M fttcUatlcs Ualingfo,rd The structure of flow in open channels - a literature search Voluae 2 P G Hollinrake BSc Report No SR 153 January 1988 Registered Office: Hydraulics Research Limited, Wallingford, Oxfordshire OX10 8BA. Telephone:0491 35381. Telex: 848552 SUIIUARY Thie report preseote the result of a literature aearch into flor in open channele with particular interest io Flood Channels. The eearch ie presented in the form of three filee: - a cerd inder file developed on the Apricot micro coa?uter aaaociated rith the Flood Chanoel Facility which indicates the eource of the publication and givec detaile of any experinental facility. - a Precis of each paper or book accessed iadicatiag the cheaael type studiedr the aims of the paper, conclueions drawn and the nature of the instrunente ueed in the etudy. - details of the channels studied in previoua reaearch inco flow interactioor aecondary flor, turbulence, nomeotuu tranafer etc, unified in S.1 units. Three relevant dimeneionlees parameters are also presented. Thie report supplements The atructure of flow in open chaanels - a literature eearch, January 1987. The layout of the contenta of this report are the aame aa for Report No SR 96. CONTENTS Page 1. ACKNOWLEDGEMENTS 1 2. CARD INDEX OF PAPERS 2 3. PRECIS OF PAPERS 6 4. GEOUETRIC PAPERS 7 ACKNOWTEDGEUENTS This work nas sponsored by the Ministry of Agriculture, Fisheries and Food, as part of the strategic research comuission, number 13A, of Ilydraulics Research. The author carried out the work in Dr P G Samuels section in the River Engineering Department at Hydraulics Research, headed by Dr I,l R White. The author is grateful to Dr D A Ervine of Glasgow Universityr Dr D I,l Knight of Birningharn Universityt Dr tI R C ltyers of Ulster University, Dr R 1l J Sellin of Bristol University and Dr P R Wormleatoa of Queen Mary College, London University for their help in compiling the references in the literature search. 2 CARD IT{DEX OF PAPERS The card index was compiled on che Apricot Xi-10 micro computer associated with the Flood Channel Facility at Hydraulics Research, using CARDBOX-PLUS,Version 3 as supplied by Business Simulations Ltd. The field captions used in the card index are detailed below: Author self explanatory Title self explanatory Pubrn publication (see Abbrevietion of Publ icat ions ) Data form of data presentation, graphical notation Key words self explanatory Channel type channel types are defined as experimental, prototypical, theoretical, sinple, compound, smooth, rough, bend, duct or pipe. Due to the restricted space available on the card format used, abbreviations of the above channel descriptiona are frequently necessary. Ft, FW, FD flune length, width and depth CL, Ctl, CD channel length, lridth and depth FCS flume or channel slope, eg 2(-3) represenLs a slope of 0.002 a discharge INST instruments used in experimental work Abbreviation of Publications AMER American ANN Annual ASME American Society of llechanical Engineers ASP Aspects cII, CHAN Channel CIV Civi I CONF Conference CONG Congress CONST Construct ion CONT Control DEPT Department D, DIV Divi sion DPRI Disaster Prevention Research Ins ti tute ELEM El ement s EM Engineering Mechanics ENG Engineering EXP Experimental FIN Finite FOUND Foundation GEOL Geological GEOPHYS Geophysical HYD, IIYDR Ilydraul ic s IAIIR International Association Hydraulic Research ID Irrigation and Drainage