelines were almost always trenched but this produced problems for both fishermen and oilmen. For the former the problem was that trenching seriously disturbs the sea bed along the 'pipeline route. If the sea bed is sand then the natural movements on the sea floor will soon smooth it over. But, if it is hard sand, boulder clay or rocky outcropping then it may be manyyears, if ever, before the sea bed returns to its original state. For the latter the problem fs that sometrenching techniques risk to damagethe pipeline or its concrete coating. But regardless of technique it is a high cost item and could impact on the overall economics of a field development. Someauthorities quote figures of over $1,000 per meter. To investigate the question of leaving pipelfnes on the sea bed, studies were carried out by some of the oil companies operating in the North Sea in conjunction with government departments and universities. These tests showed that, if due precautions are taken. then in more than twenty 0! meters of water, it is better to leave pipelines over sixteen { 16! inches in diameter resting on the sea bed and untr enched. Ref. 1 4 2!. Below that figure discussions are still continuing and a new research project to cover pipelines with diameters between six ! and sixteen 16! inches is presently being developed. Trenching pipelines in shallow water or shore approach areas is normally needed to avoid the effect of inshore currents and to provide additional protection against, for example, inadvertent anchoring by small vessels. The diameter of the line will be determined by the quantity and nature of the product to be transported. These parameters wi'll in turn also determine the steel thickness and steel grade to be used. For pipelines of thirty 0! inches diameter the wall thickness may well be betweenthree quarters of an inch .75"! and one inch 1.0"!. The grades are likely to be in accordance with the specification API 5 L -grades X.52 to X.65. 64 The pipe when laid must stay in place on the sea bed and since the steel weight on its ownwill normally be fnadequateft must be given extra wefght to ensurethat the necessarynegative buoyancy or submerged weight fs attained. This is normally achievedby the addition of concrete reinforced with steel cages. The concrete is applied over a coating providing corrosion protection and which maywell be of coal tar or bitumenreinforced wfth ffbre glass. Epoxyand polyethylene have also beenused for this purposebut the former has technical drawbacks whi1st the latter may be rather costly if a goodthfckness of material fs used, Corrosfon protection is further guaranteed by the addition of self sacrifici ng anodesmade of zfnc or complexalumfnium alloys. Simp'lealumi nfum alloys are not normallysuitable for sub-seapfpelfnes. Goodcorrosfon protection fs essential for the pfpeline but it is a'iso essential for the fisherman as it reduces to a mfnimumthe possibf lity of corr osion resulting in pfpeline failure. The concreteweight coating is also importantto the fisherman since it ensuresthat the pipe stays in the place whereit has been laid. It also protects the line agafnstimpact from types of ffshing gear which are pulled along the sea bed~ Pf e Protection with Concrete Coati n Concretefs addedto the steel pipe either by formingor impingementtechniques. Its basic purposeis to keepthe pipe stationary on the sea bed but the mechanical protection function is equally iraportant for safe operation. Trawlfng in the North Sea is doneby vessels of from 500 to 2500 H.P. TableI! andthe net is heldopen by trawl doorsweighing from one IT! to T! tonnes. {Figure1!. Thesedoors are metal and reinforced on their edgesand hence they havea damagingeffect on anythingthey hit. Figure2!. Shouldthis be a pipeline then the concrete must protect the lfne from denting or, fn the ultimate, rupture. NaJordevelopment programmes have been completed between pipe coating contractors and of 1 companiesto ensure that the concrete as applfedfs adequatefor its protectionrole. At onetfme it wasapplied usingwire meshor 'chicken'wire. Thfs meshwas only really intended to hold the concretein placeduring the coatingprocess unti 1 the concretehad 'cured'. It did not havea true refnforcingeffect. Today such wire has been replaced by either very heavy wovenwire or more usually by cagesmade of 'rebar steel five ! to eight 8! millfmeters in diameter. The important aspect regardingthis use of a greater quantity of steel per meter length of pipe fs that f s provides a true reinforcement of the concrete, both during the laying and oncethe pipeline is on the sea bed. In fact, the percentageof steel within the concrete is about the sameas that of reinforcedconcrete for buildings. It therefore providesgood resistance to fmpact from heavy objects suchas trawl boards or- small boat anchors. Someoil companies wished to check both the suitability of pipes coated with reinforced concrete for laying and just how resistant it was to impact. Three tests were therefore devised. They were: - a shear test - a bending test and - an impact test. The shear test is carried out by fixing say a one meter length cut from a coated pipe on a holding block. Hydraulic rams are then used to apply a horizontal force to the steel pipe until such time as slippage occurs between the concrete and the corrosion coating on the steel of the pipe. This force is then re lated to the shear forces that the pi pe will experience during laying and a check made that the pipe will not slip through the concrete. For the bending test someeight 8! joints of pipe, each of the nominal joint length of twelve 12! meters, are welded together on a flat test site. Using a suitable crane, one end of the pipe is lifted until somesix ! joints are clear of the ground. The concrete is then inspected to see that no major spalling has occurred and that no s~gnificant movementof the concrete coating has taken p'Iace. This test is repeated, first with the pipe rotated through one hundred and eighty 180! degrees about its longitudinal axis. Next, these tests are repeated lifting from the opposite end of the pipe. This complete test simulates the pipelaying 'S' bend technique. Thus, it further confirms the suitability of the chosen concrete coating system for actual offhsore laying. For the impact test a hammer weighing from on 1! to two ! tonnes is fixed in a jig by wire supports Figure 3!. The exact wei9ht depends upon the trawl board to be simulated. The hammerhas an edge on the head of say thirty 0! by two ! cent~meters. A test pipe is placed in front of the hammerhead so that the coating may be struck a blow at ninety 90'! or sixty 0'! degrees to the horizontal axis. By allowing the hammerto swing through a distance of from on 1! to two ! meters, an equivalent speed to from three ! to five ! knots can be achieved. Thus the pipe is struck with a force equal to that of a trawl board being pulled along the sea bed and hitting a pipeline. Various programs may be devised for this type of test. For example, a coated pipe may be required to withsta~d at least twenty 0! blows at any one spot without the steel surface of the pipe becoming visible. Alternatively, single blows may be struck at random, at twenty 0! centimeter intervals along the pipe without causing the concrete over the reinforcement to fall away. Ideally such a test, unlike the two others, should be performed on selected pipes throughout the coating production to check that the quality of the reinforced concrete is being maintained. 66 Pi el ine Fi el d Jof nts The pipe when coated is ready for laying and this will be done from a lay barge. On board the barge the pipe fs welded together by manual or semf-automatic welding technfques. After welding and after the weld has been proved by non destructive testing includfng radiography, a fie'Id joint has to be applied. Thfs fflls up the space between the two layer of concrete on either side of the weld. The final exterior shape of the field joint must be such as to provide a contiguous surface and also, as with the concrete. provide a sound mechanical protection barrier. It often consists of an adhesive tape overlaid with mastic material formed from bitumen and aggregate, The tape fs applied directly to the steel to complete the arrti-corrosion wrapping appl fed in the coating yard. The mastic replaces the concrete and provides both the weight and the protection against mechanical impact. The joint itself if properly applied represents no problem to fishermen but the method of application must be controlled. In the past the field jofnt was formed by using a thin sheet steel cover or former held in place by steel bands. This form was left in place after pipe laying and in some cases the steel holding bands corroded away allowing the thin sheet steel cover to become loose, Cases have been reported of fishing nets being cut when the net has been passed over such loose steel forms. Following dfscussion between all the parties involved in assessing such a problem, care is now taken to ensure that the sheet steel form is kept free of sharp edges and the banding is done with efther very strong high grade plastic or stainless steel. In either case the bands do not corrode and hence the form stays in place. This solution may well only be in the short term since three other solutions are now in the last stages of practical proving. The fir st i s the use of a form made of a magnesium alloy . Figure 4!. The form is made of extruded sections and hence is smooth. 