Relevant bibliographies by topics / Marine terminals Design and construction

Academic literature on the topic 'Marine terminals Design and construction'

Author: Grafiati
Published: 10 December 2022
Last updated: 29 January 2023

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Journal articles on the topic "Marine terminals Design and construction"

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Driver, J., O. F. Graff, R. Eie, T. Lund, and S. Woodhouse. "NOVEL OFFSHORE LNG SOLUTIONS." APPEA Journal 47, no. 1 (2007): 271. http://dx.doi.org/10.1071/aj06018.

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The demand to process associated and stranded gas is growing and there is increasing commercial interest in offshore LNG production. Limitations in available land and carrier access, safety and environmental considerations and difficult onshore permitting have created an interest in locating LNG terminals offshore. These factors are providing incentives to develop solutions and the technologies required to transfer the liquefaction and re-gasification segments of the LNG chain to offshore locations. Some of the hurdles that need to be overcome are associated with equipment size, weight and layout, energy consumption, the marine environment and, for floating facilities, the moving environment. All of these aspects need to be addressed to produce an overall design that meets technical, commercial, safety and environmental requirements. This paper presents some recent developments in offshore LNG solutions for floating and fixed offshore LNG production and offshore LNG re-gasification terminals. Specific case studies for each facility are: a floating LNG production facility for the Nnwa-Doro gas field offshore Nigeria; a fixed offshore liquefaction facility in the Arctic region; and, the Adriatic LNG receiving terminal located offshore Italy. Information about an alternative method of transporting natural gas—called heavy liquefied gas (HLG)—which has some specific advantages over traditional LNG, is also presented. For each case study, design, construction, cost and schedule are discussed where applicable.
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Thompson, Michael, Liv Haselbach, Cara Poor, and Michael Wolcott. "INTEGRATING GREEN RATING SYSTEMS: A CASE STUDY FOR FERRY TERMINALS." Journal of Green Building 8, no. 1 (April 2013): 136–50. http://dx.doi.org/10.3992/jgb.8.1.136.

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When attempting to achieve sustainability goals for integrated facilities, many green rating systems are available to guide the design, construction, operations and maintenance of a project. Due to the large number of sustainability tools that are available or mandated, it can be confusing to determine which set of guidelines to follow. For the Washington State Ferries (WSF), there is no green rating system which correlates perfectly with the unique intermodal challenges presented by ferry terminals. This paper focuses on five rating systems applicable to WSF: GreenLITES, LEED, Sustainable Sites Initiative, The Port Authority of NY/NJ Sustainable Infrastructure Guidelines (draft), and the draft Marine Vessel Environmental Performance Assessment (MVeP). These rating systems are integrated with a developing set of sustainable ferry guidelines in a green rating integration platform (GRIP). The GRIP readily relates credits and guidelines across multiple systems, aiding WSF in making decisions in accordance with sustainability goals. The GRIP format might similarly be applied to other integrated projects to more effectively and economically address sustainability across all aspects of projects and facility operations.
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Owoputi, Adetose Emmanuel, and Owolabi Oluwatosin Owoputi. "Seaport Building, Management and the Challenges of Sustainability." Archives of Business Research 10, no. 8 (August 15, 2022): 62–73. http://dx.doi.org/10.14738/abr.108.11550.

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Seaport remains the most feasible for the activities of terminals, international export and import business activities where loading and offloading of inter-land distribution through inland waterways, rail, road and air to ensure that what comes in or go out are checked to meet the national and international rules and regulation guiding seaport operations. As a source of major point of commercial activity along the coast. As a source of pollution, harbors need to be strategically located to provide the greatest benefit according to economic and environmental issues. The marine environment and its effects on ports design, port warehousing, port operation, port hydraulics, coastal geomorphology, littoral drift and sedimentation, port security and safety for shipping technology and economics activities, design and construction of a floating port related structure and other environmental issues. Seaport building must have the organizational capacities to appropriately perceive issues, analysis information about complex economic and environmental relationships factors of turbulent transition, increasing demand on ports to acquire, assimilate, highly fragmented information about new potential constraints and opportunities in port management and challenges of it sustainability. The geotechnical and Structural aspect of the port construction have been given very little attention. This research use an annotated conversation and questioner to address the above issues, with the aim to apply concepts of practice, port elements and their effects on seaports. This research use an annotated conversation and questioner to address the above issues, and their effects on seaports. This research have to investigate the needed professionals, in civil, structural , geotechnical, hydraulic engineers and consultants to strength the usage of modern materials, corrosion, naval-architecture and other input knowledges of which is required to produce a sound and commercial design of a modern standard seaport or marine terminal for sustainability.
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Gucma, Stanisław, and Maciej Gucma. "Optimization of LNG terminal parameters for a wide range of gas tanker sizes: the case of the port of Świnoujście." Archives of Transport 50, no. 2 (June 30, 2019): 91–100. http://dx.doi.org/10.5604/01.3001.0013.5696.