IHI"t Institut for ltydronechanik and Wasserwirt schaf t INST Insti tute INT International 3 IWES Institute of Water Engineers and Scientist s J Journal JICE Journal Institute of Civil Engineers JSCE Japan Society of Civil Engineers MEAS Ueasurements MEClT Mechanics MIN Ministry MOD Model I ing NACA National Advisory Commitcee for Aeronautics NO Nuuber PASCE Proceedings American Society of Civil Engineers PICE Proceedings Institute of Civil Engineers PROC Proceedings REF Refined REG Regional RES Research REV Review SED Sediment soc Society STN Station STR Structures SYMP Symposiun TASCE Transactions American Society of Civil Engineers TASMN Transactions American Society of Mechanical Engineers TECH Technical TN Technical note TRANS Transac Eions TUR Turbulence UKAEA United Kingdon Atomic Energy Authori ty UNIV University US United States USWES United States Waterways Experimental Station v0L Volume WH, WAT IIAR ldaterways and Harbours A copy of each of the papers detailed in the card index is kept on the Flood Channel Facility. Books referred to are kept in the library at Hydraulics Research Ltd. The author accepts that the literature search does not give a comprehensive coverage of papers and books relating to the structure of flow in open channels. The literature search will be updated as further material becomes available in recognition of this fact. .TITLE TIIE GEOMETRYOF SMALL MEANDERINGSTREAI'{S .7328S, L970 ..:....... .DATA MEANDERLENGTII' WIDTlt, BREADTII; PARTICLE SIZE, .KEY WORDS MEANDERS, . .DISCHARCE, TRANSPORTRATE, SLOPE, SEDTMENTCONC. SEDTMENTTRANSPORT, GEOMETRICAL RATIOS .CHANNEL TypE EXp, SIUP, ROUGH, MEANDERS .FL 3OOFT . FI{t 34 FT .FD .cL 300 FT .cw 3.23 FT .cD ..Fcs212.6(-3) .Q 0.205 - 3.248 .INST POINT GAUGES,SAND TNJECTOR . CUSECS .AUTHOR ALFRINK B J, van RIJN L C .PUB-N PASCE,J HYD ..D, VoL 109, HY3 .TITLE TWOEQUATTON TURBULENCE MODEL FOR FLOWIN .JULY, 1983 . TRENCIIES .DATA DEPTH, TURBULENCEENERGY, FLOW VELOCrry, SITEAR .KEy WORDSTURBULENCE, .STRESS,EDDY VTSCOSITY, SIIEAR VELOCTTY .TRENCII,SHEAR STRESS EDDYVISCOSITY .CHANNELTypE THRY, EXp, COMP, SMOOTII .FL 17 M .FW0.5 M .FD 0.7 M .cL .cld 1.0 M .cD 0.2 M . FCS .INST LASER :a DOPPLERANEMOMETER .AUTHORAUER. SOC. OF CIV. ENG. - EDITOR M. ELLIOTT .PUB'N PROCEEDINGSOF ...THE CONFERENCE .TITLE RIVER MEANDERING. PROCEEDINGSOF T1IE CONFERENCE .RIVERS, NEWORLEANS, .RIVERS'83 .LOUTSTANA,OCT,1gB3 .DATA GEoMoRPIlotocY'EFFECTS oF MAN'S AOTIVITIES, .KEY I.IORDS .ENGINEERINGANALYSIS, NUMERICAL& PHYSICALMODELLING RIVER MEANDERING .CHANNEL TYPE .FL .FW .FD .cL .cI'] .cD . FCS .a . INST .AUTHOR AMERICAN SOCIETY OF CIVIL ENGINEERS .PUB'N PASCE,J HYD ..D, VOL106, HY5, .TITLE SOURCESOF COMPUTERPROGRAMS IN HYDRAULICS 1e80 :*t, .DATA GROUND WATER,HYDMULICS, LYDROLOGY, SURFACE .KEY WORDSHYDMULICS, .WATER, THERMALDISCHARGE, TIDAL RIVERS, ESTUARIES .COMPUTERPROGRA}TS .CHANNEL TYPE .FL .FW .FD .cL .cI,J .cD . FCS .a . INST .AUTTIORANDERSON A G .PUB'N rAHR, 12 TH ;... .CONG, FORTCOLLINS, .TITLE ON THE DEVELOPMENTOF STREAI'{MEANDERS ..1967 .DATA MEANDERIENGTII, TIME, RELATIVE MEANDERLENGTII, .KEY WORDSMEANDERS, .FROUDE NUMBER, DISCIIARGE, DEPTH .ALTERNATEBARS, FROUDE .CHANNEL TypE TItRy, SIMP, EXp, RGH .FL . FI{ .FD .cL .ct^r .cD . FCS . :a INST .AUTTTORANDREWS E D .PUB.N JOURNALOF ...HYDROLOGY,46, 1gg0 .TITLE EFFECTIVEAND BANKFULLDISCHARGES OF STREAMSIN .THE YAMPARIVER BASIN, COLARADOAND WYOMING .DATA DISCHARGE, SEDIMENTLOAD, DRAINAGEAREA, BED .KEY I4IORDS BANKFULL .I'{ATERIAL,RECURRENCE INTERVATS .DISCHARGES, SEDIMENT .....LoAD, EFFECTM .CHANNEL TYPE PROTO,THRY, SIMP, RGH .DISCHARGE .FL .FW .FD .cL . c!