An Investigation of Head-Sea Parametric Rolling and Its Influence on Container Lashing Systems
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Container Ship Size and Port Relocation Discussion Paper 169 Roundtable
CPB Corporate Partnership Board Container Ship Size and Port Relocation Discussion Paper 169 Roundtable Olaf Merk International Transport Forum CPB Corporate Partnership Board Container Ship Size and Port Relocation Discussion Paper 169 Roundtable Olaf Merk International Transport Forum The International Transport Forum The International Transport Forum is an intergovernmental organisation with 59 member countries. It acts as a think tank for transport policy and organises the Annual Summit of transport ministers. ITF is the only global body that covers all transport modes. The ITF is politically autonomous and administratively integrated with the OECD. The ITF works for transport policies that improve peoples’ lives. Our mission is to foster a deeper understanding of the role of transport in economic growth, environmental sustainability and social inclusion and to raise the public profile of transport policy. The ITF organises global dialogue for better transport. We act as a platform for discussion and pre- negotiation of policy issues across all transport modes. We analyse trends, share knowledge and promote exchange among transport decision-makers and civil society. The ITF’s Annual Summit is the world’s largest gathering of transport ministers and the leading global platform for dialogue on transport policy. The Members of the Forum are: Albania, Armenia, Argentina, Australia, Austria, Azerbaijan, Belarus, Belgium, Bosnia and Herzegovina, Bulgaria, Canada, Chile, China (People’s Republic of), Croatia, Czech Republic, Denmark, Estonia, Finland, France, Former Yugoslav Republic of Macedonia, Georgia, Germany, Greece, Hungary, Iceland, India, Ireland, Israel, Italy, Japan, Kazakhstan, Korea, Latvia, Liechtenstein, Lithuania, Luxembourg, Malta, Mexico, Republic of Moldova, Montenegro, Morocco, the Netherlands, New Zealand, Norway, Poland, Portugal, Romania, Russian Federation, Serbia, Slovak Republic, Slovenia, Spain, Sweden, Switzerland, Turkey, Ukraine, the United Arab Emirates, the United Kingdom and the United States. -
Downloaded, Is Consistently the Same and Their Facilities Are Accessible Only to the Types of Goods in Which They Manage (Roa Et Al, 2013)
Running head: THE IMPACT OF VESSEL BUNCHING 1 The Impact of Vessel Bunching: Managing Roll-on-Roll-off Terminal Operations Jonathan E. Gurr California State University Maritime Academy THE IMPACT OF VESSEL BUNCHING 2 Abstract The operations at port terminals are under consent examination, consistently investigating the various operational challenges effecting efficiency and performance. In a study to identify the consequences of vessel bunching, vessels that arrive within a short amount of time between each vessel, this paper presents an approach to forecast Ro-Ro terminal capacity while referencing the various input factors: vessel arrival schedule, inbound cargo volume, and rail or truck out-gate volume. Using a quantitative analysis derived using actual historical data from a Ro-Ro terminal at the Port of Long Beach, California, the proposed approach applied an additional probability factor that vessel bunching would occur. The analysis highlights the effectiveness of using actual historical data when examining a Ro-Ro terminal’s capacity and how the resulting information could be communicated inclusively with all stakeholders involved in port operations as means of performance improvement. Keywords: vessel bunching, ro-ro, terminal, forecast, capacity, risk assessment THE IMPACT OF VESSEL BUNCHING 3 The Impact of Vessel Bunching Seaports remain the most common way to transfer goods from one form of transportation to another. Global ports are responsible for handling over 80 per cent of global merchandise trade in volume and more than two thirds of its value (UNCTAD, 2017). As key nodes in the supply chain, ports are under continual pressure to implement efficiency improvements and cost saving measures. -
The Need for Speed