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LNG terminals are built to handle tankers of specific size, with cargo capacities within a narrow scope. This is related to the differences in cargo, fender and mooring systems used for LNG tanker handling of various sizes. The research problem solved in the article is the development of the method for optimal design of a universal LNG cargo handling facility that enables safe operations of LNG tankers in a wide range of cargo capacity that covers almost entire spectrum of global fleet tanker sizes. The article presents a methodology of optimizing the parameters of LNG cargo terminals to accommodate both small bunker ships with cargo capacity of 500 m3 (50 metres in length) to Q-flex type tankers capable of carrying up to 220 000 m3 (320 m in length). The authors have determined conditions for the safe operation of these tankers in sea LNG terminals and described differences in the construction of cargo, fendering and mooring systems. The optimization of both location and terminal parameters for a wide range of gas tanker sizes as well as approach channels leading to the LNG berths was performed using a specially designed two-stage simulation method of optimization. In the first stage the best location of a universal LNG terminal and its berths in the existing port basin is determined. The second stage defines optimal parameters of approach waterways to the berths of a universal LNG terminal. The optimization criterion at both stages was the minimization of the costs to build and to operate a universal LNG terminal. The developed optimization methodology was actually used in the design of the universal LNG terminal in the outer port of Świnoujście. The tests made use of real time simulation (RTS) and non-autonomous models of ships, in which ship movement is controlled by a human (pilot, captain). Simulation tests were performed on a multi-bridge ship handling Polaris simulator with a 3D projection, from Kongsberg Maritime AS. This full-mission bridge simulator (FMBS) is located at the Marine Traffic Engineering Centre, Maritime University of Szczecin. Two simulation ship movement models were built and verified for testing the manoeuvres of port entry and berthing. These are: Q-flex type tanker (length: 320 m) and an LNG bunker ship, 6,000 m3 capacity, 104 m in length. The test results were used in the design of the universal LNG terminal in the outer port of Świnoujście and approach waterways leading to the berths (now this investment project is in progress).
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Burley, Peter Kastrup: Michael Kelleher: Daniel. "TAILORING THE MARINE DESIGN FOR THE BRISBANE INTERNATIONAL CRUISE TERMINAL TO CATER FOR MEGA-SHIPS AND CHALLENGING CONSTRAINTS." Coastal Engineering Proceedings, no. 36v (December 28, 2020): 24. http://dx.doi.org/10.9753/icce.v36v.management.24.

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Port of Brisbane (PBPL) is developing the new AUD$177 million Brisbane International Cruise Terminal (BICT) located at Luggage Point at the mouth of the Brisbane River. The project has successfully progressed through the detailed design phase, and construction is currently underway. BICT will be the first purpose-built megacruise ship terminal in Australia when it opens in 2020. It will cater for cruise vessels of all sizes including the world's largest ocean-going ships and will function as both a base port and port of call facility. The planning and design of an international cruise terminal requires a fully integrated multi-disciplinary approach. There are a number of inter-dependencies from different disciplines based on a number of variables. This presentation will explore how the terminal masterplan was developed to address the key site constraints and how significant challenges for the marine design were overcome.Recorded Presentation from the vICCE (YouTube Link): https://youtu.be/qIC3aL0FqYg
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Shunko, Natalia V., and Nikolai D. Zuev. "A study on the wave reflection coefficient near berthing facilities." Vestnik MGSU, no. 7 (July 2022): 922–32. http://dx.doi.org/10.22227/1997-0935.2022.7.922-932.

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Introduction. The article deals with the experimental studies on values of the wave reflection coefficient near the structures of berthing facilities with a front vertical wall. The authors present the findings of experimental studies conducted in the form of physical modeling. Materials and methods. The method of physical modeling was employed to conduct the experimental studies. These studies are an integral part of the research project that benefits all modern large marine cargo facilities being designed. The method of physical modeling, applied to port facilities, allows obtaining a model wave, identical to that of a full-scale object, and studying interaction between waves and designed hydraulic engineering structures within a pre-set time range. Experiments were conducted in a wave flume of the Hydraulic Engineering Centre for Research and Experiments at NRU MGSU. The most advanced measuring equipment, produced by Wallingford (UK), was used in the experiment. Results. As a result of the experiment, the authors obtained values of the coefficient of reflection of waves near a berthing facility with a vertical front wall (the bulwark type of the berthing structure), subjected to the impact of a standard storm. The main Russian regulatory document, SP (Construction regulations) 38.13330.2018 doesn’t have information about the definition of the wave reflection coefficient for all types of hydraulic structures, and the information available there is not exhaustive. The availability of information about the exact values of the wave reflection coefficient for various types of hydraulic structures, such as berthing facilities, can reasonably reduce their elevation, that will ultimately lead to a substantial reduction in construction costs and time. Conclusions. The results of these scientific studies will ensure the successful implementation of the most recent designs of seaports, terminals and cargo complexes in unfavourable natural environments, including the harsh climate of Arctic latitudes, regions where raw hydrocarbons and liquefied natural gas are intensively extracted. This will help to solve the priority task of our time: construction of new transshipment facilities along the Northern Sea Route.
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Carpenter, Chris. "Optimization Process Maximizes Financial, Environmental Benefits in LNG Breakwater." Journal of Petroleum Technology 73, no. 09 (September 1, 2021): 55–56. http://dx.doi.org/10.2118/0921-0055-jpt.

