MORMUGAO PORT TRUST Deepening of Approach Channel for Capesize Vessels
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Regulatory Issues in International Martime Transport
Organisation de Coopération et de Développement Economiques Organisation for Economic Co-operation and Development __________________________________________________________________________________________ Or. Eng. DIRECTORATE FOR SCIENCE, TECHNOLOGY AND INDUSTRY DIVISION OF TRANSPORT REGULATORY ISSUES IN INTERNATIONAL MARTIME TRANSPORT Contact: Mr. Wolfgang Hübner, Head of the Division of Transport, DSTI, Tel: (33 1) 45 24 91 32 ; Fax: (33 1) 45 24 93 86 ; Internet: [email protected] Or. Eng. Or. Document complet disponible sur OLIS dans son format d’origine Complete document available on OLIS in its original format 1 Summary This report focuses on regulations governing international liner and bulk shipping. Both modes are closely linked to international trade, deriving from it their growth. Also, as a service industry to trade international shipping, which is by far the main mode of international transport of goods, has facilitated international trade and has contributed to its expansion. Total seaborne trade volume was estimated by UNCTAD to have reached 5330 million metric tons in 2000. The report discusses the web of regulatory measures that surround these two segments of the shipping industry, and which have a considerable impact on its performance. As well as reviewing administrative regulations to judge whether they meet their intended objectives efficiently and effectively, the report examines all those aspects of economic regulations that restrict entry, exit, pricing and normal commercial practices, including different forms of business organisation. However, those regulatory elements that cover competition policy as applied to liner shipping will be dealt with in a separate study to be undertaken by the OECD Secretariat Many measures that apply to maritime transport services are not part of a regulatory framework but constitute commercial practices of market operators. -
Glossary of Nautical Terms: English – Japanese
Glossary of Nautical Terms: English – Japanese 2 Approved and Released by: Dal Bailey, DIR-IdC United States Coast Guard Auxiliary Interpreter Corps http://icdept.cgaux.org/ 6/29/2012 3 Index Glossary of Nautical Terms: English ‐ Japanese A…………………………………………………………………………………………………………………………………...…..pages 4 ‐ 6 B……………………………………………………………………………………………………………………………….……. pages 7 ‐ 18 C………………………………………………………………………………………………………………………….………...pages 19 ‐ 26 D……………………………………………………………………………………………..……………………………………..pages 27 ‐ 32 E……………………………………………………………………………………………….……………………….…………. pages 33 ‐ 35 F……………………………………………………………………………………………………….…………….………..……pages 36 ‐ 41 G……………………………………………………………………………………………….………………………...…………pages 42 ‐ 43 H……………………………………………………………………………………………………………….….………………..pages 49 ‐ 48 I…………………………………………………………………………………………..……………………….……….……... pages 49 ‐ 50 J…………………………….……..…………………………………………………………………………………………….………... page 51 K…………………………………………………………………………………………………….….…………..………………………page 52 L…………………………………………………………………………………………………..………………………….……..pages 53 ‐ 58 M…………………………………………………………………………………………….……………………………....….. pages 59 ‐ 62 N……………….........................................................................…………………………………..…….. pages 63 ‐ 64 O……………………………………..........................................................................…………….…….. pages 65 ‐ 67 P……………………….............................................................................................................. pages 68 ‐ 74 Q………………………………………………………………………………………………………..…………………….……...…… page 75 R………………………………………………………………………………………………..…………………….………….. -
Download/Dnvgl-Rp-G107-Efficient-Updating-Of-Risk-Assessments (Accessed on 5 April 2021)