DEO VOLENTE Deo Volente The Need for Speed BUILDERS Hartman Marine B.V. OWNERS Hartman Seatrade B.V. DEO VOLENTE YARD NUMBER 001 IMO NUMBER 9391658 12 | ShipBuilding Industry | Volume 1 | No. 2 Deo Volente.indd 12 07-06-2007 11:42:59 COMO Hartman Seatrade is a modern shipping company specializing in the carriage of all kind of dry cargoes with special emphasis on voluminous project cargoes and heavy lift transports. With a vast experience in deep Deo Volente sea shipping for more than two centuries the Urk based company recently inaugurated its new ‘mini’ heavy lift vessel – Deo Volente. The new build vessel is a surpass of the previous Deo Volente with an accent on operating terms as speed and heavy lift capabilities. Photo courtesy of Flying Focus ight from the beginning the two Hartman brothers MARIN and Wolfards. Construction of the hull was Rhad a pretty good idea of how their new vessel ordered from CIG group who built her on her Polish should look like and be able to. They designed a novel location, and was transferred to the Netherlands for concept for a small and fast heavy lift vessel which outfitting under management of Hartman Marine BV. would fall just in the 3000 gross tonnage and 3000 kW installed power category. These criteria are of High Service Speed significant effect on the operating costs with regard to The Deo Volente is proof of nowadays need for the required number of crew and manning speed. She is the fastest heavy lift cargo ship in the certification. -
Structural Design of a Container Ship Approximately 3100 TEU According to the Concept of General Ship Design B-178
Structural design of a container ship approximately 3100 TEU according to the concept of general ship design B-178 Wafaa Souadji Master Thesis presented in partial fulfillment of the requirements for the double degree: “Advanced Master in Naval Architecture” conferred by University of Liege "Master of Sciences in Applied Mechanics, specialization in Hydrodynamics, Energetics and Propulsion” conferred by Ecole Centrale de Nantes developed at West Pomeranian University of Technology, Szczecin in the framework of the “EMSHIP” Erasmus Mundus Master Course in “Integrated Advanced Ship Design” Ref. 159652-1-2009-1-BE-ERA MUNDUS-EMMC Supervisor: Dr. Zbigniew Sekulski, West Pomeranian University of Technology, Szczecin Reviewer: Prof. Robert Bronsart, University of Rostock Szczecin, February 2012 Structural design of a container ship approximately 3100 TEU 3 according to the concept of general ship design B-178 ABSTRACT Structural design of a container ship approximately 3100 TEU according to the concept of general ship design B-178 By Wafaa Souadji The initial design stage is crucial for the ship design, including the ship structural design, as the decisions are here taken fundamental to reach design objectives by establishing basic ship characteristics. Consequently, errors which may appear have the largest impact on the final design. Two main aspects related to the design of structures are typically addressed in the initial design: analysis of strength and cost estimation. The design developed in the dissertation is based on the conceptual design of general containership B-178 built in the Stocznia Szczecińska Nowa, providing its main particulars, hull form as well as the general arrangement. The general objective of the thesis is to carry out the hull structural design based on the functional requirements of the containership. -
Lighter Barges: an Alternative to Servicing Post- Panamax Vessels at the Port of Wilmington, NC
Lighter Barges: An Alternative to Servicing Post- Panamax Vessels at the Port of Wilmington, NC Jonathan E. Bingham1, Kathryn R. Cyr1, Lawrence B. Cahoon2 1- Marine and Coastal Ocean Policy Program* UNC Wilmington, Wilmington, NC 28403 2- Dept. of Biology and Marine Biology UNC Wilmington, Wilmington, NC 28403; [email protected] 1 INTRODUCTION The North Carolina State Ports Authority recently proposed a costly plan to deepen and widen the Port of Wilmington’s navigation channel in order to accommodate large post- Panamax vessels. This paper proposes that there is another, potentially more appealing and affordable alternative: shallow-draft lighter barges. Ports in areas like Hong Kong and the lower Mississippi River use variations of lighter barges to bring cargo to and from ships and ports. Wilmington’s unique location and navigational challenges make lighter barges a viable option that deserves consideration. American port facilities and channels have grown to accommodate Panamax sized vessels over the last century. The existing Panama Canal channels feature a depth of about 40 ft. The channel depth and the dimensions of the first two lock systems (106 ft. width) turned out to be the limiting factors for the Panamax vessel design and size. However, in June of 2016, the situation will change for U.S. harbors when the newly constructed Panama Canal expansion is completed. The project creates a new lane for ship traffic with larger locks than the original channels, allowing for wider ships with deeper drafts (Fig. 1). New construction is expected to double the canal’s current capacity of 300 million tons per year (Dervarics 2015). -