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This article, written by JPT Technology Editor Chris Carpenter, contains highlights of paper OTC 31284, “Greater Tortue Ahmeyim Project for BP In Mauritania and Senegal: Breakwater Design and Local Content Optimizations,” by Alexis Replumaz, Yann Julien, and Damien Bellengier, Eiffage Génie Civil Marine, prepared for the 2021 Offshore Technology Conference, originally scheduled to be held in Houston, 4–7 May. The paper has not been peer reviewed. Copyright 2021 Offshore Technology Conference. Reproduced by permission. During summer 2017, the authors’ company was invited by BP to bid for the construction of a concrete caisson breakwater protecting an offshore liquefied natural gas (LNG) floating terminal at a water depth of 33 m on the Mauritanian/Senegalese maritime border. As a result of subsequent front-end engineering design (FEED) studies, including 3D model testing, the company was able to reduce the amount of concrete required by 40% compared with the initial design, leading to financial and environmental benefits. Introduction The BP Tortue development comprises a subsea production system tied back to a pretreatment floating, production, storage, and offloading (FPSO) unit, which transfers gas to a near-shore hub for LNG production and export. Phase 1 will provide sales gas production and domestic supply and will generate approximately 2.5 mtpa of LNG to Mauritania and Senegal. The Phase 1 FPSO, in 100–130 m of water, will process inlet gas from the subsea wells located across several drill centers by separating condensate from the gas stream and exporting conditioned gas to a hub, where LNG processing and export will occur. The hub, 10 km from shore, comprises a breakwater to protect marine operations, including LNG processing and carrier loading. A single floating LNG vessel will condition the gas for LNG export. Hub construction began early in 2019 and should be completed in 2021 for a first-gas target in 2022. The breakwater design was conceived during the bidding stage of the project at the end of 2017 by proposing an alternative design for the breakwater adapted to project-specific conditions and regional facilities. The design has been improved continuously and optimized during the FEED stage based on a collaborative approach between the client and the contractor. Client Preliminary Design Optimizations During pre-FEED and bidding stages, the client performed an intensive geotechnical campaign based on several shallow and deep boreholes and a large-area geophysical survey. In water depths greater than 18 m along the maritime boundary between Mauritania and Senegal, a significant layer of soft soil exists, except around the outcrop located on the west side (10–11 km offshore in approximately 33 m of water). Although rock quantities could be slightly higher in the western location, the reduction of the dredging quantities and the reduction of the effect on the nearby coastal community of Saint Louis (lighting, noise, and vessel traffic) led to selection of this location for the hub terminal. The initial breakwater type was a rubble-mound structure. However, a composite breakwater (caisson on berm foundation) allowed for optimization of dredging and rock quantities. The change in breakwater type allowed a rock-quantity drop from 5.8 million to 1.1 million m3.
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Marcus, Henry S. "Planning and design of ports and marine terminals." Transportation Research Part A: General 20, no. 1 (January 1986): 75–76. http://dx.doi.org/10.1016/0191-2607(86)90017-8.

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Kavoosi, Masoud, Maxim A. Dulebenets, Olumide Abioye, Junayed Pasha, Oluwatosin Theophilus, Hui Wang, Raphael Kampmann, and Marko Mikijeljević. "Berth scheduling at marine container terminals." Maritime Business Review 5, no. 1 (November 18, 2019): 30–66. http://dx.doi.org/10.1108/mabr-08-2019-0032.

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Purpose Marine transportation has been faced with an increasing demand for containerized cargo during the past decade. Marine container terminals (MCTs), as the facilities for connecting seaborne and inland transportation, are expected to handle the increasing amount of containers, delivered by vessels. Berth scheduling plays an important role for the total throughput of MCTs as well as the overall effectiveness of the MCT operations. This study aims to propose a novel island-based metaheuristic algorithm to solve the berth scheduling problem and minimize the total cost of serving the arriving vessels at the MCT. Design/methodology/approach A universal island-based metaheuristic algorithm (UIMA) was proposed in this study, aiming to solve the spatially constrained berth scheduling problem. The UIMA population was divided into four sub-populations (i.e. islands). Unlike the canonical island-based algorithms that execute the same metaheuristic on each island, four different population-based metaheuristics are adopted within the developed algorithm to search the islands, including the following: evolutionary algorithm (EA), particle swarm optimization (PSO), estimation of distribution algorithm (EDA) and differential evolution (DE). The adopted population-based metaheuristic algorithms rely on different operators, which facilitate the search process for superior solutions on the UIMA islands. Findings The conducted numerical experiments demonstrated that the developed UIMA algorithm returned near-optimal solutions for the small-size problem instances. As for the large-size problem instances, UIMA was found to be superior to the EA, PSO, EDA and DE algorithms, which were executed in isolation, in terms of the obtained objective function values at termination. Furthermore, the developed UIMA algorithm outperformed various single-solution-based metaheuristic algorithms (including variable neighborhood search, tabu search and simulated annealing) in terms of the solution quality. The maximum UIMA computational time did not exceed 306 s. Research limitations/implications Some of the previous berth scheduling studies modeled uncertain vessel arrival times and/or handling times, while this study assumed the vessel arrival and handling times to be deterministic. Practical implications The developed UIMA algorithm can be used by the MCT operators as an efficient decision support tool and assist with a cost-effective design of berth schedules within an acceptable computational time. Originality/value A novel island-based metaheuristic algorithm is designed to solve the spatially constrained berth scheduling problem. The proposed island-based algorithm adopts several types of metaheuristic algorithms to cover different areas of the search space. The considered metaheuristic algorithms rely on different operators. Such feature is expected to facilitate the search process for superior solutions.
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Rein, David C. "Marine Vapor Control System for the Valdez Marine Terminal." Marine Technology and SNAME News 33, no. 02 (April 1, 1996): 122–29. http://dx.doi.org/10.5957/mt1.1996.33.2.122.

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The Clean Air Act Amendment of 1990 will require many marine terminals in the United States to provide a means to control hydrocarbon emissions during loading of marine vessels. The Valdez Marine Terminal in Alaska is the largest domestic crude oil loading terminal and it will be affected by new regulations for vapor control. Engineering design is in progress for systems to control vapor emissions during loading of marine vessels. The paper addresses the basic system design considerations, special requirements, and unique features of the Valdez Marine Terminal Vapor Control project.
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Dissertations / Theses on the topic "Marine terminals Design and construction"

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Rubino, Vito. "Design of prismatic sandwich structures for marine construction." Thesis, University of Cambridge, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.611965.