applied sciences Article Determination of the Waterway Parameters as a Component of Safety Management System Andrzej B ˛ak 1,* and Paweł Zalewski 1 Faculty of Navigation, Maritime University of Szczecin, Wały Chrobrego St. 1-2, 70-500 Szczecin, Poland; [email protected] * Correspondence: [email protected] Abstract: This article presents the use of a computer application codenamed “NEPTUN” to ascertain the waterway parameters of the modernised Swinouj´scie–Szczecinwaterway.´ The designed program calculates the individual risks in selected sections of the fairway depending on the input data, including the parameters of the ship, available water area, and positioning methods. The collected data used for analyses in individual modules are stored in a SQL server of shared access. Vector electronic navigation charts of S-57 standard specification are used as the cartographic background. The width of the waterway is calculated by means of the method developed on the basis of the modified PIANC guidelines. The main goal of the research is to prove and demonstrate that the designed software would directly increase the navigation safety level of the Swinouj´scie–Szczecin´ fairway and indicate the optimal positioning methods in various navigation circumstances. Keywords: safety of navigation; safety management system; fairway; navigation channel; marine traffic engineering Citation: B ˛ak,A.; Zalewski, P. Determination of the Waterway Parameters as a Component of Safety 1. Introduction Management System. Appl. Sci. 2021, The aim of the work described in the paper was to build an application of the inte- 11, 4456. https://doi.org/10.3390/ app11104456 grated navigation safety management system (INSMS) for coastal waters and harbour approaches in order to easily estimate the risk level of a selected part of the waterway in Academic Editors: Peter Vidmar, predefined hydrometeorological and navigation conditions. -
Seacare Authority Exemption
EXEMPTION 1—SCHEDULE 1 Official IMO Year of Ship Name Length Type Number Number Completion 1 GIANT LEAP 861091 13.30 2013 Yacht 1209 856291 35.11 1996 Barge 2 DREAM 860926 11.97 2007 Catamaran 2 ITCHY FEET 862427 12.58 2019 Catamaran 2 LITTLE MISSES 862893 11.55 2000 857725 30.75 1988 Passenger vessel 2001 852712 8702783 30.45 1986 Ferry 2ABREAST 859329 10.00 1990 Catamaran Pleasure Yacht 2GETHER II 859399 13.10 2008 Catamaran Pleasure Yacht 2-KAN 853537 16.10 1989 Launch 2ND HOME 856480 10.90 1996 Launch 2XS 859949 14.25 2002 Catamaran 34 SOUTH 857212 24.33 2002 Fishing 35 TONNER 861075 9714135 32.50 2014 Barge 38 SOUTH 861432 11.55 1999 Catamaran 55 NORD 860974 14.24 1990 Pleasure craft 79 199188 9.54 1935 Yacht 82 YACHT 860131 26.00 2004 Motor Yacht 83 862656 52.50 1999 Work Boat 84 862655 52.50 2000 Work Boat A BIT OF ATTITUDE 859982 16.20 2010 Yacht A COCONUT 862582 13.10 1988 Yacht A L ROBB 859526 23.95 2010 Ferry A MORNING SONG 862292 13.09 2003 Pleasure craft A P RECOVERY 857439 51.50 1977 Crane/derrick barge A QUOLL 856542 11.00 1998 Yacht A ROOM WITH A VIEW 855032 16.02 1994 Pleasure A SOJOURN 861968 15.32 2008 Pleasure craft A VOS SANTE 858856 13.00 2003 Catamaran Pleasure Yacht A Y BALAMARA 343939 9.91 1969 Yacht A.L.S.T. JAMAEKA PEARL 854831 15.24 1972 Yacht A.M.S. 1808 862294 54.86 2018 Barge A.M.S. -
Glossary of Nautical Terms & References
Canadian Coast Guard Auxiliary Search & Rescue Crew Manual GLOSSARY OF NAUTICAL TERMS & REFERENCES Glossary of Nautical Terms 245 Bearing – The direction in which an object lies A with respect to the reference direction. Bearing, Collision – A set of bearings taken on a Abaft – In a direction towards the stern. converging vessel in order to determine if a danger of collision exists. Abeam – On the beam; a direction at right angles to the keel. Bearing, Compass – A bearing relative to the Ship’s Compass North. Aboard – In or on board the vessel. Bearing, Magnetic – A bearing relative to the Afloat – A vessel totally supported by water and Magnetic North. off the bottom. Bearing, Relative – A bearing relative to the ship’s Aft – At or towards the stern. heading or bow of the vessel. Ahead – In the direction of the vessel’s head or Bearing, Ring – A ring fitted over a compass and bow. equipped with sighting lines for observing Aid to Navigation – A device or object, external to compass bearings. the vessel, located to assist in safe navigation. It Bearing, True – A bearing relative to True North. may be natural, a man-made structure or object. Beating – The procedure of sailing or running to Air Accident – A SAR Incident where the original windward with alternate tacks across the wind. vehicle of transportation of the persons involved was an airborne vehicle, regardless of Belay – To make fast a rope on a cleat by taking where the vehicle came to rest. turns. Amidships – In the middle of the ship, whether Bifurcation Buoy – A buoy that marks where a longitudinally or laterally. -