Stability Analysis Based on Theoretical Data and Inclining Test Results for a 1200 GT Coaster Vessel
Proceeding of Marine Safety and Maritime Installation (MSMI 2018) Stability Analysis Based on Theoretical Data and Inclining Test Results for a 1200 GT Coaster Vessel Siti Rahayuningsih1,a,*, Eko B. Djatmiko1,b, Joswan J. Soedjono 1,c and Setyo Nugroho 2,d 1 Departement of Ocean Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia 2 Department of Marine Transportation Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia a. [email protected] *corresponding author Keywords: coaster vessel, final stability, preliminary stability. Abstract: 1200 GT Coaster Vessel is designed to mobilize the flow of goods and passengers in order to implement the Indonesian Sea Toll Program. This vessel is necessary to be analysed its stability to ensure the safety while in operation. The stability is analysed, firstly by theoretical approach (preliminary stability) and secondly, based on inclining test data to derive the final stability. The preliminary stability is analysed for the estimated LWT of 741.20 tons with LCG 23.797 m from AP and VCG 4.88 m above the keel. On the other hand, the inclining test results present the LWT of 831.90 tons with LCG 26.331 m from AP and VCG 4.513 m above the keel. Stability analysis on for both data is performed by considering the standard reference of IMO Instruments Resolution A. 749 (18) Amended by MSC.75 (69) Static stability, as well as guidance from Indonesian Bureau of Classification (BKI). Results of the analysis indicate that the ship meets the stability criteria from IMO and BKI. However results of preliminary stability analysis and final stability analysis exhibit a difference in the range 0.55% to 11.36%. -
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. -
DIRECT ECONOMIC EFFECTS of LACK of MAINTENANCE DREDGING of the HOUSTON SHIP CHANNEL December 2010
DIRECT ECONOMIC EFFECTS OF LACK OF MAINTENANCE DREDGING OF THE HOUSTON SHIP CHANNEL December 2010 Prepared by CENTER FOR PORTS AND WATERWAYS TEXAS TRANSPORTATION INSTITUTE 701 NORTH POST OAK, SUITE 430 HOUSTON, TEXAS 77024‐3827 for PORT OF HOUSTON AUTHORITY Table of Contents EXECUTIVE SUMMARY ............................................................................................................. i CHAPTER 1: BACKGROUND AND PROJECT APPROACH .................................................. 1 Phase 1 ........................................................................................................................................ 3 Phase 2 ........................................................................................................................................ 6 CATEGORY 1: LIGHT LOADING ........................................................................................... 10 Selection and Data Acquisition ................................................................................................. 10 Valuation ................................................................................................................................... 13 CATEGORY 2: PARTIAL DISCHARGE AT WOODHOUSE TERMINAL ........................... 17 Selection and Data Acquisition ................................................................................................. 17 Valuation ................................................................................................................................... 17 CATEGORY -
Marine – Ship Type and Size Make a Difference Content