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Low, Yee Weng. "Techno-economic model for designing marine and offshore power generating systems." Diss., Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/15868.

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Engelbrecht, Louise. "A decision support tool for capacity designing of BRT stations using discrete-event simulation." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5226.

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Thesis (MScEng (Industrial Engineering))--University of Stellenbosch, 2010.
ENGLISH ABSTRACT: The purpose of this study is to investigate the capacity of a proposed bus rapid transit (BRT) station in Cape Town. A bus rapid transit system is a high-capacity public transportation system that carries passengers from one point to another, providing a service that is faster and more efficient than an ordinary bus line. The implementation of these systems is increasing rapidly worldwide, serving as a solution to decrease traffic congestion. The capacity of the proposed bus station, known as the Thibault Station, is investigated in the study by developing a simulation model. The aim is to develop a stochastic simulation model, which represents the flow of passengers throughout the station so that the station capacity can be investigated. By developing a stochastic model as opposed to a deterministic model, elements of uncertainty can be included into the model, thereby representing a system that is closer to the real-life situation under investigation. The majority of BRT systems, as well as past studies undertaken on the Thibault Station, are designed using deterministic calculations. The study commences by researching literature on BRT systems and focuses on the current methods used to calculate station capacity requirements. Thereafter, the concept of simulation is introduced. Simulation is the method chosen to model and evaluate the passenger and bus operations at the Thibault Station. The study presents the methods used to build and verify the simulation model. This is done to familiarise the user with a number of aspects of the model. The model can then be used as a tool to investigate capacity parameters and alternative designs or scenarios. Using the results of these investigations, decisions can ultimately be made regarding the planning and design components of any bus rapid transit station given that the model is adapted. Scenario results, as well as interpretations of performance measurements, are presented at the end of the study. The results can be used for more realistic design of BRT stations using stochastic modelling.
AFRIKAANSE OPSOMMING: Die doel van die studie is om ondersoek in te stel na die kapasiteit van „n hoëspoed bus vervoer stelsel (BRT). Die ondersoek is gebaseer op „n voorgestelde bus stelsel vir Kaapstad. „n BRT-stelsel is „n hoë-kapasiteit publieke vervoerstelsel wat passasiers van een punt na „n ander vervoer, deur „n diens te verskaf wat vinniger en meer doeltreffend is as „n gewone bus stelsel. Die implementering van hierdie tipe stelsels neem wêreldwyd toe en dien as „n oplossing om verkeersopeenhopings te verminder. Die spesifieke busstasie wat ondersoek word staan bekend as die Thibault Stasie van Kaapstad se BRT-stelsel. Die kapasiteit van die stasie word ondersoek deur middel van simulasiemodellering. Die doel is om „n stogastiese simulasiemodel wat die vloei van passasiers modelleer te ontwikkel ten einde die kapasiteit van die stasie te ondersoek. Deur „n stogastiese model in plaas van „n deterministiese model te gebruik, kan elemente van onsekerheid ingesluit word. Dit verteenwoordig dus „n stelsel wat nader aan die werklikheid is. Tans word meeste BRT-stelsels ontwerpe gebaseer op deterministiese berekeninge, asook historiese studies wat onderneem is oor die Thibault Stasie. Die studie begin deur literatuur oor BRT-stelsels te bestudeer en fokus daarna op die huidige metodes wat gebruik word om die vereiste kapasiteit van „n busstasie te bepaal. Die konsep van simulasie word daarna voorgestel. Simulasie is die metode wat in die studie gebruik word om die passasier- en busaktiwiteite van die Thibault Stasie te modelleer en te evalueer. Die studie verskaf die metodes wat gebruik word vir die ontwikkeling en geldigmaak van die simulasiemodel. Gebruikers word op dié manier blootgestel aan die verskillende aspekte van die model. Nadat die gebruikers vertroud is met sekere aspekte van die model, word die model verder uiteengesit en word daar verduidelik hoe dit as „n instrument om kapasiteit parameters en alternatiewe ontwerpe van busstasies te ondersoek kan dien. Die resultate van die model kan gebruik word om beplannings- en ontwerpbesluite van enige busstasie te neem. Aan die einde van die studie word scenarioresultate bekendgestel, asook die interpretasie daarvan. Die resultate kan gebruik word vir meer realistiese ontwerp van BRT-stasies met behulp van stogastiese simulasie modellering.
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Duren, Dennis Lee. "Cost/benefit analysis and job design for Naval Construction Force liaison officer billets on Marine Expeditionary Force staffs." Thesis, Monterey, California. Naval Postgraduate School, 1992. http://hdl.handle.net/10945/23598.

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This thesis provides a cost/benefit analysis and job design for the placement of Naval Construction Force (NCF) Liaison Officer billets on each Marine Expeditionary Force (MEF) staff. The three NEFs are the largest, most capable form of a Marine Air-Ground Task Force (MAGTF). Each NEF has been authorized a billet for a Navy Civil Engineer Corps (CEC) Lieutenant as the NCF Liaison Officer. The NCF (or Seabees) have supported the Marine Corps with a wide range of advanced-base construction from the origin of the Seabees during World War II through the Persian Gulf War. Discussion of this support role and the organizational/command relationships between the NCF and the Marine Corps is provided. Discussion of the benefits and costs expected to be realized from those billets will lead to a proposed job design. This design of responsibilities attempts to optimize results from the billets. Job characteristics for work motivation for the officers assigned are also considered.
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Al-Ghamdi, Hamed A. "Effect of curing and mix design parameters on durability of Portland cement and Portland cement-silica fume mortars in a hot-marine environment." Thesis, University of Aberdeen, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.301075.