8eing of magnesium ft corrodes away in sea water and thus leaves the field joint in a smooth and acceptable condition. Sy adjustment of the chemical composition of the alloy the rate of corrosion can be adjusted, Hence adequate life during storage in a marine envirorvxent f s achieved whi1st maintaining the eventual desirability that it corrodes awayon the sea bed. Ref. 3!. The second is a quick curing concrete which will harden within six ! minutes to a value acceptable for passing over the barge stinger or laying ramp. This is mouldedusing a machfne on the barge and the moulding surface or form does not pass into the sea. Thethird is similarto thesecond but insteadof concrete consists of a quickcuring plastic containing aggregate or iron ore to provide density.The use of a plasticmaterial for thefield jo1nt has been cons1deredfor many years but the problems of use have been to achieve adequateweight and good mechanical impact resistance properties. Ref. 4!. Materialspossessing these properties are now ava1lable and curi ng in four ! minutesis possible.Again the form is removableandstays onboard the barge, The chemicals involved in producingsuch plastic mustbe carefully evaluated for, whilstthe final joint is chemically inert andsafe, this maynot be the casefor thecuring solution, particularlyif subjectto heator fire. Thepipelay1ng operation is oneof passingthe pipe over the stern of thelay barge. This is achievedbymoving the barge forward us1ng winchespull1ng on anchored cables. Figure 5!. Naturallythe anchors haveto bemoved asthe pipelaying progresses. $ncertain soils this movementof anchors can leave a disturbedsea bed similar to but ona muchsmaller scale than that causedby trenching. Hereagain a sandysea bed particularly in areasof knownsea floor currentswill beself correcting.In areasof boulderclay thi s maynot bethe case since if theboulders are pulled to thesurface and if the clayis hardthey may not be reabsorbed within the sea bed. Anchor moundscan then represent a problem for f1shingact1vities involving trawling or seine netting. Recently.ploughs have been developed capable ofsmooth1ng outsuch anchormounds andif pipesdo have to betrenched then such ploughs can beused both for the trenchingand the grading of thetrench sides. Verylarge ploughs may even be capable of breaking upall exceptthe largestof bouldersbutcan in anycase be used to gradethe soi 1 around verylarge boulders to prevent them remai ning as a problemto fishermen. Pi elines in 0 eration Whena pipeline has been laid andput into operation it mustbe assumedthat fishing activities will takeplace along and across the pipeline. Asdiscussed earlier, the direct impact of suchitems as trawl boardscan be guarded against in thedesign phase. Ref.1 82!. Two other aspectsare howeverimportant. Thefirst is thedevelopment of free spansdur1ng the life of the pipelineand the, second is the use of fishingtechniques where. nets Nay be dragged across the line. Whena pipe is laid onthe sea bed it maybe supported between two rockoutcrops, Alternatively, during operation sea bed currents may washfriable material away fran under sections of thepipe leaving a lengthof sayfifty 6! to onehundred and fifty 150!meters unsupported.!n e1thercase the spanso formedwill needtechnical appraisal. 68 The basic questions to be addressedare, can it be: - left as it fs? - restabilfsed? A combinationof theoretical and practical studies has shownthat certain spanscan be left quite safely if their lengthis correctly related to free linear weight and correctly related to free linear weightand current velocity plus currentand tide direction. Ref.5!, If the evaluation showsthat a span cannotbe left safely then meansmust be used to re-stabi lish ft. This may mean removing hard zonesat either end of the spanto let the lfne again rest on the sea bed, or fillfng up the space belowthe span. The latter can be donein the simplestcases by diver positioningof sandbags or grout bags. In morecomplex areas, use of special vessels to dumpheavy aggregate or small sized rocks below six ! inches! may be neededto ensure that the problemdoes not ari se a secondtime. Figure 6.! It is worth nothing that on thirty 0! inch diameterpipelines spansof over fifty 0! meters in length have been shownto be perfectlysafe under their relatedsea bed conditions. Ref. 6!. This is one fishing techniquewhich may result in net being slowly pulled acrossa pipeline. To assureboth oil companiesand ffshermen that this wasnot a problempractical trials were carried out in the North Sea. Ref. 7!. The gear used for these trials consistedof two towing warps two thousand six hundred ,600! meters in length connected to a sweep holding openthe mouthof the trawl whichwas approximately thi rty five 5! meters across. The gear was run out in a conventionalfashion and then towed. Durfng the tow the net was slowly hauled into the vessel and the action of hauling causedthe mouthof the net to be closed trapping the ffsh inside the nets. Deploymenthandhaul took about two ! hours andwas carried out so that the net passedover two typical pfpelfnes positioned somethirty 0! meters apart. A total of seventows were completedon four different pfpeline locations. The vessels used was typical fishing vessel having a gross tonnageof fourty eight 8 ! tonnes and an overall length of twenty 0! meters. The trials showedthat in the areas tested the pipelines did not cause any damageto the gear. %hi1st it cannot be said to be conclusive for all conditions it represents nevertheless an example of co-operation to fmprove the understanding between fisherman and oflmen. 69 Offshore construction is no better but no worse than onshore construction, It produceswaste, and what easier placeto dumpit than in the the sea. This mustbe guardedagainst as a matterof ecological goodbehavior. but additionallysome materials if dumpedat seacan be hazard for fishing equipment. Examplesof this are, the steel shavingsproduced when preparing pipeends for welding,old wiresand chains, steel offcuts andany metal detritus whichcan snag, cut or tear nets. Carefulhousekeeping, if necessarycontrolled by legislation as it is in the NorthSea can preventthis happening. Ref. 8!. Not that all the blamecan be allocated to the oil industry. A studyin Norwegianwater supported by the Governmentof Norwayshowed that whena knowsea bed area was trawled for waste some60% of the material recoveredwas shown to emanatefrom the fishing industry, mainly wires and ropes. Mithin North Sea areas consultative groups have been set up to providea forumfor discussions.An example of this is the Fishingand Offshore Ofl Consultative Group FOOCG!in the United Kingdon, Member- shipis a mixtureof representativesfrom governmentdepartments, oil companiesthrough their associationknown as the UKOffshore Operators' Association UKOOA!and fishing industry groups. This consultative groupmeets on average at least twiceper year and has a sub-groupwhich studies in particular pipeline related problems. Anotherdirect relationship betweenfishermen and oil menis one which arises whenfishermen experience some prob'lem due to fishing gear becomingdamaged and where it is suspectedthat the damagehas been causedby sometype of oil installation or debrisassociated with the oil industry. In sucha casethe locationwhere the damageoccurred is recordedusing Oecca coordinates. On returning to port, the problemis reportedto the Governmentappointed official fisheriesofficer who should havefull details of the position of pipelines and platforms. That officer can therefore advise the fishermenas to which offshore operatorowns the installation with whichthe damageis said to be associated. It is to that operator that the fishermanthen addresses his claim for compensation. Wherethe incident is close to an oil industry pipeline, well head or platform,it is obviouslyquite simplefor the "offending"oil companyto be identified in this way,but onoccasions the inc~dent turns out to be nowherenear any identifiable company's installation . In such a case the claim maybe directed to a fund which has beenset up bythe United Kingdon Offshore Operators' Association