{ .cD . FCS . :a INST .AUTIIORANWAR It O, ATKINS R .PUB-N PASCE, J HYD ....D, VOL 106, HYg, .TITLE TURBULENCEI'{EASUREMENTSrN STMIILATEDTrDAL FLOW .AUG, 1gg0 .DATA NONDTMENSTONALSIiEAR & MEAN VELOCrry, TURBULENT .KEy WORDS TURBITLENCE .INTENSITY PROFILES, REYNOLDSSTRESS, ENERGYSPECTRA . INTENSITY, REYNOLDS SIIEAR STRESS, ENERGY .CIiANNEL TypE EXp, TItRy, SIMP, SMTII .spEcTRA .FL 27 t4 .FW0.6 M .FD 0.4 M .cL 27 M . crr 0.6 M .cD 0.4 M . FCS .Q 0.140 cuuEcs .INST E.M. & MIN CURRENTMETER, HOT .FIIM ANEMOMETER,PRESTON TUBE .AUTIIORARNOLD U, STEIN U, PASCIIEE .PUB'N INT SYMPON . LASERANEI.{OMETRY, .TITLE FIRST EXPERIENCESWITTI AN ON AXIS LDV SYSTEM IN .ASME, FLORIDA .SPECIAL APPLICATION TO OPEN CHANNEL pOr{ER DOPPLERBURST, SPECTRA,VELOCTTY .KEY I{ORDS LASER DOPPLER :DATA .ANEMOI'{ETER .CHANNEL TypE EXp, THRY, COMP, SMTH, RGH .FL 25 M .FW 1 M .FD .cL .cI.] .cD . FCS .INST LASER :a DOPPLERANEMOMETER .AUTHORBAGNOLD R A .PUB'N GEOLOGICAL SURVEY PROFESSIONAL .TITLE SOME ASPECTS OF TIIE SHAPE OF RIVER MEANDERS .PAPER282-8, Lg60 .DATA RESISTANCECOEFFICIENT, CURVATURECRITERION, .KEY WORDS MEANDERS, .CROSS SECTION . ENERGYDISSIPATION, EDDY FORMATION .CHANNEL TypE THRY, EXp, SIMP, RGH, MEANDERS .FL . FI"l .FD .CL . ctt .cD . FCS .a . INST .AUTIiOR BATIIURST J C .PUB'N PASCE, J HYD D, VOL 112, HY5, .TITLE SLOPE AREA DISCHARGE GAGING IN MOUNTAIN RIVERS .JUNE, 1986 .DATA MEASURED, PREDICTED (SI,OPN AREA) & PREDICTED .KEY WORDSFLOW GAUGING, .(SIMPLE METTIOD), RELATIVE SUBMERGENCE .SLOPE AREA METITOD, .....MOUNTAIN RIVERS .CLANNEL TypE PROTO, TI{RY, SIMP, RcH .FL .FW .FD .cL 5, 150 M .ct{ 5, 50 u .cD . Fcs . 398| 3.7 3G2) .Q 0.L37 - 195 CUBIC.INST ENGINEERSLEVEL, STAFF, TAPE .I{ETRESPER SECOND .MEASURE .AUTHORBETTESS R, I{HITE W R .PUB'N PICE, PART 2, ...75, SEPTEMBER,1983 .TITIE MEANDERINGAND BMIDING OF ALLUVIAL CHANNELS .DATA SLOPE,DTSCHARGE, SEDIMENT SrZE, SEDTMENTCONC, .KEy WORDSMEANDERTNG, . BMIDING, ALLUVIAL CLANNELS,STABLE .CIIANNEITYPE EXP, THRY, SIMP, RGII, MEANDER,BRAID .CITANNELTIIEORY .FL 24 t4 .FW 2.44 M .FD 0.61 M .cL 24 tI .cw 0.22 M .cD 0.04 M .FCS 1.8 - 5.6(-3) .Q 0.001 - 0.0066 .INST POINT GAUGES . CUMECS .TITLE CITARACTERISTICSOF TURBULENT BOUNDARYSITEAR ..L974 . STRESS .DATA TURBULENTINTENSITY, REYNOLDSNO., SHEAR STRESS .KEY WORDSTURBULENCE, . PROBABTLTTYDENSTTY, AUTOCORRELATTONFUNCTTON .BOUNDARYSIIEAR STRESS, TIOT FILM ANEMOMETER .CHANNEL TypE EXp, TIlRy, SIMPLE, SMOOTH .FL 10 M .FW 20.4 CM .FD 20.4 CM .cL 10 M .cw 20.4 cM .cD 20.4 CM .FcS 0.5 to 10(-3) .Q 335 - 9460 CUBrC .rNST ttoT FILM ANEMOMETER, . cM/s . PIEZOMETRICTAPPINGS .PUB'N PASCE,J HYD :T:::: :::]:::::: D, VOL 109, 7, JULY, .TITLE FLOTI DEPTITIN SAND BED CI{ANNELS .1983 .DATA DENSTMETRTCFROUDE NO., SHEARSTRESS, DrSCI{ARGE.KEy WORDSFLO[{ DEprIt, ., sLoPE, GMrN FROUDENO., DEPTII, VEtOCrTy, ItyD RAD. .SANDBED CIIANNELS .CIIANNEL TYPE TIIRY, EXP, SIMP, .FL .FW .FD .CL . ctl .cD . FCS . INST :a .AUTIIOR BROI.{NLIE W R .PUB'N PASCE,J IIYD ..D, VOL109, NO 7, .TITIE FLOI{ DEPTH IN SAND BED CHANNELS .JULY,1983 : .DATA DENSTMETRTCFROUDE NO, SHEAR STRESS, DTSCHARGE, .KEy WORDSFLOW DEPTH, .GMIN FROUDE, VISCOUS EFFECTS, DEPTII, VELOCITY . SAND BED C}TANNELS .CHANNEL TYPE THRY, EXP, SIMP, RGIT .FL .FW .FD .CL .cw .cD .