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This study was conducted to evaluate the effect of curing and mix design parameters, such as cement content and water to cementitious materials ratio, on the strength and durability characteristics of plain and silica fume cements exposed to a hot-marine environment. Specifically, the effect of curing and mix design parameters on chloride diffusion, shrinkage and carbonation of cement mortar specimens exposed to a hot-marine environment was evaluated. The results indicated that high water to cement ratio significantly influenced the durability performance of concrete through: (1) accelerating chloride diffusion and carbonation, (2) increasing the shrinkage and weight loss, and (3) reducing the compressive strength. Similarly, increasing the cement content increased the shrinkage for a given w/c ratio. However, the chloride diffusion and carbonation were minimized and strength was enhanced due to increasing cement content. The mix design parameters, namely, water-cement ratio and cement content significantly influenced the performance of both Type I and Type V cements, while the influence of these parameters on the performance of silica fume cements was insignificant. Although Type I cement mortars performed better than Type V cement mortars, the performance of silica fume cement was the best in terms of reduced chloride diffusion, carbonation and shrinkage, and enhanced strength. The beneficial effects of silica fume cements, were however, only evident in specimens subjected to good curing. Therefore, to extend the useful service-life of reinforced concrete structures exposed to hot-marine environments, the following mix design is recommended: (i) cement content should not be less than 350kg/m3; (ii) Type I cement with 10% silica fume; (iii) water to cementitious materials ratio of not more than 0.45; (iv) good curing.
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Raymond, Ian K. Mechanical &amp Manufacturing Engineering Faculty of Engineering UNSW. "Tools for the formation of optimised X-80 steel blast tolerant transverse bulkheads." Awarded by:University of New South Wales. School of Mechanical and Manufacturing Engineering, 2001. http://handle.unsw.edu.au/1959.4/20467.

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The Australian Maritime Engineering Cooperative Research Centre, and its partner organisation initiated this research effort. In particular, BHP and the Defence Science and Technology Organisation held the principal interest, as this research effort was a part of the investigation into the utilisation of X-80 steel in naval platforms. After some initial considerations, this research effort focussed on the development of X-80 steel blast tolerant transverse bulkheads. Unfortunately, due to the Australian Maritime Engineering Cooperative Research Centre not being re-funded after June 2000 and other project factors, the planned blast tests were not conducted, hence this research effort focussed on the tools needed for the formation of optimised blast tolerant transverse bulkheads rather than on the development of a single structural arrangement. Design criteria were formed from the worst case operational requirements for a transverse bulkhead, which would experience a 150 kg equivalent blast load at 8 m from the source. Since the development of any optimised blast tolerant structure had to be carried out using finite element analysis, material constants for X-80 steel under high strain rates were obtained. These material constants were implemented in the finite element analysis and the appropriate solid element size was evolved. The behaviour and effects of stress waves and high strain rates were considered and the literature reviewed, in particular consideration was given to joint structures and weld areas effects on the entire structural response to a blast load. Furthermore, to support the design criteria, rupture prediction and determination methodologies have been investigated and recommendations developed about their relevance. Since the response of transverse bulkheads is significantly affected by their joint and stiffener arrangements, separate investigations of these structures were undertaken. The outcomes of these investigations led to improvements in the blast tolerance behaviour of joints and stiffeners, which also improved the overall response of the transverse bulkhead to air blast loads. Finally, an optimisation procedure was developed that met all the design criteria and its relevant requirements. This optimisation procedure was implemented with the available data, to show the potential to develop optimised X-80 steel blast tolerant transverse bulkheads. Due to the constraints mentioned above the optimisation procedure was restricted, but did show progression towards more effective blast tolerant transverse bulkhead designs. Factors, such as double skin bulkheads, maximising plate separation, and the use of higher yield steel all showed to be beneficial in the development of optimal X-80 steel blast tolerant transverse bulkheads, when compared to the ANZACclass D-36 steel transverse bulkheads.
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Gregor, Jeffrey Allen. "Real options for naval ship design and acquisition : a method for valuing flexibility under uncertainty." Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/10945/11049.

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The United States Navy is facing a need for a novel surface combatant capability. This new system of ships must be deigned to meet the uncertainty associated with constantly changing required mission capabilities, threats, and technological advances. Flexibility in design and management will enable these systems to maximize their performance under changing conditions. Real options involve the 'right but not the obligation' to take a course of action. Real options embody the flexibility that allows projects to be continually reshaped, as uncertainty becomes resolved. This thesis seeks to identify and analyze the real options available for the design and acquisition of naval ships. This thesis also seeks to determine the value of these options and determine the best types and amount of flexibility to design into naval systems in order to maximize the value of the system over time under uncertain conditions.
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Giaccobi, Stéphane. "Méthode de conception de multimatériaux à architecture multicouche : application à la conception d’une canalisation sous-marine." Thesis, Bordeaux 1, 2009. http://www.theses.fr/2009BOR13829/document.