UKOOA! in order to paycompensation for an eventuality whenan oil industry origin seems to be indicated but cannot be assignedto a particular operator. Naturally,when an oil companyhas been clearly identified, the claim 70 is addressed to that company. Iiost operators have found it useful to have an experienced fishing expert available as a consultant to comment upon the merits of the claim and the validity of the amountof money being claimed to cover the repair of whatever fishing gear has been damaged. A reconmendation may them be made for either the claim to be settled or rejected. In the case of rejection, the fishermen may address his claim to the UKOOAfund for payment. This fund is administered by a specialist coamnittee consisting solely of representatives from the fishing industry. In the event that that commnitteerecommends payment from the fund then naturally this is made and fn effect the claim is distributed betweenall of the operators who are members of the offshore association. Oespite requests the UKOOAhave decided that ther e should not be an oil man on that comnittee and payments from the fund are never made in other than wel'1 documented and well justified cases. The overall percentage payments are. in fact, lower than those made directly by the operators. It can be seen that either by di rect paymentfrom an oil companyor by indirect paymentfrom the fund, fishermen are recompensedfor any damagethat may be considered to be oi 1 industry related and hence unnecessary tensions between the two industries are reduced to a minimum. In all North Sea zones a pipeline cannot be laid without prior permission having be obtained from the relevant governmentdepartment. Ref. 9!. Normally this is the one responsible for' Oil and Energy. Whilst the application for permission to lay naturally covers many technical aspects, it also covers sea bed conditions but also is required to include documentsshowing that the prepared route has been discussed with and accepted by the relevant fishing industry organisations. Fishermen and Oilmen both have their jobs to do but it is desirable that they work together whencomon problems arise. Thus an amicable relationship can be generated and they can work together in harmony. REFERENCES Ref. 1 Protection of Pipelines from Trawl Gear Evaluation and Recomendationfor the North Sea A joint oil industry report preparedby Shell U.K. Exploration and Production, February 1980. Ref. 2 Influence of BottomTrawl Gear on SubmarinePipelines A joint oil industrystudy report by Yassdrags- Og Havnelaboratoriat VHL!, Trondheim,Norway. Ref. 3 HagnesiumNoulds on FIeldJoints on SubmersiblePipelines Reportavailable fromNorsk Hydro, Oslo, Norway. Ref. 4 The Developmentand Production of a Nulti ComponentMaterial for SubmarinePipelines. A. J . Strange- U, K. CorrosionConference 1983. 71 Ref. 5 The Influenceof BoundaryLayer Velocity Gradiantsand Bed Proximityon VortexShedding from FreePipelines Spans Grass- Raven- Stuart - Bray. OTC4455 - Presentedto OTC, Houston, May 1983. Ref. 6 Rules for Submarine Pipelines Systems 1981- issued by Det NorskeVeritas DNV!, Oslo, Norway. Ref. 7 Reportof SeineNet FishingTrial on FriggPipelines October1983 - A Total Oil Marineinternal report availab'leon written request!. Ref, 8 The U.K. Dumpingat Sea Act 1974. Her Majesty's Stationary Office HMSO!,London. Ref. 9 The U.K. Petro'leumand SubmarinesPipelines Act 1975 HMSO London. OVERALL HEIGHT TRAVELDOOR HEIGHT IN AIR OVERALLLENGTH Meters TYPE Kg Meter s 1.52 RECTANGULAR 1100 3.20 1.84 BIG V-SHAPED 1550 3.40 SMALL V-SHAPED 500 2.35 1.24 1.84 OVAL 1200 3.12 TABLE! TRAML DOORDATA 72 Fig.Z: Trawlboard crossing a pipeline Tow warp contact With pipe Board topples BoardparalteI to hei Boardrolls aver pipeline CONCRETE TESTING DEVICE - Nass : 1 t Fig. 3 75 76 a Q- M ~ ~ I 4', 3 a e K 5 t CO ~ ~ CC CS CI lm CO CC O05 ,.0 1 C, D. I 71 78 COMPUTER APPL I CAT IONS IN M I DWATER A'ND BOTTOM TRAWL I NG J. Douglas Dixon Marco Seattle 2300 West Comnodore Way Seattle, Washington98199 Abstract This paper examines the developmentoF automatic controls for trawl winches spurred by recent microprocessor-based technology. Shoot ing, tow i ng, and haul ing of the t rawI ne t are Functions that now can be accompl i shed wi th minimal user input from a central command station. Maintaining the trawl net in proper conf iguration and protecting it from inadvertently encountered obstructions using computer control led constant tension and deci sion logic is reviewed. Future interface of the automated trawl winch controls wi th the vertical depth sounding electronics that will maximize Fish harvesting capabi1 i ties is proposed. Addi- tional link-up of fish-finding sonar and communications electronics that wii I combine the locating and harvesting of f i sh into one computer-a i ded process with shore-based moni toring i s outlined. 1.0 INTRODUCTION Automatedtrawl winchcontrols had their start in the early 1960's whenlarge Europeanfactory trawl ers installedautomatic brake re lease andtension controls to preventbreaking wire on their electrically driven trawl winches. For hydraulic trawl winches,the beginningstep wastaken in Norwayby HydraulikBrattvaag in the late 1960's. They enabledtrawl winchesto haul-in andpay-out automatically by balancing andadjusting hydrau'lic pressure between the split trawlwinches. In the 1970's, Norwegianmanufacturers Rapp-Hydema, Arctic Heating, Norwinch,Karmoy, and F. K. SmithElectronics all contributedto the developmentof similar automatedcontrols and the applicationof micro- processors.The following is a descriptionof IntelliTrawltm,the first microprocessor-basedautomated controls for hydraulictrawl winchesdeveloped domestically in the U,S.A. by MarcoSeattle. 2.0 AUTOMATEDSHOOTING, TOMING, AND HAUIING The basis for automatedwinch control is generally characterized by positionor tensioncontrol. Automatedtrawling employs both characteristics. Position control can be lookedat as a set-up and limitation system;tension control as a balancingor optimizingsystem. Thesecharacteristics are variable fromoperation to. operation,vessel to vessel,and set to set. Operationallimits mustbe establishedalso to protectthe machineryand system from self-destruction. Theseare characteristicsof a specific winchsystem and can be built into a controlor programmedintoa systemcapable of operatinga varietyof winch systems' 2.1 Data Entry At installation and start-up of an automatedsystem, the control computermust be progranIned with the specificparameters of the winch systemit will control.This part of dataentry is a one-timeoperation unless,of course,one of the parameterschanges. Parameters to be entered are: l. Drumsize: core diameter, distance betweenflanges, and flangediameter, in combinationwith wire diameterand length, will allow the systemto define the operation point on the drumand calculate the length of wire paid out. 2. Mire diameterand total length: usedwith drumsize in estab- lishing wire position and lengthpaid out. 3, Maximuma Ilowable drum RPM: preventsinternal damageto machine. 4. Systempressure: preventssystem damage or overload, Each set, or tow, presents a potential ly di fferent set of operating requi rements. Someof the requirements wi i l change i i tt le or not at ai 1 from tow to tow, but should be addressed at the start of each tow see Figure 'l!. l. Set length-' the amountof cable to pay out in order to place the net in the proper trawling position. 2. Windowof operation: maximumpermissible pius-or-minus devia- tion from the set 'length prior to sounding of an alarm. 3. Guard length: the length from the stern of the vessel within which automatic functions are locked out; manual controls only can be used inside this position to ensure proper setting of the trawl gear and safe handling of the trawl doors. Figure l 2.2 Video Display During fishing operations, information such as set length, port and starboard warp length, differential length, guard length, window, port and starboard warp tension, trawl winch hydraulic pressure, net sounderwinch hydraulic pressure, drumRPH, warp speed, and time are displayed digi tally on the video monitor. Port and starboard trawl warp tension have a bar graph presentation, along with warp length, duringshooting and hauling. Port and starboardwarp lengthwithin the window is deliniated by a cursor which moves as the winches haul in and pay out during towing. 2.3 Manual Controls During init'ia'i pay-out and final haul-in of the trawl gear, it is necessary to handle heavy trawl doors and equipment. Manual controls are provided that are always active, th roug» nterlocks, within the guard length. The ability always exists « interrupt the automated control and revert to manualby the pushof a button in the event the trawl gear requi res a change in posi t ~on. S1 Oncethe trawl gear is properly set past the guard length, auto- matic shootingcan commence.The computer controls the flow of hydraulic oil to the winchesto pay out at maximumequal speed, port and starboard. As the trawl gear approachesthe set length, an automaticdeceleration ensuresa smooth stop. An alarm and messagewarn the operator to slow the vesse I to towing speed. 