AFRAMAX Tanker Design
The Society of Naval Architects and Marine Engineers (SNAME) Greek Section – Technical Meeting 15. March 2012, Athens HOLISTIC SHIP DESIGN OPTIMISATION: Theory and Applications by Apostolos Papanikolaou National Technical University of Athens - NTUA Ship Design Laboratory – SDL http://www.naval.ntua.gr/sdl A. Papanikolaou HOLISTIC SHIP DESIGN OPTIMISATION 1 List of contents 1. Introduction to Holistic Ship Design Optimisation • Important Design Optimization Notions • Holistic Optimisation Methodology 2. Optimization of RoPax ships – Case study • Projects ROROPROB (2000-2003) and EPAN-MET4 (2004-2007) 3. Optimisation of High-Speed vessels • Project FLOWMART (2000-2003) 4. Holistic Optimisation of Tanker Ships – Projects SAFEDOR and BEST (2005-2011) • Multi-objective Optimization of Tanker Ships • Case study-reference ship • Alternative configurations • Discussion of results 5. Conclusions- The Way Ahead A. Papanikolaou HOLISTIC SHIP DESIGN OPTIMISATION 2 Important Design Optimization Notions (1) • Holism (from Greek όλος, meaning entire, total)-holistic The properties of a system cannot be determined or explained by looking at its component parts alone; instead of, the system as a whole determines decisively how the part components behave or perform. “The whole is more than the sum of the parts” (Aristotle Metaphysics) • Reductionism-reduction: is sometimes interpreted as the opposite of holism. “A complex system can be approached by reduction to its fundamental parts” • Holism and reductionism need, for proper account of complex systems, to be regarded as complementary approaches to system analysis. • Systemic and analytical approaches are also complementary and strongly related to holism and reductionism • Risk (financial): “A quantifiable likelihood of loss or of less-than-expected returns” • Risk (general): “A quantifiable likelihood of loss of an acceptable state or of a worse-than-expected state condition” • Safety: may be defined as “An acceptable state of risk” A. -
Panama Canal Expansion Impacts on Fleet Patterns and Challenges in Terminal Design Presented by Michael Horton, C
Panama Canal Expansion Impacts on Fleet Patterns and Challenges in Terminal Design Presented by Michael Horton, C. Eng, P.E. Agenda • Panama Canal Expansion, the Coming Fleet – Fleet Vessel size – Container Vessel Size • Design Criteria , Present & Future – Terminal Requirements for the Future – Options for Berth Construction • Challenges, Moving Forward – Time – Money • Conclusions The New Generation Source: ACP Ready or Not? In 1995 the Regina Maersk was big at 6,500 TEU – 5,800 trucks – 25 barges – 550 cargo planes Regina Maersk (1995) Now We Have the Emma Maersk at 11,000 or 13,000TEUs Emma Maersk (2006) But Still Not The Biggest Vessel On The Water Typical Maritime Transport Costs Source: Delft University, “Containerization International Charter Market Report”, Drewry Container Market Review 2006-2007. Container Ship Dimensions by Capacity (averages) Capacity Draft LOA Beam (TEUs) (m) (m) (m) 2,000-2,999 11.6 239 31.5 3,000-3,999 12.1 259 32.4 4,000-4,999 13.0 284 33.2 5,000-5,999 13.7 281 39.0 6,000-6,999 13.9 302 40.6 7,000-7,999 14.6 343 42.6 8,000-8,999 14.3 329 42.8 9,000-9,999 14.7 344 44.0 >10,000 15.5 398 56.4 Immediate Demand (ECSA carrier) • (2010) - 6,300 TEUS: – Length: 300 Meters – Beam: 40 Meters – Draft: 14.5 Meters – DWT: 76,000 • (2014) - 8,800 TEUS: – Length: 338 Meters – Beam: 46 Meters – Draft: 15.5 Meters – DWT: 116,000 Vessel Size: Conclusion • Panama Canal sets the new top end? • Vessel size will be a factor of route, market potential and facilities availability • With or without the Canal expansion, terminal -
13.012 Hydrodynamics for Ocean Engineers Reading #3