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Les méthodes de sélection de matériaux monolithiques peuvent conduire à des impasses lorsque les exigences fonctionnelles sont très élevées ou contradictoires. Le passage aux multimatériaux peut alors être envisagé. L’objectif de la thèse est de proposer une méthode de conception de multimatériaux à architecture fixée, avec en perspective une application à la conception de conduites offshore pour le génie pétrolier. Seuls les multimatériaux à architecture multicouche sont considérés et la méthode de conception est redéfinie comme une méthode de sélection des constituants du multimatériau et de dimensionnement. Une adaptation des étapes classiques de sélection des matériaux conduit à présenter la méthode en détail sur des exemples simples. Les techniques de programmation par satisfaction de contraintes s’avèrent nécessaires pour la résolution de cas réels de conception multimatériaux. L’application à la conception de conduites offshore permet de valider la méthode et de démontrer sa pertinence
When the design requirements are either too stringent or are conflicting, no monolithic material solution exists. In such cases the selection of a multimaterial could be considered. The primary aim of this thesis is to provide a methodology for designing multi-materials with a prescribed arrangement of the constituent materials. The second objective is to apply this new methodology to the design of a submarine pipeline. From amongst the huge variety of multi-material arrangements available, this study focusses on multilayered stackings and therefore the design methodology becomes a method for selecting the materials of the stack and sizing the layers. This original approach is presented in detail using basic examples in order to match the steps of classical methods for selecting engineering materials. The constraints programming techniques were very useful for solving real multimaterial design problems. Applying this new method to the design of a submarine pipeline permits its validation and provides proof of its relevance
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Gbologah, Franklin Ekoue. "Development of a multimodal port freight transportation model for estimating container throughput." Thesis, Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34817.

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Computer based simulation models have often been used to study the multimodal freight transportation system. But these studies have not been able to dynamically couple the various modes into one model; therefore, they are limited in their ability to inform on dynamic system level interactions. This research thesis is motivated by the need to dynamically couple the multimodal freight transportation system to operate at multiple spatial and temporal scales. It is part of a larger research program to develop a systems modeling framework applicable to freight transportation. This larger research program attempts to dynamically couple railroad, seaport, and highway freight transportation models. The focus of this thesis is the development of the coupled railroad and seaport models. A separate volume (Wall 2010) on the development of the highway model has been completed. The model railroad and seaport was developed using Arena® simulation software and it comprises of the Ports of Savannah, GA, Charleston, NC, Jacksonville, FL, their adjacent CSX rail terminal, and connecting CSX railroads in the southeastern U.S. However, only the simulation outputs for the Port of Savannah are discussed in this paper. It should be mentioned that the modeled port layout is only conceptual; therefore, any inferences drawn from the model's outputs do not represent actual port performance. The model was run for 26 continuous simulation days, generating 141 containership calls, 147 highway truck deliveries of containers, 900 trains, and a throughput of 28,738 containers at the Port of Savannah, GA. An analysis of each train's trajectory from origin to destination shows that trains spend between 24 - 67 percent of their travel time idle on the tracks waiting for permission to move. Train parking demand analysis on the adjacent shunting area at the multimodal terminal seems to indicate that there aren't enough containers coming from the port because the demand is due to only trains waiting to load. The simulation also shows that on average it takes containerships calling at the Port of Savannah about 3.2 days to find an available dock to berth and unload containers. The observed mean turnaround time for containerships was 4.5 days. This experiment also shows that container residence time within the port and adjacent multimodal rail terminal varies widely. Residence times within the port range from about 0.2 hours to 9 hours with a mean of 1 hour. The average residence time inside the rail terminal is about 20 minutes but observations varied from as little as 2 minutes to a high of 2.5 hours. In addition, about 85 percent of container residence time in the port is spent idle. This research thesis demonstrates that it is possible to dynamically couple the different sub-models of the multimodal freight transportation system. However, there are challenges that need to be addressed by future research. The principal challenge is the development of a more efficient train movement algorithm that can incorporate the actual Direct Traffic Control (DTC) and / or Automatic Block Signal (ABS) track segmentation. Such an algorithm would likely improve the capacity estimates of the railroad network. In addition, future research should seek to reduce the high computational cost imposed by a discrete process modeling methodology and the adoption of single container resolution level for terminal operations. A methodology combining both discrete and continuous process modeling as proposed in this study could lessen computational costs and lower computer system requirements at a cost of some of the feedback capabilities of the model This tradeoff must be carefully examined.
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Gaudart, Louis. "Incidences des configurations de fonctionnement de navires militaires sur la suralimentation a deux etages de leurs moteurs diesel de propulsion pag btc." Nantes, 1987. http://www.theses.fr/1987NANT2061.

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Books on the topic "Marine terminals Design and construction"

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Ligteringen, H. Ports and terminals. Delft, the Netherlands: VSSD, 2012.

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Kikō, Kokusai Kyōryoku. Preparatory survey on the Walvis Bay Port Container Terminal Development Project in the Republic of Namibia: Final report. [Tokyo]: Japan International Cooperation Agency, 2010.

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Design of marine facilities for the berthing, mooring, and repair of vessels. New York, NY: Van Nostrand Reinhold, 1990.

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Ports '86 (1986 Oakland, Calif.). Ports '86: Proceedings of a specialty conference on innovations in port engineering and development in the 1990's, Hyatt Regency Hotel, Oakland, California, May 19-21 1986. New York: American Society of Civil Engineers, 1986.

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Torbic, Darren J. Design guidance for freeway mainline ramp terminals. Washington, D.C: Transportation Research Board, 2012.

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Bai, Yong. Marine structural design. Amsterdam: Elsevier, 2003.

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Transportation, Ontario Ministry of. Transit terminal planning and design guidelines. [Toronto: Ministry of Transportation, 1991.

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Trip, J. J. Complex bundling networks and new-generation terminals: A synthesis. Delft, Netherlands: DUP Science, 2002.

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Transport terminals and modal interchanges: Planning and design. Oxford: Elsevier, 2005.

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Sustainability and the design of transport interchanges. New York, NY: Routledge, 2011.

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Book chapters on the topic "Marine terminals Design and construction"

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Olsen, Tor Ole. "Design of Marine Concrete Structures." In Innovative Materials and Techniques in Concrete Construction, 303–14. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1997-2_20.