2.5 During automatedtowing, pressure is equalized betweenthe two winches, equalizing warp tensions for optimumspread of the doors. Pressure is automatically adjusted to maintain warp length at the set lengthby incrementingpressure slightly if the actual length is greater than the set length, anddecrementing pressure if the actual length ls I ess than the set length. The microprocessormonitors pressureand position, andgradually i ncreasestens ion as the net fi I Is with fish, thus maintaining the set length within the windowof operation. the event of a hang-up, the constant tension allows cable to payout withoutdamage to the trawl gear. Whenthe cable passesthe far end of the window,an alarm soundsand a warningmessage is displayed. The cable then continues to pay out until the vessel can be stoppedand maneuvered to clear the hang-up. In the case of a broken cable, one winch would haul in due to reducedtension. After hauling half the length of the window,the winch is then stoppedautomatically. Again, an alarm soundsand the warning message is displayed. During automatedtowing, relative tensions are displayed along with the differential length between the port and starboard trawl warps. As the vessel moves through its six degrees of freedom, the continuous pay-outand haul-in tendsto maintainthe trawl net at constantveiocity andheight with respectto the oceanbottom. This helps to maintainthe trawl net in proper configuration regardlessof the motionof the vessel in a seaway. 82 During turning maneuverswi thout automated controls, tension increasesin the outboardwarp and decreasesin the inboardwarp. With automatedtowing, the outboardwarp wi I I pay out while the inboardwarp hauls In, thus ensuring equali7ed tension and maintaining the mouthof the net in the maximumopen position . This also helpsprevent crossing of the trawl warps and subsequentroll up of the trawl gear see Figure 2!. Pay-out Fixed Lengt EQUALIZED TENS ION UNEQUALIZED TENSION Figure 2 2.6 Automated Haul in Oncethe tow period is complete, automatichaul ing commencesat the pushof a button. ThecomPuter controls the winchesto haul in at maximumequal speecf,port and starboard. %tarptension is monitored whilehaul ing, andtension capacl ty of the winchesi s maintainedonly slightly greaterthan that requiredfor hau'ling. Thus,in rough weather, the winchesmay stoP. « even pay out, to cushionthe shock of violentmotions of the vessel. As the trawl gearapproaches the guardlength, automaticde«Ie«t ion ensuresa smoothstop. Final retrieval andstowage of the tra» gear is accompiished with the manual controls. 83 3.0 FUTUREAUTOMATED VERTICAL NET POSITIONING 3.1 Net SounderInterface The first step in maintainingtrawl gear at either a constant heightabove the bottomor depthfrom the surface is to determinewhere thenet is. Thismay be accomplished witha transducer,mounted on the headropeof the net, thatsends s gnal i s upor downto determinedis- tanceto the surfaceor bottom. Thesesignals can be comparedto a pre-setheight or depthand used to generatepay-out or haul-incom- mandsto adjust and maintain the net at a pre-setvertical location. Oneproblem that may occur is thenet sounder encountering a school of fish so densethat it believesthey are the bottom,with resultant positioning of the net over the school. 3.2 Vertical SounderInterface In tryingto adjustthe verticalposition of thenet to avoidpin- naclesand obstructions, it is necessaryto elevate the net prior to the signalbeing received at the net sounder. This would require a tie-in withthe vertical sounder transducer onthe vessel and a speedmonitor, alongwith a determinationof speed and distance to the gear. With this preliminaryindication of an obstruction, thesignal to haulin couldbe generatedin time to elevatethe net after inputting the vessel 's speed anddistance to the trawlgear. Themicroprocessor would be programmed to coordinatethe haul-in with the signa'isfrom the hull and net trans- ducersfor the timerequired to clear the obstruction.Then, the originalvertica1 position would be re-established through automatic pay-out.Using this samemethod, the microprocessor couldbe programmed to adjustthe net vertically for thevarious species of fishthat have a tendencyto ei ther di ve or riseas the net approaches seeFigure 3!. Figure 3 For a given depth and conf igurati on of bottom trawl gear, there is an ootimum warp length. insufficient length tends to lift the gear off the bottom while excessive length allows the warp to drag on the bottom. Automated controls could be prograrrmed to calcu'late the proper catenary and maintain the opt imum length at any depth through a tie-ln to the vertical depth sounder see Figure 4!. Trawl warps proper length - cables horizontal at trawl door Trawl warps too tong - cable drags on bottom Trawl warps too short - net lifts off bottom Figure 4 85 3.4 Hain En ine Throttle and Pro eller Pitch Control The case may exist where vertical posi t toning of the net must be accomplished by vessel speed control in addition to haul-in and pay-out. In this event, computer-generatedconInands for variation in main engine speed or prope'lier pitch would be requi red. A routine could also be developed to maximize the vertical opening of the net through both length and speedadjustments, Developingthe orogramfor this control will take experimentation to determine the varied effects of vessel speed and trawl warp length on trawl net vertical position and response t ime. 4.0 FUTUREAUTOHAT'ED THREE-DIHENSIONAL NET POSITIONING Locating fish with a sonar and linking their depth and bearing information with the trawl winch microprocessor may be the next step in automated fish harvesting. In conjunction with the sonar bearing readings of the fish mass, the magnetic or gyroscopic autopilot could be interconnected to automatically navigate the vesse'I on an intercept course. Sonars coupled with current indicators at various depths could be used to calculate drift of the trawl gear and adjust the vessel's heading to compensate. The trawl-gear-locating capabilities of the sonar would facilitate positioning the net with respect to drift due to cross currents. Problems with sonar recognition that must be dealt with include reflection and refraction through various thermoc'lines, pressure gra- dients, and salinity gradients. These tendencies to produce false readings may dictate use of the so~ar only as a preliminary net posi- tioning device, with final position adjustments made utilizing the hull and net sounders. The result of three-dimensional control of the trawl net,, coupled with the fish-locating capabilities of sonar, is a reduction of the fisherman's decision-making requirements. This concept may be slow in developing, since experienced fishermen are capable of performing the same tasks with nearly the same reliability and precision as the corn- puter. Perhaps the first stage of this development wiii not be fully automated control, but rather a display of the options available to the captain to achieve specific results. Secoming totally dependent upon a machine does have its drawbacks, especially when the decision-making process involves input from the unpredictable forces of nature. The failure of any one element in the link of control for automated fishing would require immediate input from the fisherman to avoid either lost ca tch or damaged gea r. 86 5.0 ANC ILLARY INTERFACES TO AUX IL IARY MECHANICAL AND ELECTRONIC DEVICES 5.1 Catch indicators Normal ly pos it ioned along the length of the cod end of a trawl net are sensors that indicate the extent of filling of the net. Safeguards to protect against over-filling could be incorporated to automatically acsivate elevation of the net above the fish mass and conmence haul-in. 5.2 Trawl En ine Governor With vessels that utilize an auxiliary generator to power the trawl hydraulics, either electrirally or directly, there is sometimes the possibility of overloading and stalling the engine, depending upon auxiliary electrical loads. Engine loading could be monitored and an interface between the engine governor and trawl winch controls could be set up to limit the delivered hydrauiic horsepower. 