Olli Isotalo, EVP Marine Cargotec Capital Markets Day 2011, Helsinki Marine – Ship type and size make a difference Content • Marine market outlook • Ship types • Key issues in financials • Growth 17 Nov 2011 3 Market Outlook Challenges: • Overcapacity in shipping continues • Change in ownership geography • Squeezed ship prices • Short-term contracting levels 17 Nov 2011 4 Market outlook Benefits: • Long-term growth • Korea is gaining market share – Marine well positioned • Increasing owners market – beneficial to solution sales • ECO ships coming – we are the market leader in electrical products • Growth in offshore support/construction vessel types • RoRo/car carrier outlook more positive than Clarkson expects? • Cancellations on low level • Market share gains in the last years • Ships are bigger • Growth in ship types having large MacGregor content 17 Nov 2011 5 Ship type and size make a difference Bulk carrier, cape 180,000 dwt Vessel particulars • Length 300 m • Breadth 45 m • Average price 50 MUSD MacGregor equipment • Hatch covers • 18 rolling panels à 35 tons each • Max. value 1.7 MUSD = 3.5% of ship’s value 17 Nov 2011 6 Ship type and size make a difference Bulk carrier, handymax 51,000 dwt Vessel particulars • Length 188 m • Breadth 31 m • Average price 26 MUSD MacGregor equipment • Cargo cranes (4 x 30t), folding hatch covers • Max. value 2.2 MUSD = 9% of ship’s value 17 Nov 2011 7 Ship type and size make a difference Container carrier, post-panamax 13,000 TEU Vessel particulars • Length 370 m • Breadth 50 m • Average price 130 MUSD MacGregor equipment • Hatch covers, lashing bridges, fixed container fittings and container lashing systems • 80 panels / 2,700 tons / 10,800 m2 • Max. -
Angle of Loll Calculation by Cubic Spline
JOURNAL OF MARITIME RESEARCH Vol. X. No. 2 (2013), pp. 21 - 26 ISSN: 1697-4040, www.jmr.unican.es Angle of Loll Calculation By Cubic Spline I. Basterretxea1,2,*, I. Sotés1,3, A. López1,4 and I. Alcedo1,5 ARTICLE INFO ABSTRACT Article history: Several years ago the Basque Government supported the programming of the software ARKITSAS in order to provide Received 28 February 2013; all existing vessels with a specific software to calculate stability, cargo and longitudinal strength data. The aim of this in revised form 12 March 2013; article is to present the part of that research concerning the definition of the static stability curve by cubic spline in its accepted 25 May 2013 initial end when the metacentric height is negative. Taking into account that the slope at initial end is known, the pre- cision of the results for low heeling angles may be improved and, in this way, the accuracy in the calculation of loll should be enhanced. This method of calculation is compared to other traditional methods used for wall-sided ships by Keywords: the application to three different ships. Static stability curve, Cubic splines, Free and fixed end, Angle of loll. © SEECMAR / All rights reserved 1. Introduction within the initial stability more precise and, taking into ac- count that the angle of loll is usually small; its calculation The static stability curve represents the values of GZ arms for would be suitable by means of non-free end cubic spline the different heeling angles. However, the stability booklet method. usually provides GZ arms for every ten or fifteen degrees of When the ship is ‘wall-sided’ the approximate formula in heeling angles. -
Stability Guide for Smaller Vessels
STABILITY GUIDE FOR SMALLER VESSELS The EU’s Ministry of Food, Fisheries Fund Agriculture and Fisheries The project is funded by the Ministry of Food, Agriculture and Fisheries and the EU 2 All photos and texts in this publication are protected by Danish copyright law. All rights belong to or are managed by the Danish Fishermen’s Occupational Health Service. It is not allowed to copy or use texts and pictures from this publication without written permission. Preface 3 Over the years, a number of vessels in the category 0 - 15 metres have capsized or sunk. Several of these losses were due to vessel instability. A number of fishermen have lost their lives because of this. Failure in stability can be the result of repeated rebuilding of a vessel, where a number of small changes suddenly has a great impact on stability. It may also be due to changes in fishing patterns as well as fishing in other waters where external influences are different. So it is important that the captain has a good knowledge of the vessel’s stability and a thorough understanding of how it can change during fishing and in connection with rig- ging to another kind of fishery. In particular when rebuilding or making other changes to the vessel, it is extremely important to be aware of the impact this has on the stability of the vessel. This reference book illustrates the basic principles of stability and how to calculate stabil- ity. It is a guide to understanding and interpreting vessel stability calculations. Stability problems are highlighted in the form of case studies with examples of both improving and deteriorating changes in stability.