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Johnson, Elizabeth Alice, Greg Guthrie, Amy Battison, MdAkhtaruzzaman Sarker, and Robert Hopewell. "Saltcoats Flood Prevention Scheme: Analysis, Design and Construction." In Coasts, marine structures and breakwaters: Adapting to change, 2: 120–131. London: Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41318.0012.

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Mead, Shaw T., Jose C. Borrero, and Kerry P. Black. "Design and Construction of the Boscombe Multi-Purpose Reef." In Coasts, marine structures and breakwaters: Adapting to change, 2: 700–703. London: Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41318.0070.

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Franco, Leopoldo, Riccardo Cifra, Pierfrancesco Capolei, Domenico Caricari, and Osvaldo Mazzola. "The new Marina of Rodi Garganico: design, construction and monitoring." In Coasts, marine structures and breakwaters: Adapting to change, 1: 544–555. London: Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41301.0048.

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Wang, Yuanhang, Wayne Yan, Jacqueline Ieong, and Thomas M. H. Lok. "Laboratory Evaluation and Neural Network Modeling of Treated Macau Marine Clay." In Resilient Design and Construction of Geostructures Against Natural Hazards, 1–14. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79854-3_1.

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Tsinker, Gregory P. "The Marine Environment and its Effects on Port Design and Construction." In Handbook of Port and Harbor Engineering, 1–67. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4757-0863-9_1.

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Sidek, Abdul Razak Bin Mohd, and Mohd Ramzan Bin Mainal. "Structural Design Synthesis of Marine Crafts Using FRP Materials in Sandwich Construction." In Polymers and Other Advanced Materials, 263–71. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4899-0502-4_26.

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Gurnani, Seema, K. R. Vinjamuri, A. Usmani, and C. Singh. "Design and Construction Approach of Marine Rock-Socketed Piles for an Oil Jetty Project." In Lecture Notes in Civil Engineering, 427–39. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6701-4_28.

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Deng, Na, Xu Chen, and Caiquan Xiong. "Design and Construction of Intelligent Decision-Making System for Marine Protection and Law Enforcement." In Lecture Notes in Networks and Systems, 828–37. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-33506-9_75.

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Gao, Xiaohui, Xiangyu Zhao, and Juan Wang. "Design and Implementation of the Marine Environmental Monitoring Database Construction-Cum-Visual Management System." In Informatics in Control, Automation and Robotics, 411–18. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-25899-2_55.

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Conference papers on the topic "Marine terminals Design and construction"

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Wagner, Michael G., and Christopher A. Lawrence. "Paulsboro Marine Terminal Wharf Design and Construction." In 14th Triennial International Conference. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479902.002.

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Shafer Jr., Thomas, Michael Knott, and Nicholas Joines. "Design and Construction of Berth IV Marginal Wharf at Seagirt Marine Terminal." In Proceedings of Ports '13: 13th Triennial International Conference. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413067.196.

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Oliveira Pedro, José J., José Dâmaso, Loïc Van Durmen, and Hubert Vander Meulen. "Roadway Deck of a Marine Terminal Facility in Egypt." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.1436.

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<p>This paper presents the Ain Sukhna Product Hub, a marine terminal facility recently finished in the Red Sea, Egypt, including the design and construction of a 3 km long offshore roadway. Formed by 83 simply supported spans, the roadway structures are elements that can greatly impact on the construction planning. An overview of the fast track nature of design, procurement and construction of this significant offshore structure are presented, describing the main design works and construction methods and highlighting the importance of the coordination with construction team and reality of the specific conditions in the project’s country.</p>
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Iyerusalimskiy, Aleksandr V., and Peter G. Noble. "Design Challenges for Large Arctic Crude Oil Tanker." In SNAME 8th International Conference and Exhibition on Performance of Ships and Structures in Ice. SNAME, 2008. http://dx.doi.org/10.5957/icetech-2008-128.

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The largest icebreaking tanker built so far, Vasily Dinkov was delivered by Samsung Heavy Industries shipyard to Russian ship-owner SOVCOMFLOT. The vessel was designed and built for the transport of crude oil from the Varandey offshore terminal in east-southern part of the Barents Sea to a transshipment location near Murmansk. The vessel is under long-term charter for NARYANMARNEFTEGAS (NMNG), a joint venture of LUKOIL and ConocoPhillips. The new ship was constructed strictly to the requirements, specification, and concept design provided by the charterer as a basis for final design, building contract, and time-charter agreement. That approach was driven by time constrain, challenges of the project, and uncertainty about experienced icebreaker builder shipyard availability. The ConocoPhillips-LUKOIL marine technical group led the efforts for the feasibility design study at the early vessel design stage and contributed arctic design expertise and oversight of the final design and construction.
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Gutsch, Martin, Florian Sprenger, and Sverre Steen. "Design Parameters for Increased Operability of Offshore Crane Vessels." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62307.

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Marine subsea operations are performed by highly specialized ships, referred to as Inspection, Maintenance, and Repair (IMR) and Offshore Construction Vessels (OCV). Although the ships and their on-board equipment are designed to operate in harsh environmental conditions, the current practice often is to terminate operations when a rigid and conservative weather limitation is reached, often specified in terms of the significant wave height as the exclusive criterion. Such general limitations do not account for vessel specific motion behavior. Since the offshore industry is aiming for all-year-round safe subsea operations, there is a strong interest amongst ship designers, owners and operators to establish vessel and task specific criteria. The project Vessel Performance within the Norwegian Centre for Research-based Innovation on Marine Operations (SFI MOVE), is developing response-based procedures, that are leading to case-specific operational ranges. This approach enables the full exploitation of vessel performance capabilities for safe and efficient offshore operations. Two methods with different complexity levels are proposed. Firstly, on the higher level, detailed operability analysis for a fleet and sea area of interest are performed by means of numerical tools. This level can be used to obtain detailed results for existing ships, but the procedure can also be applied as guidance in the design stage. Secondly, on the lower level, generic diagrams can be used to estimate and compare the operational performance of different vessels based on fact sheet parameters. This is especially relevant for decision making processes where a detailed study cannot be performed.
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Cavallo, Emanuele, Rinaldo C. Michelini, and Rezia M. Molfino. "The Restoring of Dismissed Offshore Oil Plants by a Remotely Operated Robotic Platform." In ASME 7th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2004. http://dx.doi.org/10.1115/esda2004-58195.