5.3 Navi ation Aids and Catch Histories Expandable microprocessor memory wi 1 'I al low the input of ei ther Omega, Loran-C, or Satnav coordinates at the beginning and end of each tow. The National Marine Electronics Association NMEA! has been developing standards NMEA0183! for -the transmission of data using formats acceptable to manufacturers of all marine electronics. This information, when coupled with an internal clock, will aid in developing catch histories. These catch histories have proven to be a decided advantage to foreign fleets that have enjoyed unrestricted fishing over the past years, 5- i User in uts and Shore-8ased Communication A user interface with the microprocessor memory would al low input of comrents by the fisherman relative to estimated quantity of various species caught. Satel 1 ite conmnunication connections to al low trans- mission of this data would permi t shore-based processors to moni tor harvesting and determine the proper timing for return to port for optimum plant operations. 5.5 Miscellaneous Engi ne speed, exhaust temperatures, fuel consumpti on, sea tempera- tures, vessel speed, trawl warp tensions, and hydraulic pressures are al I examplesof data that could be recorded during trawl lng operations for later study and advancementof the developingbody of knowledge. S7 Vertical Positioning Main Het Vert 1ca 1 Engine Sounder Sounder Throttle a Pitch Three Dinicnsiona1 Positioning Auto Sonar Current Vessel Pi lot Indicator Speed Mi see I 1 aneous Catch User Loran-C Satcorn Ind i cator Input Sa tnav Omega Trawl Fue1 E exhaust Sca Oata Recorder Mc'as u f c Temp Temp Engine Governor nice t Fi qure 5 6.0 CONCLUSIONS The capta in, who is in full commandof the trawl ing operations, must assemble information from a variety of mechanical, hydraul ic, and electronic devices in order to adjust the trawl winch contro'is, engine speed, and vessel direction to maximize the amount of fish caught. Experienced fishermen, familiar with their vessels and gear, make decisions based on logic gained through previous trial and error. Inexperienced f i sherman, however, make decisions based on trial and error only. The goal of computerization and interface of input devices is to assist fishermen in making commanddecisions based on c'lear logic, regardless of their experience or knowledgeof gear/vessel interaction. This is accompl ished by taking the trial-and-error decision-making process and applying pre-programmed logic from the microprocessor to the input data. Action is then taken by the output devices in the form of trawl winch and vessel control to properly set, position, and haul the net. This automation relieves the captain of the need to worry about details, thus freeing him to concentrate on the business of catching fish. The current value of automated controls I ies in their ability to properly posit'ion the net and protect valuable gear. Crew fat igue can be reduced as the computer takes on more of the repetitive tasks of convent ional fishing. Computers cannot think, but they are precise and unti ring at contro'I tasks, being as eff icient at the end of a watch as at the beginning. The end resul t is the del i very of fresher fish with lower operational costs. Development of interfaces with electronic equipment is the next logical step. However, automated controls can be a valuable too l only when used by technically qualified personnel and combined with good fishing and seamanship skills. S9 WRITTEN CONTRIBUTION S. N. Calisal I would like to consenton the concept "value" presentedby Nr. Lundgren. If seemsthat this parametercould be used by the sh1p operator to calculate an acceptable speedfor e fishing scenario. The determination of vessel speedfor departure and return legs seemsto be critical in the profitability calculations. To this end CanadianDepartment of Fisher1es and Oceansand the Universityof British Columb1aare developinga computer programto be used by or for the fishermen. This programtreats the fish1ng vessel as a complete system. The objective is not to tell the fi shermanwhat speedthey should sail at. but to give thema measureof dollars saved by a changeof speedor propulsionhardware. Information on possible savings by the installation of controllable propellers, nozzles, and new propellers on an existing boat are given to the fisherman. The application of this computerprogram showed us that the opera- tional profile on the f1shing scenario is very important in the calculation of the fuel consumptionand in the optimi zation of the boat parameters. It is also clear that the classical naval architectural conceptsbased on the separate optimization of the hu'll, machinery and the propeller is not the proper way to optimize a boat . Finally there 1s no single optimum"boat unless an exact operat1onal profi le 1s established. It seemsthat if the operational prof1 le is not included in the calculation of the parameters for an optimumboat the problem 1s not a well posed one. To faci litate the input of the fishing scenario a map of the Pacific Canadian Coast is plotted on the v1sual display of the computer. The fisherman then inputs the possible fishing route. All the technical calculations are transparent to the user. It seems that the usage of the concept value" defined in thi s conference could very eas1ly establish the proper ship sheep for the operator . lN ITTEN CONTRIBUTION Chr1stopher Tupper Regarding the Koyama'sequation calculation: The net resistance plots given in the paper seemto be quite a bit flatter in shape than the squared relationship between resistance and velocity as is assumedin Koyama's equation . I have seen this in other recent tank test data for trawl resistance. Is there a reason for this? Should we be quest1oning our assumpt1onsthat net resistance follows this simple quadratic relat1onship DRAGV2! 90 WRITTENCONTRIBUTION Clii'f Goudey Koyama's equations can be useful for predicting the dragof trawlsif the designunder consideration is similar t'o those studied by Koyama and is rigged and operated in a similar way. Extensionof his workto otherconfigurations can prove unreli- ableparticularly when important information on the trawlis neglectedor unavailable.A majordifference between the Japanesetrawls of Koyamaand those of Taber is the type of trawl doors used. Theupright curved trawl doorsused by Koyamaare of aspectratio 1.0 to 1.5 andare considerablymore efficient than those used by the U .S. trawlingfleet. Whilethe dragcoefficient of thesedoors is not as low as themidwater door data from Sharfe, it is far lowerthan flat doorperformance of CD 0.8 to 1.0. Sincetrawl doorresi stance can account for 30 to 40 percentof totaltrawl system drag, the approximately 3 fold discrepancy in CD used by Dr. Latorrewould more than account for the errorsrevealed by his analysis. It is temptingto lookfor a secondpower relationship between trawl resistanceand speed. Test results seldomcooperate. Theexplanation for this is severalfold. First; grosstrawl dimen- sionschange with increased speed reduced headrope hei ght, for example,causes changesin angleof attack of netting panels. Second;increased speed results in higher twine stresses and elongati ons effecting not only meshsize but also reducingtwine diameters. Third; netting twine dragcoefficients tend to decreasewith i ncreased reynoldsnumber, at least in the rangeof practicalimportance. Thefourth and possibly most important explanation is the fact that bottomtrawl resistancehas a componentof bottom friction whichis somewhat i ndependentof speed. This causes plots of dragversus speed to havea y- interceptswell abovethe origin. 91 PART III FISHING VESSELDESIGN AND CONSTRUCTION 93 FISHING VESSELDESIGN CURVES N. Brett Nilson NOAAData Buoy Center NSTL, Mi ssi ss i ppi 39529 Abstract Preliminary design curves are presented basedon data from Maritime Administration United States Fishing Fleet ImprovementAct fi les for fishing boats built between 1960and 1970. The curves are developed in both metric and English measurementsystems and are arranged in a logical and easily utilized format. Trends shownon the curves are b~iefly analyzed and a sample design is presented to demonstratethe use of the curves in early stage design. The paper provides the naval architect with the meansto quickly determine sizes and weights of technically feasible fishing boats for fallow- on use in developing construction cost estimates. Introduction During the 196Ds,a considerablenumber of fishing vessels were constructed under the United States Fishing Fleet ImprovementAct. To support the Act, technical files for these vessels were created and maintained in the Maritime Administration's Division of Small Ships. Sosmtimeafter 1970, these files were sent to Maritime Administration archives for permanentstorage. In the past 15 years, the Maritime Administration continued to participate in occasional fishing vessel designs, in particular serving as the design agent for the National Oceanic and Atmos- pheric Administration NOAA!. Examplesof NOAAdesigns done by the Maritime Administration are the Sl&-MA124a 120-ft Crabber/Trawler