Environmentally Friendly Inland Waterway Ship Design for the Danube River
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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). -
Hydraulic and Structural Design of Navigational Locks
nvironm E en l & ta Dhanuka et al., J Civil Environ Eng 2018, 8:1 i l iv E C n f g o i n DOI: 10.4172/2165-784X.1000297 l Journal of Civil & Environmental e a e n r r i n u g o J ISSN: 2165-784X Engineering Research Article Open Access Hydraulic and Structural Design of Navigational Locks Amit Dhanuka1*, Shivendra Kumar Agrawal2 and Honey Mehra1 1Howe Projects Engineering Pvt Ltd, Ahmedabad, Gujarat, India 2Department of Irrigation and Hydraulics, Punjab Engineering College, Chandigarh, India Abstract Navigation lock is a structure in the waterway provided to create a safe navigation passage between two water pools which are not at the same level. The reason for difference in water levels can be natural such as tidal variations or can be manmade such as construction of dam or barrage across the river. The main components of Navigation lock comprise of approach channels, lock pit, filling/emptying arrangement. Design of lock depends on lockage time, water level variations, Lock capacity requirements, design vessel size. filling/emptying system shall be designed to work under gravity flow without any pumping requirements. Filling/emptying system is chosen to get appropriate filling/ emptying time. The optimum time for filling and emptying is generally kept between 8.0-10.0 minutes. The size of filling culverts are so computed to attain the optimum time for filling/emptying. Every lock is unique in terms of its geology, location, size, requirements and water level differences. Here typical design aspects of a navigational Lock in inland waterway have been described. -
Water Navigation
US Army Corps of Engineers NAVIGATION is travel or transportation over water. Many different kinds of boats and ships are used on rivers and oceans to move people and products from one place to another. River Vessels: ACTIVITY Poster Series Navigation was extremely important for foreign and domestic trade and travel in the early Comparing Different Modes of Transportation days of our country before cars, trucks, trains, and airplanes were invented. In those days, The most common way of transporting products on rivers is by TOW. A tow consists of one This poster is the sixth in a series of water-resources education posters developed through rivers were used as "roads" to connect inland settlements to river and coastal ports. Com TOWBOAT and one or more BARGEs. Towboats push different kinds of barges, depending on the the Water Resources Education Initiative. The Water Resources Education Initiative is a munities established at these commercial ports became important economic, cultural, and cargo. Three of the four basic types of barges are shown below. The fourth type is a DECK barge, Introduction cooperative effort between public and private education interests. Partners in the program include which carries almost any kind of equipment, materials, or products that can be tied down and do not the U.S. Geological Survey and the U.S. Fish and Wildlife Service of the U.S. Department of the social hubs in the development of our Nation. Transportation oi domestic cargo by barge is relatively slow, but it is efficient and cost effective Many of the products we use and eat today are still transported by vessels on deep need protection from the weather. -
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 -
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 -
Danube Navigation
pistribüted t0 the C0 u n ci1 C. 4 4 4 (a) M. 164 (a). 1 9 2 5 . VIII. and the Members of the League.] v ' — G e n e v a , August 20th, 1 9 2 5 . LEAGUE OF NATIONS REPORT ON DANUBE NAVIGATION SUBMITTED TO THE ADVISORY AND TECHNICAL COMMITTEE FOR COMMUNICATIONS AND TRANSIT OF THE LEAGUE OF NATIONS BY WALKER D. HINES (with the aid of Major Brehon Somervell) TABLE OF CONTENTS. Part 1. P ag e I Introduction ............................................................................................................................................. 11 II, P a s t a n d P r e s e n t U t i l i s a t i o n o f t h e R i v e r .......................................................................................................... 11 Freight traffic ..................................................................................................................................... 11 Total for 1911, 1923, 1924. Increase expected in 1925. Exports, imports and internal traffic of riparian States. Traffic by flag, 1923 and 1924. Comparison with traffic on Rhine Passenger traffic ..................................................................................................................................... 14 III. T h e R i v e r F l e e t s , t h e i r N a t i o n a l i t y a n d C a p a c i t y ................................................................................ 15 Pre-war situation. Present situation. Changes brought about by the war. Present Danube Fleet by flag. Introduction of self-propelled barges. Greater division of shipping interests. Co-operation among navigation companies. IV. S c h e m e o f A n a l y s i s ................................................................................................................................................................................. 16 V. T h e G e n e r a l C h a r a c t e r i s t i c s o f D a n u b e T r a f f i c .......................................................................................... -
The Montreal/Lake Ontario Section of the Seaway
THE MONTREAL/LAKE ONTARIO SECTION OF THE SEAWAY he St. Lawrence Seaway, in its broadest of the deep waterway, the St. Lawrence Seaway sense, is a deep waterway extending some proper extends from Montreal to Lake Erie. 3,700 km (2,340 miles) from the Atlantic T The Montreal/Lake Ontario section Ocean to the head of the Great Lakes, at the encompasses a series of 7 locks from Montreal heart of North America. Strictly speaking, how- (Quebec) to Iroquois (Ontario) enabling ships to ever, within the meaning of the legislation which navigate between the lower St. Lawrence River provided for the construction and maintenance and Lake Ontario. Laker under Mercier Bridge 1 HISTORY he opening of the Seaway, in April of 1959, The building of the Erie Canal, in the marked the full realization of a 400 year-old United States, early in the 19th century, provided T dream. In the early part of the 16th century, the incentive for the construction of additional and Jacques Cartier, the French explorer, was turned deeper canals and locks along the St. Lawrence. back by the rushing waters of the Lachine Rapids, The American waterway, which offered a fast, just west of what is now Montreal, and thus denied uninterrupted link between the growing industrial his dream of finding the Northwest Passage and the heartland of North America and the Atlantic Ocean route to the East. At various times during the inter- through New York posed a serious threat to vening 300 years, canals have been dug and locks Canadian shipping and, in particular, to the develop- built around the natural barriers to navigation in the ment of the City of Montreal as a major port. -
Small Scale Dredging of Lakes and Streams
STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES GENERAL PERMIT FOR SMALL SCALE DREDGING OF LAKES AND STREAMS PERMITTEE: The General Public in Wisconsin PERMIT NO.: GP17-2017-WI (WDNR-GP17-2017) ISSUING OFFICE: Waterways & Wetland Protection Section, Bureau of Watershed Management, Water Division, Wisconsin Department of Natural Resources (DNR or Department) ISSUANCE DATE: 06/30/2017 EXPIRATION DATE: 06/30/2022 GENERAL PERMIT AUTHORIZATIONS: In compliance with the provision(s) of Wis. Stats. 30.20(1)(b), no person may remove any material from the bed of a natural navigable lake or navigable stream unless an individual or a general permit has been issued under s. 30.20 or authorization has been granted by the legislature. Wis. Stats. s. 30.206(1)(a) requires and authorizes the Department to issue general permits that authorize any person in the State of Wisconsin to perform work in accordance with the terms and conditions of the general permit specified below after satisfying all applicable permit terms and conditions. Please refer to the following sections of this permit for the specific eligibility standards, application requirements, certification requirements and responsibilities, conditions, findings of fact, conclusions of law, and definitions required by WDNR-GP17-2017. Note: Projects involving the removal and lease or sale of any material from the bed of any navigable lake or of any outlying waters are ineligible for this general permit and must obtain a contract from the department under Wis. Stats. 30.20(2)(a) and (b). OTHER AUTHORIZATIONS NECESSARY: WDNR-GP17-2017 authorizations are subject to all applicable terms and conditions specified in this permit.