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The paper gives an overview of the research project SBC (contract n° GIRD-CT-2000-03007), aimed at the environment protection and rehabilitation, by means of an innovative robotic equipment, purposely developed with active interaction between academia and industries, showing joint issues as for scientific, technological, economic, social and cultural aspects, along the challenging track to eco-consistency. The falls-off bring forth:- a new technology: the sub-bottom wire cutting; - a reliably tailored set-up: the robotic platform; - a low-impact duty-scheme: the dig-and-saw process; - a safe work-cycle: the remote monitoring and control. The Sub Bottom Cutter, SBC, approach grants highly conservative decommissioning operations of dismissed submerged offshore structures. Due to surrounding hostility (pressure, temperature, pollution, ...), the robot is remotely controlled from the surface, where a human operator monitors the task advance intervening if any snag occurs. The equipment uses the diamond wire technology (DWT) to cut the pile foundations beneath the sea bottom. The result is the full removal of the structure, which may be made by steel, concrete or a combination of the two, and the consequent restoration of the underwater environment, according to the enacted laws and regulations. The project originality relies on combining and improving known and co-operating technologies, namely: diamond wire cutting and sub-bottom operation; robot-based tools and remote monitoring and control. This leads to the never attempted task of shearing below sea bottom in a hostile environment by a low-impact duty-scheme (dig-and-saw), through reliable and safe process (unmanned work-cycles). The prospected technique allows the environmentally safe disposal of offshore installations (wellheads, platforms, terminals and sea-lines), as well as marine and harbour structures, limiting the volume of the seabed excavation to less than 10 m3 per each access to the structure to be cut, like, jacket piles or wellheads, etc.. The excavated volume of the solid materials per single dig is estimated to be 100–150 times less than the one removed by conventional dredge systems. Moreover, sub-bottom diamond wire cutting leaves mainly unaltered the surroundings, with most of metal discharges trapped at the operation site. The project was successfully fulfilled, and a prototypal equipment has been tested during July 2003, within a marine surroundings, properly accomplishing the cutting sequence. The paper presents an overall discussion of the technical background required by the case peculiarities, and summarises the main design incumbents faced for the ideation and the construction of the robotic platform. Emphasis equally focuses on the structural checks and on the work-cycle performance, with due account of the task specification, the prototype definition, the conditioning computational and experimental checks and the basic monitoring and overseeing environment asuuring reliable remote govern. The key benefits of the finally achieved prototype show the very relevant outcomes of the solution, such as: the use of a clean process, not interfering with the equilibrium of the marine habitat; the integrated design of mechanics, hydraulics and the underwater functional components; the unmanned operation, ruled by an intelligent remote control/drive station on surface; the guarantee of the completion of the cutting task, provided by remote monitoring; the previous assessment of life-cycle performance, by digital prototyping and virtual testing; the optimisation in terms of environmental impact, overall efficiency and system reliability for the use underwater, and the low energy consumption in relation to the total power applied (250/300 kW); the unaltered overall efficiency of removed structures and materials characteristics involved in the cutting process, thus allowing the re-use for the same or different work-scopes; the noteworthy efficiency of the dig-and-saw process, and the comparative low over-all costs. The presentation offers a noteworthy example where the integrated desing grants the successful merging of technologies, to efficiently and reliably fulfill demanding duties. The demand to restore uncontaminated conditions of marine sites modified by men activity and the global spreading of off-shore reclamation tasks require international concern, as, today, proper technologies are missing as for human and for environment safety. The urgency follows, in view of the European sustainability programmes and the North Sea case. In such a context, the prospected development could be winning reference.
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Su, Yilong, and Etsuko Nishimura. "Block Layout Design Problem for Marine Container Terminals." In 2022 IEEE International Conference on Industrial Engineering and Engineering Management (IEEM). IEEE, 2022. http://dx.doi.org/10.1109/ieem55944.2022.9989678.

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Jabtanom, A., T. Phormtan, and A. Nazarov. "Design Development and Construction of 65’ Catamaran Yacht." In Marine Design 2014. RINA, 2014. http://dx.doi.org/10.3940/rina.md.2014.05.

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Fagan, Conn. "Offshore Gas Terminals - Guidance on Design and Construction." In Offshore Technology Conference. Offshore Technology Conference, 2011. http://dx.doi.org/10.4043/21479-ms.

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Kennedy, S. J., A. Martino, M. A. Brooking, Y. Heo, M. S. Kim, and H. Ocakli. "Development of Design Equations for Steel Sandwich Panel Construction." In Marine & Offshore Composites. RINA, 2010. http://dx.doi.org/10.3940/rina.moc10cd.2010.06.

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Reports on the topic "Marine terminals Design and construction"

1

Goel, Rakesh K. Simplified Procedures for Seismic Analysis and Design of Piers and Wharves in Marine Oil and LNG Terminals. Fort Belvoir, VA: Defense Technical Information Center, June 2010. http://dx.doi.org/10.21236/ada523972.

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