ResearchVessel and the PD-22690-ft Shrimper ResearchVessel. Since the old fishing boat files were available as a result of being called out of archives for the NOAAdesig~s, an opportunity existed to collect and reduce the data contained therein. The design curves in this paper are the result of such an effort under- taken during the spring of 1980. The curves themselves are based on data from 39 fishing boats built in the United States between 1961 and 1972. Of course, this means that the curves are 10 to 20 years out of date, which is a signifi- cant deficiency. The major technical shortcoming associated with the outdated curves is the complete absenceof glass-r einforced plastic vessels and the inclusion of only one all-aluminum boat. However, the wide variety of vessel types that constitute the data base tends to offset the age of the information and its lack of breadth as far as hull structural materials are concerned. Also, the evolutionary nature of shipbuilding technology development as is evident in the general consistency of the data over the 1960 to 1970 time frame described in the design graphs! should enable the use of the curves as a good baseline, especially for early design purposes.The formatof the designcurves is amenableto easy updatingby individual designers,consultant organizations, or shipyards. Nomenc 1 ature B - maximum beam, molded CB - block coefficient correspondingto the ready-for-sea di spla cement 7/ L x 8 x T! Ci - transverse waterplane inertia coefficient = / L x B3! transverse CiL " longitudinal waterplane inertia coefficient = longitudinal /{L3 x B! Cp - longitudinalprismatic coefficient = CB/Cx Cw - waterplanecoefficient A te 1 / ? x B! waterplane Cx midshipsection coefficient A id midshipshi / B x T! C - structure/machinery/outfit/ballast - weight coefficients weight/cubic number D " moldeddepth, from baseline at amidshipsto main deck GM - metacentric height KG - height of center of gravity abovebaseline L - length, on design waterline LCG - longitudinal center of gravity relative to the forward perpendi cul ar - design draft, molded,at amidships Standards of Measurement For the mostpart, the designcurves are presentedin the metric, or InternationalSystem S1! of units, althoughsecondary axes in Englishunits have been maintained. The standard {S1! units used herein are given below: Length - Meters Volume - Cubic Meters Displacementand Weight - Metric Tons,Equal to 1000Kilo- grams. metric ton = 1 m~ fresh water 0.976 m~ sea water! Power - Kilowatts - Speed - Knots All shipcharacteristics are basedon the "ready-for-sea" condition,consisting of lightship,crew and effects, stores, fuel, lube oil, fresh water, and ice if carried!. The characteristic hull length measurementis length on the design waterline in the ready-for-sea condition. Most of the design data available had 10 stations in length on waterline.! Draft, depth, and hul'1 coefficients are molded values based on the baseline at amidships at the intersection of hull and keel. The Maritime Administration's weight classification system is employedwith the steel category modified to "str~cture" to account for woodenvessels. The following breakdownis typical: STRUCTURE Hull House Fastenings for wooden vessels! fielding OUTFlTAuxiliary machinery Piping with liquids Electrical Joiner work Furniture Hull outfit Fishing outfit Spars and rigging Paint, cement, and caulking MACHINERY Propulsion machinery Machinery outfit BALLAST AND SOAKAGE Taken together for waaden vessels Cubic number equals LxBxD!/100 in English units, and has been soft-converted to metric units as LxBxD!/2.834. To obtain the lightship category weight in long tons, the product of the cubic number and the weight coefficient is calculated. Far metric tons this product must be multiplied by 1.0163, although for the purposes of early design the 1.0163 factor could be ignored. The design figures have been arranged to allow an orderly progression from initial vessel requirements to a first-cut set of design characteristics. Mhen using the curves, judgement should be employed to account for particular ship requirements. The individual data points have been plotted with indicators of vessel type to facilitate this process. The symbols given below are reproduced on the first figure, hold volume versus length: 0 - wood side trawler, or sca1loper U - steel side trawler, or scalloper 96 ~ - steei stern trawler + - steel shrimper > - steel seiner 0 - aluminummultipurpose x - steel menhaden Whereseveral points have the samelocation, a numeral corresponding to the total numberof coincident points has been placed adjacent to a single, exactly positioned symbol. The initial step in using the curves is to enter with a hold volume requirementand select a length and then beamand depth from Figures 1 and 2. With length, beam,and depth, the cubic number can be calculated, and Figures 3 through 7 consulted to estimate the weightsand centers of the lightship components.The designer is left to his ownjudgment to addreasonable weight and KG margins to the sumof the componentweights and KGsdetermined from these curves. It shouldbe noted, however,that the curve of lightship KG/0 versus cubic numberin Figure 7 includes a KG rise. Figure 8, propulsionpower plotted against ship speedand displacement,should be usedfor grossestimation only. It assumes a propulsioncoefficient on the order of 0.50 to 0.60. Figure 9, machineryweight versus power, is providedas anothermeans, besidescubic number,of estimatingmachinery. weight. Otherhull coefficients and stability parametersare given in Figures10 through16 in orderto allow trim andstability conditionsto be evaluatedwithout hydrostaticcurves. Design trends are also presentedfor bowheight, drag of keel. and freeboardin Figures17, 18, and19, respectively. Thefollowing equations mathematically represent the designcurves given in the figures. Theyare linear least-square fits of the plotteddata, although logarithmic or quadratictransformations may be involved. In the caseof the latter, to avoid the second-order least-squarescomputations, a location for the curve minimaor maximawas selected "by eye'. ~ Hold Volumeversus Length Figure I!: Vol ~ 0.0139 L! ', m ~ L/8 versus Length Figure 2!: L/8 a L/21.7 + 2.48 ~ 8/0 versus Length Figure 2!: 8/0 ~ L/60.2 + 1.40 ~ C Structure,Steel, versusCubic Number Figure 3!: C Struct Cubic No./50,000. + 0.326 ~ C Structure,Wood, versus Cubic Number Figure 3!: C Struct Cubic No./2,500. + 0.30 ~ KG/DStructure versus CubicNumber Figure 3!: KG/D= Cubic No./14,630. + 0.771 97 C Outfit versusCubic Number Figure 4!: C Outfft ~ Cubic No./17,140. + 0.196 KG/0 Outfit versusCubic Number Ffgure 4!: KG/D ~ Cubic No./8,820. + 1.04 C Machineryversus Cubfc Number Figure 5!: C Mach ~ Cubic No./27,300. + 0.0537 KG/DMachinery versus CugfcNumber Figure 5!: KG/0~ Cubic No.-400!i/1,309,000. + 0.494 C 8allast and Soakagever sus Cubic Number Figure 6!: Wood- C Ball ~ -Cubfc No./10,980. + 0.163 Mtee - C Ball -CubicNo./10.670. + 0.104 KG~allast andSoakage versus Cubfc Number Ffgure 6!: Mood- KG/D ~ -Cubic No,/3,250. + 0.350 steel - KG/D~ Cubfc No./7,270. + 0.212 Lf~gs fp KG/Dand LCG/L versus Cubic Number Figure 7!: House Forward .I .. ~ LCG/L -Cubfc No./25,000. + 0.510 House Aft lX>ZI Cubic No./12,000. + 0.723 LCG/L -Cubfc No./30,000 + 0.552 NachfneryWefght versus Power Figure 9!: Mefght ~ propulsion power, kw!1.332 ' /308.8, metric tons B/T versus L Figure 10!:, 8/T > Anal sis of Desi n Trends The majority of the trends displayed fn the figures are reasonable at first glance; however, the following are considered to warrant special attention: 98 Ff gure 1: Holdvolume is assumedto be the principaldesign requirement. Argumentscan be madefn favor of havingal ternative prf ncfpal requfrements, such as installed horsepoweror working-deck length and area; however, hold volume appears to result in a high correlation of basic hull characteristics for the entire spectrumof fishing boat types. Ffgure 3: Woadfs measurablyheavier than steel as a struc- tural material, and the difference in weight increasesfn proportionto the length. Onthe other hand, the KGsfor woodenboats are the same or less than those of equivalent steel hulls. The sfngle all-aluminum hull someof the steel hulls havealumfnia or woodenhauses! fs substantially lighter than steel with a slightly higherKG. Figure 7: The KGline for house-forwardboats fs 0.08 D to 0.10 D higher than house-aft vessels across the cubic numberrange. The correspondingLCG curve for house-forwardhulls fs about 0.05 L farther forward than that for house-aft boats. Ff gure ll: Thetrend for prismatic coefficient, C, fs nearlyconstant versus length, while b!ockcoeffi- cient, CB. increaseswf th length. Therefore, ft appearsthat larger vessels tend to havehigher midship section coefficients. Figure 12: Theratfo of metacentrfchefght to beam GM/B!, decreases with fncreasfng length. This trend represents a slight decrease in GNas ship length increases. Ff gure 18: The quadratic curve fft for this figure is a result of most hulls fn the 20- to 40-mrange having a 1.0- to 1.4~ drag. Shorter boats have less absolute drag of keel, but a similar proportion relatfve to their length. As the hulls approachthe size of ships greater than 40 m!, the drag of kee'1decreases, and for somevessels fs zero. Conclusions A Set Of fishing veSSeldesign curveSfs preSentedbased On data from Naritfme Admfnfstratfon technical files generatedunder the Vnfted States Fishing Fleet ImprovementAct between1960 and 1970. The curves are arranged fn a logical format that fs suitable for early design use. An exampleconcept design using the curves fs shown fn the Appendfx. 