13.012 Hydrodynamics for Ocean Engineers Reading #3 13.012 Hydrodynamics for Ocean Engineers Prof. A.H. Techet Fall 2004 Archimedes’s Principle and Static Stability “Any object, wholly or partly immersed in a fluid, is buoyed up by a force equal to the weight of the fluid displaced by the object.” “The apparent loss in weight of a body immersed in a fluid is equal to the weight of the displaced fluid.” I. Archimedes’s Principle: The force on a body due to pressure alone (in the absence of viscous forces) K F = ∫∫ p nˆ ds (3.1) S where pressure is a function of depth below the free surface: p(z) = −ρgz . (3.2) K F = ∫∫ p nˆ ds = − ρg ∫∫ z nˆ ds (3.3) S S By Calculus the surface integral can be converted into a volume integral (Gauss’s Theorem/Divergence Theorem): K K ∫∫G ⋅ nˆ ds = ∫∫∫∇ ⋅G dV (3.4) SV Thus equation becomes: K FpndsgzndsgdVgVk==−=∫∫ˆˆρρρ ∫∫ ∫∫∫ =ˆ (3.5) SSV version 3.0 updated 9/8/2004 -1- ©2003, 2004 aht 13.012 Hydrodynamics for Ocean Engineers Reading #3 We can see now that the buoyancy force acts to counterbalance the displaced volume of fluid. For a half submerged body the area of the water plane must be accounted for in the integration. II. Moment on a body (Ideal Fluid) The moment on a submerged body follows directly from structural mechanics or dynamics methodologies. K K M = p(x × nˆ) ds ≡ (M ,M ,M ) = (M ,M ,M ) (3.6) ∫∫ 1 2 3 x y z S Figure 1: x, y, z coordinate reference frame. -
Operational Challenges to Port Interfaces in the Multi-Modal Transport Chain (Maritime and Hinterland Connections)
Operational Challenges to Port Interfaces in the Multi-modal Transport Chain (Maritime and Hinterland Connections) 2013 Table of contest Introduction ................................................................................................................................ 4 PART I EVALUATION OF THE EXISTING SITUATION .................................................... 5 1. Research methodology ....................................................................................................... 5 1.2 Setting the Criteria ....................................................................................................... 5 1.3 Selection of indicators ............................................................................................... 11 2. Latvian ports ..................................................................................................................... 21 2.1 Freeport of Riga ......................................................................................................... 22 2.2 Port of Liepaja ........................................................................................................... 33 2.3 Port of Ventspils ........................................................................................................ 38 3. Lithuanian ports ................................................................................................................ 43 3.2 Port of Klaip ėda ........................................................................................................ -
Course Objectives Chapter 2 2. Hull Form and Geometry
COURSE OBJECTIVES CHAPTER 2 2. HULL FORM AND GEOMETRY 1. Be familiar with ship classifications 2. Explain the difference between aerostatic, hydrostatic, and hydrodynamic support 3. Be familiar with the following types of marine vehicles: displacement ships, catamarans, planing vessels, hydrofoil, hovercraft, SWATH, and submarines 4. Learn Archimedes’ Principle in qualitative and mathematical form 5. Calculate problems using Archimedes’ Principle 6. Read, interpret, and relate the Body Plan, Half-Breadth Plan, and Sheer Plan and identify the lines for each plan 7. Relate the information in a ship's lines plan to a Table of Offsets 8. Be familiar with the following hull form terminology: a. After Perpendicular (AP), Forward Perpendiculars (FP), and midships, b. Length Between Perpendiculars (LPP or LBP) and Length Overall (LOA) c. Keel (K), Depth (D), Draft (T), Mean Draft (Tm), Freeboard and Beam (B) d. Flare, Tumble home and Camber e. Centerline, Baseline and Offset 9. Define and compare the relationship between “centroid” and “center of mass” 10. State the significance and physical location of the center of buoyancy (B) and center of flotation (F); locate these points using LCB, VCB, TCB, TCF, and LCF st 11. Use Simpson’s 1 Rule to calculate the following (given a Table of Offsets): a. Waterplane Area (Awp or WPA) b. Sectional Area (Asect) c. Submerged Volume (∇S) d. Longitudinal Center of Flotation (LCF) 12. Read and use a ship's Curves of Form to find hydrostatic properties and be knowledgeable about each of the properties on the Curves of Form 13. Calculate trim given Taft and Tfwd and understand its physical meaning i 2.1 Introduction to Ships and Naval Engineering Ships are the single most expensive product a nation produces for defense, commerce, research, or nearly any other function. -