99 10,000 75 125 150 Longtlf Figure 1. Hald Volume vs. Length 5.0 4.0 3.0 2.0 1.0 75 150 Figure Z. Molded L/B and B/0 vs . Length 0.9 0.0 0.7 0. 6 0.5 G,i I 0,3 0.2 0.1 i00600 600 700 CubiCuuubbr Figure3. StructureWeight Coefficient andKG/D vs. CubicNumber 0.9 O,i a 0.3 0.2 0,1 200300 Cubicuuubrr Figure 4. Outfit Weight Coefficient and KG/Dvs. Cubic Number IQ1 0. OB 0. 06 g O.D6u 0.02 300600 500 600 700 BDO Cubicuuubuu Figure 5. Machinery Weight Coefficient and KG/Dvs. Cubic Number 0.3 0.2 a 0.5 0. 55 8 0.LD O.DS IOO 2DD 300 6 IXI 500 600 100 BDD 900 Cubicuuubcu Figure 6. Ballast and Soakage Weioht Coefficient and KG/D vs. Cubic Number luZ p. 1 p.6 p,5 0.6 7pp apo gpp cubicauaber Figure7. LightshipKG/0 and LCG/L vs. CubicNumber I 15 ~w III 14 hC 1500 kw- 2000 hp -i j- Vl +I-W. ~ +9+ 0 1250 kb 12 15 1000 kw C %7I I 1250 hp ll 750 kr . T I 1000 h 10 500 kw 250 kw S00hp ~ L .i ~ 0 200 400 600 800 1200 Ready-fpr-SeaDfgplaCemeot Metr!O 7png! Figure8. TnStalledMaximum COntinuOuS RatedpOb6er vS. iSpiaCement ivy 120 110 100 90 80 70 60 X tJ 50 40 30 K 20 10 500 1000 1500 2000 2500 hp 1nstalled Propulsion Power Figure 9. Machinery Weight vs. Power 4J Vl o 4. c Ch lO C Cl CO K CV Al lA CV 0 0 0 O O s/m r ill CPI I Cl CX5 C3 4J Pl 4 l/8 I44 CO 4 0 0 3 0 C! 0 Ih + P! 0 0 04 0 0 0 0 C CO 0 0 0 IA C! 3 0 0 4 'IO CO 4fI 0 0 cJ V' 0 CP IA 4 'Cl Ill 0 0 0 0 O 0 0 0 { s~~ «a! i q6 ~ay mg APPENDIX - EXAJ4IPLE DESIGN USING CURVES Procedure Develop characteristics to support a construction cost estimate for a steel stern trawler. The required hold volume f s 100 cubic meters. Step 1: Estimate L from Figure l. For hold volume = 100 m, obtafn L 24.0 m Step 2: Estimate initial 6 and D from Figure 2. With L 24.0 m, L/B 3.60 and B/D 1.80, yielding 8 24.0/3.60 6.67 m and D 6.67/1.80 3.70 m. Step 3: Calculate cubic numberand lfghtship componentweights and centers. Cubic no. - L x B x D/2.834 i 209.0 Structure Ffgure 3! ~s. 33 KG/D 0. 785 Wefght 0.33 x 209.0 x 1.0163 70.1 metric tons KG 0.785 x 3s70 2,90 m Outfit Figure 4! ~a 0.21 KG/D 1.07 Weight 44.6 metric tons KG i 3.96 m Hachfner Figure 5! m ~ .062 KG/D ~ 0.52 'Weight 13.2 metric tons KG ~ 1.92 m Ballast Figure 6! ~ 0.085 KG/D 0.18 Attempt to avoid use of bal'last if possible. Step 4: Calculate Lightship wefght and centers usfng a 5C wefght margfn and a O.lm KG rise. From Figure 7, for house-forward, LCG/LWL 0. 50. Item Wef ht, m. t. KG m LCG, m Structure 70. 1 2.90 Outfi t 44. 6 3.96 Machiner 13. 2 1.92 127.9 3.17 12. 0 6.4 +0.1 Total 134.3 3.27 12,0 Note that KG/D Lightship 0.88. l08 Step 5 Makean initial estimate of ready-for-sea displacement based on the foll owing addi tf onal requirements: Desi gn speed = 12 kn Crew ~ 10 Endurance= 7 days, 5 9 full power,2 8 half power Crew and Stores - Estimate 10.0 metric tons I I« tons Fuel - As a first guess,assume 500 kw installed powerat a fuel rate of 0.3 kg/kw-hr= 21.6 metric tons Assumelube oi 1 is negligible and no fce. Ready-for-seadisplacement, d = 177.6 metrfc tons Step 6: Remstfmatemachinery wefght using Figure 8. For 12 kn and 180 m- tons, obtain approximately450 kw fnstalled power. Keepthe previousvalue of 500 kwand from Figure 9 obtain a machineryweight of 13 m. tons, so use the 13.2 value estimated earlier, Step 7: ObtainCB and Cp from Figure 11. WithL 24.0 m,select CB 0.48 below curve! and Cp = 0.63. ThenT 4/ L x 8 x CBx specific gravity of seawater! 177.6/ 4.0 x 6.67 x 0.48 x 1.025! ~ 2.25 m So that 8/T 2.96. This fs within the spreadof data shownon Figure 10, Step 8: EstimateGM from Figure 12. Assumethat this is a required GMvalue for L = 24.0 m, N/8 = 0.12, GM ~ 0.80 m. Step 9: Obtain hydrostatic stabflity parameters. Figure 13: Wfth C8 = 0.48. KB/T = 0.63, so that KB 1.42 m Figure14: WithCp = 0.63, Cw 0.80 Figure 15: Wfth Cw 0.80, Ci 0.056 Then I =Ci xLx8 398.8m transverse BM It ! V 398.8/ 77.6/1.G25!= 2.30m Step 10: FromFigure 17, obtain bow hefght = 6.0 m below curve!. From Figure 18. select drag of keel 1.0 m Freeboard = D - T = 3.70 - 2.25 > 1.45 m, whichis high compared to Figure 19, but acceptable. 109 Step 11: Draw a small sketch to locate centers. Step 12: Trim and Stability Item Mei ht, mt KG m LCG, m Lightship 134.3 3.27 12.0 Crew and Stores 10.0 5.40 9.1 Fuel Oil 21,6 2.0 13.2 Fresh Mater 11. 7 1.75 4.3 Ready for sea 177.6 3. 13 11. 5 GN KB + BH - KG - free surface 1.42 + 2.30 - 3.13 0.01 estimated! - 0.58 m This is below the 0.80 value from Step 8, so add ballast See Step 3! Ballast weight = 0.085 x 209 x 1.0163 17.8 metric tons KG 0.18 x 3.70 0.66 m locate at LCG - 14.0 Ba1 last 17.8 0. 66 14. 0 ea y or sea Assume propulsion power is still sufficient for the new displacement. Recalculate GMwith revised hydrostatics and weights. Displacement = 195.4 metric tons AssumeCB = 0.48 as previously obtained Then T ~ 195.4/ 4.0 x 6.67 x 0.48 x 1.025! = 2.48 m KB ~ 0.63 x 2.48 ~ I. 56 m BN I /new V = 398.8/ 94.5/1.025! = 2.10 m transverse 110 GM 1.56 + 2.10 - 2.90 0.03. = 0.75 m Considerthis adequateuntil intact stability studiescan be conducted later in the design. LCG ~ 11.70 m ~ 0.49 x L Princi al Characteristics L 24.0 m on waterline 8 ~ 6.67 m 0 3.70 m Ready for sea 5- l95,4 metric tons T ~ 2.48m CB 0.48 Cp= 0.63 Cw 0.80 Installed power 500 kw 111 WEIGHTAND K ESTIMATES FPR FERROCEMENT FISHING VESSEL HULLS by B. Pickett, University of Michigan Present Address: 154 Cri tchlow Avenue South Riumveld Gardens, Georgetown GUYANA R. Latorre, Associate Professor School of Naval Architecture and Marine Engineering University of New Orleans P. 0. Box 1098 New Orleans, La. 70148 Abstract This paper presents formulas for estimating weight and Kg/0 for ferro cement fishing vessel hulls of 30 Loa 60 ft. These formulas were derived by extendingpublished data and adopting simplifying assumptions. A checkon the weight estimate indicates agreement within 10%. 1. Introduction Ferro cement has attracted much attention as an alternate material to steel for constructing fishing boat hulls. In addition to the lower material costs which represent savings of 4 to 7X, a well built ferro cementhull has additional advantagesincluding: 1. Ruggedness: Able to wi thstand service abrasion. 2. Strength Increased strength as cement cures. 3. Corrosion Resistance: No rust or corrosion protection required. 4. Capacity: In smaller vessels, a laraer fish hold is possible due to less space taken up by scantlings and thermal insulation required. This advantage is lost as vessel size increases. Ferro cement as a boat building materi al is like wood and fi ber- glass, It requires someskill and previous experience to obtain the desired results. The continued publicat.ion of books and reports /I/- /6/ has overcomethis lack of information and promoted the use of ferro cement in fishing vessel construction . 113 In the present study an attempt was made to correlate published information to obtain formulas for estimating weight and Ko/D values for ferro cement fishing vessel hulls of 30 Loa < 60 ft. This represents an attempt to reduce the data to the format used in the Maritime Administration's "Fishing Vessel Design Data" report /7/. The final stage of using existing vessel data to confirm these formulas was not attempted. This was an unfortunate necessity in order to finish the study as a class project /8/ in NA 402, Small Commercial Vessel Design, taught by the secondauthor at the University of Michigan. 2. Nomenclature 2 A Hull surface area ft s 8 Beam ft Hull weight coefficient Hull cubic index - Loa x B x T!/100 Hull cubic number Loa x B x D!/100 cCG HullD structure coefficient Hull depth ft, Kg Vertical center of gravity of hull ft. Kg Vertical center of gravity of hull and structure ft. Loa : Hull length overal 1 ft Lwl Hull length on waterline ft Sd Ferro cement hull surface density lbs/ft Hull draft ft VVd Weight of decks and brackets tons Weight of hull Table 1! tons W*: Weight of steel hull Table 1! tons h W Weight of hull and structure tons s W Weight of hull and upperworks tons w Weight of component tons Verti cal center of gravity of component ft. During the 1960's a numberof fishing vessels were constructed by the U. S. Fishing Fleet Improvement Act. The Maritime Administration's division of small ships created technical files for these vessels which were subsequently stored. In preparing fishing vessel designs for the National Oceanographicand Atmospheric Administration NOAA! these files were brought out of storage and published as a series of graphs and design equations for preliminary vessel design /7/. 114 The present study stems from an effort to develop guidelines similar to those in /7/ for estimating the weight and Kg /D of ferro cementfishing vesselsof length 30 Loa 60 ft. The format follows Fig. I from /7/ where W = C C tons s n I! Kg = Kg /0 D ! Here the subscript "s" refers to structure which includes the fishing boat hull, house, welding, and fastenings for woodenvessels!. With the possible combinationsof a ferro cementhull, and upper- worksconstructed using wood, steel or ferro cement, it is difficult to obtain a reasonableestimate for weight and Ko/Dfor all the different cases. Thereforethe presentstudy developed equations for estimating weight and Yg/0 for ferro cement, steel and aluminumhulls of 30 c Loa C' 60 ft. Wh ChCn KGh= KGh/D0 ! 4. Fishin Vessel Hull Wei ht and K /0 Estimates 4.1 ComponentsIncluded in Hull Weight, Kg/0 Estimates. The componentsincluded in the hull weight and Kg/D estimates are summarizedin Table I. The individual componentweight is presented in termsof the hull weightWh for ferro cement,steel andaluminum fishing vessel hulls basedon a 100 ft fishing vessel designs /3/. The structural weight W is then assumedto be: s W = Wh+W +W s h d uw where w Hull weight, broken down in Table I. Wd Main deck, forecastle deck and bracket weight. W House and upper works weight. In /6/ W i s not included. For the present comparison, it 1s assumed: 0.10 W + Wd! ! giving s 1.10 Wh+ Wd! 115 Further analysis resulted in a ratio of W/W for ferro cement,steel, and aluminum hulls given in Table 1. 4.2 Kg/D Estimates. The governing equation for obtaining the Kg/0 of each hull is: w/WW!x z/D! Kg/D w/Wh!. Equation 8! is usedto obtain Kg/Dfor the ferro cement,steel. and aluminumhulls in Table 1. The results are sunmarizedin Table 2. Developmentof Fishing Vessel Hull Weight Wh Estimates. Equation ! wasused to developthe vessel hull weight W estimates. For the rangeof 30 to 60 ft hull length, it was a!sumedthat the structure weight N ofa ferrocement would be equal to the equivalentweight of a wooden'hull. A hypotheticalhull of Loa 52.5ft., LWL 47.6ft., 8 = 14.5ft..D=7.4 ft,,T 5.7 ft. was used as a basis. This hull has a cubic number C ~ 56.33 and a cubic index C = 43.39. Assumingthe C equatio for woodenhulls /7/, is valid for ferro cementhulls with C 56.70, thenfrom Fig. 1 C ~ n s ~g + 0.30 9! giving C ~ 0.322 s From equation !: W = C C ~ 18.14 tons s s n Usingthe results in Table1 Wh/W~ 0.54 for ferro cementhulls s results in: Wh~ 0.54 8.14! = 9.8tons. In this manner it was possible to obtain the coefficients for equation ! which are summarized in Table 2. 5. Check of- Ferro Cement Wei ht Estimates It is possible to check the weight estimated using eq. 1! and the C> coefficient f'or ferro cement hulls in Table 2. The hypothetical 2 hull hasC I = 43.39which corresponds to a surfacearea A = 1015ft l 16 Table1. Hull WeightW andKg/D Breakdown Based on /6/ h Notes:Wh* 55,26tons for Steel Hul1 K 0 Italue Hull Material Ferro Cement Steel Aluminum Component w/Wh /0! w/Wh* Z/D! w/Wh Z/D! Keel 8 sternbar 0.013 .03! O.01,8 .01! 0.023 G.01! Rudder 5 stern frame 0.030 .35! 0.037 .35! 0.040 .35! Shell plating 0.5B .30! O. 555 .50! 0.586 .50! Shaft tunnel 0.027 .2O! O. P35 .20! 0.033 .22! Bottom shell stiffness 0.015 .19! G. 014 .19! 0,011 .19! Bulkheads 0.25 .67! 0.254 .60! 0.216 .60! Engine seats O.085 .15! 0.087 .15 ! 0.091 .15! w/Wh Kg/D! 1.00 .373D! 1.00 .465D! 1.00 .46D! 1.20 h h 1.0 0.448 Wh/W 0.54 O. 4/ 0.27 Table2. Coefficientsfor Ch andKg/D in Equations ! and ! Hull Material Ferro Cement Steel Aluminum 0.174 0.15 0.044 Kg/D 0.373 0.465 0.460 117 usingcurve "1" in Fig.2 fornormal hulls. Assuminga ferro cement hull will havea surface density sd = 19.45 lbs/ft, then sd! A lbs h 0! n 9.45! 015! ]g74175 lbs = 8.81tons Diff ~ x 100% Which gives a difference of - 105. 6. Discussion and Recomnendations This paperhas presented the results of a limited studyon weightand Kg/D equations for ferro cementhulls in the rangeof 30 Loa 60 ft. The calculation and assumptionsintroduced in obtainingthe coefficients in Table2 for equations ! and ! are sunlnarized.The results of an independentcheck on the weight of the ferro cementindicates the hull weight estimates are ~ithin 10% of each other. Thepreliminary Kg/0 estimates indicate the hull Kg/Dfor ferro cement is lower than steel and aluminumhulls. This calculation should be refined and a moredetailed analysis madeto establish the actual Kg/0position for several fishing vesse'1designs. If these initial Kg/Destimates are confirmed, then there is an additional advantage of larger GNto be claimed for ferro cementversus conventional hulls. As an extension of this study it is recommendedthe final stage of using existing vessel data to confirm the coefficients in Table 2 be made. Refer ences 1. Jackson, G. W. and Sutherland, W. N., CONCRETEBOATBUILDING, Allen 5 Unwin, London, 1969. 2. Bingham,B., FERROCLIENT DESIGN, TECHNIqUES AND APPLICATIONS, Cornell Maritime Press, Centerville, Maryland, 1974. 118 3. SamsonJ. & Wellens, THE FERRDCEMENT BOAT, SamsonMarine Design Enterprise, Ltd., Vancouver, Canada, 1972. 4. The Use of Ferro Cementin Boatbuilding, Articles from National Fisherman, ]6 pp No. U75] in Int. Marine Pub. Co., Ca~~en,$arine Catalogue. 5. Canby, C. 0., "Ferro Cement with Particular Reference to Marine Applications," University of Michigan, Departmentof Naval Architecture and Narine Engineering, Report No. 014, March, 1969. 64 pp. 6, Scott, W. G., editor, "Ferro Cementfor Canadian Fishing Vessels, Vol. 1, Industrial DevelopmentBranch Fisheries Service, Department of the Environment, Ottawa, Project Report No, 42, August, 1971, 7. Anon., "Fishing Vessel Design Data," U. S. Departmentof Commerce Naritime Administration, Office of Ship Construction, Washington, D. C., Nay, 1980. 8. Pickett, B., "Ferro Cementkull Weight Estimates and a Comparison with Steel and AluminumVessels," University of Michigan, Departmentof Naval Architecture and Narine Engineering, Report No. 402, April, 1983. 119 FIGISTRUCTURE VVKIGHT COEFF'ICIET CS AHOttG~ FORtt5,FISHING VESSELS 1960-1970 >1/ Q m l ter I Vessel M ter ON 125 0A 03 02 400SOO800 700800 900 CottleNvattter, Cn e !JQ ~ Cn 100 . 2,03s A FIG,2 1 'IO lt2 100 200 10 20 30 <0 50 CuttrcInder CI a lQP~ IOO 120 HYDRODYNAMIC DESIGN OP TUNA CLIPPERS R. Adm. Pascual O'L'ogher ty !iigue' Moreno Manuel Carli.er Manuel O'Dogher ty C.E.H. de El Par do Abstract .he great incr ease experienced in the cost of mar'ine . ue s has a lar'ge influence on the service speed of many vessels, which tends to decrease. Nevertheless, in the case of Tuna Clippers, the high value of the catch brings about the need of maintaining a rather high service speed for a better economy of' exploitation, Due to this design requirement, the hydrodynamic studies, contributing to a maximum fuel economy become of prior importance- In this paper, the hydrodynamic aspects of' the design of Tuna Clippers are analized, including: Computer aided choice of main Design parameters. Hull Lines Optimization . Appropriate choice of propelling system. Two empirical Power/Speed Estimation methods are also presented. Both of Chem can be applied, with satisfa.ctory results, to the tuna clippers. The first one is an early design method, being Che second one a more accuraCe method, based on regr'essional analysis of the tests results of similar vessels, stored in the Data Bank of El Pardo 11odel Basin. Introduction The attention to be paid Co the hydrodynamic aspects of the design of tuna clippers is of' utmost importance taking Into account the following consider atior.s: These ships have to stay at sea duri,ng long periods o. time, so that it becomes essential to assure that the ship has good seakeeping conditions, being able to sustain relatively high speeds in adverse weather conditions. .he pr'esence of holds with live bait and large free surfaces renders the stability of these vessels a point of utmost importance, that must be studied in great detail, in order to avoid service conditions that may endanger ship safety. 121 The study of ship lines and the appr opriate choice of the propulsion equipment and/or the reduction gear in order to dect.de favour'able screw oper at'onal r pm's have a la.r ge Incidence on fuel consumption and so on the economy o. exploi t;ation.