Integrated Method for Optimal Channel Dredging Design 5
Integrated Method for Optimal Channel Dredging Design 5 LUCAS SILVEIRA, GUSTAVO GOMES, LUANA TAIANI, VALDECÍLIO PINHEIRO, LINDINO BENEDET, ANDRE MARQUES AND CLAUDIO LOUREIRO INTEGRATED METHOD FOR OPTIMAL CHANNEL DREDGING DESIGN ABSTRACT OPEX. This in turn helps to identify the This configuration of the coastal environment optimal configuration for commercial interests favours the amplification of tidal astronomic This article has been adapted from the paper and internal rate of return (IRR) of the constituents inside the bays (tidal ranges up to that won the IADC Young Author 2016 terminal. 7m), generating strong tidal currents (up to Award and it was published in the 3 m/s) that pose serious hazards to navigation proceedings of IX PIANC-COPEDEC INTRODUCTION and force migration of seabed sand banks conference in October 2016. It is reprinted that cause channel shoaling. here with permission. The logistical constraints in central-southern Brazil and increasing agriculture production in MEARIM PORT An integrated analytical method was the central-northern areas of the country has Located about 45km inland inside the São developed and applied to identify the optimal given an impetus for the development of new Marcos Bay, the Mearim Port is a greenfield channel layout and dredging depth that greenfield port terminals in northern Brazil, port concept that is being studied and allowed for safe navigation; enabled the specifically in the states of Maranhão and designed over the past 8 years (Figure 1). operation of the required amount of ships per Pará. This is due to their strategic locations Initial studies of the port considered a 48km year; and at the same time reduced dredging that allow for cost-effective solutions to long navigation channel for 15m draft vessels, costs. -
BULK CARRIERS: Design, Operation, and Maintenance Concerns for Structural Safety of Bulk Carriers
Member Agencies: Address Correspondence to: American Bureau of Shipping Executive Director Defence Research and Development Ship Structure Committee Canada U.S. Coast Guard (CG-5212/SSC) Maritime Administration 2100 Second Street, SW Military Sealift Command Washington, D.C. 20593-0001 Naval Sea Systems Command Website: Society of Naval Architects & Marine http://www.shipstructure.org Engineers Transport Canada United States Coast Guard Ship Structure Committee Case Study This case study has been prepared by the Ship Structure Committee (SSC) as an educational tool to advance the study of ship structures. The SSC is a maritime industry and allied agency partnership that supports, the active pursuit of research and development to identify gaps in knowledge for marine structures. The Committee was formed in 1943 to study Liberty Ship structural failures and now is comprised of 8 Principal Member Agencies. The Committee has established itself as a world recognized leader in marine structures with hundreds of technical reports, a global membership of over 900 volunteer subject matter experts, and a dynamic website to disseminate past, current, and future work of the Committee. We encourage you to review other case studies, reports, and material on ship structures available to the public online at www.shipistructure.org. BULK CARRIERS: Design, Operation, and Maintenance Concerns for Structural Safety of Bulk Carriers Date: Summary: The number and magnitude of bulk carrier accidents in the 1970s and 1980s gave rise to new consciousness, research and regulation of their design and operation. Unfortunately, this has not paid off in terms of either prevention of accidents or mitigation of damage to either life or property.