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05735nam a22003615i 4500 |
| 001 |
978-1-4684-8001-6 |
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20191024202221.0 |
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cr nn 008mamaa |
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121227s1985 xxu| s |||| 0|eng d |
| 020 |
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|a 9781468480016
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| 024 |
7 |
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|a 10.1007/978-1-4684-8001-6
|2 doi
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| 040 |
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|a Sistema de Bibliotecas del Tecnológico de Costa Rica
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| 245 |
1 |
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|a Offshore and Coastal Modelling
|c edited by P.P.G. Dyke, A.O. Moscardini, E.H. Robson.
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| 250 |
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|a 1st ed. 1985.
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| 260 |
# |
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|a New York, NY :
|b Springer New York :
|b Imprint: Springer,
|c 1985.
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| 300 |
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|a IX, 399 p. 11 illus.
|b online resource.
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a Coastal and Estuarine Studies,
|v 12
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| 505 |
0 |
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|a 1 Modelling in Offshore and Coastal Engineering -- 2 Tides, Storm Surges and Coastal Circulations -- 2.1 Bathymetry -- 2.2 Tides and Tidal Currents -- 2.3 North Sea Storm Surges -- 2.4 Two-dimensional Numerical Storm-surge Models -- 2.5 Surge Forecasting -- 2.6 Three-dimensional Models -- 2.7 Vertical Structure of Current -- 3 Modelling Storm Surge Current Structure -- 3.1 Introduction -- 3.2 Spectral Model Formulation -- 3.3 Form of Vertical Eddy Viscosity -- 3.4 A 3-D Simulation Model of Surge Currents on the North-West European Shelf -- 3.5 A Mechanistic Model of Wind Induced Current Profiles -- 3.6 Concluding Remarks -- 4 Optimally Controlled Hydrodynamics for Tidal Power from the Severn Estuary -- 4.1 Introduction -- 4.2 Hydrodynamics -- 4.3 Optimal Control -- 5 Numerical Modelling of Storm Surges in River Estuaries -- 5.1 Introduction -- 5.2 Points to note in Modelling -- 5.3 The Aims of a Mathematical Model of Storm Surges -- 5.4 The Differential Equations of the Model -- 5.5 Computational Aspects -- 5.6 Numerical Results: The Storm of 1953 -- 5.7 Summary -- 6 Coastal Sediment Modelling -- 6.1 Introduction -- 6.2 Need for Computer Models -- 6.3 Model Types -- 6.4 Conclusions -- 7 The Application of Ray Methods to Wave Refraction Studies -- 7.1 Introduction -- 7.2 Ray Models -- 7.3 Application of the Ray Model, a Simple Case -- 7.4 A Study including Wave Breaking -- 7.5 A Study including Diffraction and Reflection -- 7.6 Future Developments -- 8 A Model for Surface Wave Growth -- 8.1 Introduction -- 8.2 Formulation of the Problem -- 8.3 First Order Solution -- 8.4 Second Order Solution -- 8.5 Third Order Solution -- 8.6 Wind Shear Stress -- 8.7 Conclusion -- 9 Power Take-Off and Output from the Sea-Lanchester Clam Wave Energy Device -- 9.1 Introduction -- 9.2 Experimental Tests -- 9.3 Power Take-off Simulation -- 10 Numerical Modelling of Ilfracombe Seawall -- 10.1 Introduction -- 10.2 Finite Element Modelling of Ilfracombe Seawall -- 10.3 Need for a Finite Element Model Approach -- 10.4 Conclusions -- 11 Modelling The Plan Shape of Shingle Beaches -- 11.1 Introduction -- 11.2 General Considerations when Modelling Beach Changes -- 11.3 Derivation of an Alongshore Transport Formula -- 11.4 Incipient Motion of Shingle -- 11.5 Discussion -- 11.6 Conclusions -- 12 Mathematical Modelling Applications for Offshore Structures -- 12.1 Introduction -- 12.2 Operational, Environmental and Foundation Condition -- 12.3 Structural Concepts -- 12.4 Fabrication -- 12.5 Construction -- 12.6 Load Out -- 12.7 Tow Out -- 12.8 Installation -- 12.9 Mathematical Modelling in Platform Design -- 12.10 Conclusions -- 13 Mathematical Model of A Marine Hose-String at a Buoy: Part 1, Static Problem -- 13.1 Introduction -- 13.2 Assumptions -- 13.3 Equations -- 13.4 Boundary Conditions -- 13.5 Hose Radius -- 13.6 The Load -- 13.7 Method of Solution -- 13.8 Analytical Solutions for Simplified Models -- 13.9 Results -- 13.10 Applications -- 13.11 Conclusions -- 14 Mathematical Model of a Marine Hose-String at a Buoy: Part 2, Dynamic Problem -- 14.1 Introduction -- 14.2 Equation of Motion -- 14.3 Boundary Conditions -- 14.4 Method of Solution -- 14.5 Flanges -- 14.6 Comparison of Analytical and Numerical Results -- 14.7 Numerical Results -- 14.8 Conclusions -- 15 The Design of Catenary Mooring Systems for Offshore Vessels -- 15.1 Introduction -- 15.2 Representation of the Environment -- 15.3 Mathematical Model of Moored Vessel -- 15.4 Calculations of Environmental Forces and Moments -- 15.5 Calculation of Mooring Forces and Moments -- 15.6 Static Analysis -- 15.7 Response of Vessel to Wind Gusting and Wave Drift Action -- 15.8 Conclusions -- 16 Some Problems Involving Umbilicals, Cables and Pipes -- 16.1 Introduction -- 16.2 The Statics of Cables and Pipes -- 16.3 Hydrodynamic Forces -- 16.4 Analytical Solutions -- 16.5 Typical Problems and Numerical Solutions -- 16.6 Final Comments -- 17 Mathematical Modelling in Offshore Corrosion -- 17.1 Introduction -- 17.2 General Mass Transport Theory -- 17.3 Mathematical Modelling of the Electrochemistry in Cracks -- 17.4 Mathematical Modelling in Cathodic Protection Offshore -- 17.5 Mathematical Modelling of Crevice Corrosion -- 17.6 Mathematical Modelling of Corrosion in Concrete -- 17.7 Conclusions -- 18 Fatigue Crack Growth Predictions in Tubular Welded Joints -- 18.1 Introduction -- 18.2 Fatigue Crack Growth Behaviour of Tubular Joints -- 18.3 Theoretical Analysis of Crack Growth -- 18.4 Conclusions.
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| 650 |
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0 |
|a Ecology .
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| 650 |
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|a Geology.
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| 650 |
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|a Geotechnical engineering.
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| 650 |
1 |
4 |
|a Ecology.
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| 650 |
2 |
4 |
|a Geology.
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| 650 |
2 |
4 |
|a Geotechnical Engineering & Applied Earth Sciences.
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| 700 |
1 |
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|a Dyke, P.P.G.
|e editor.
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| 700 |
1 |
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|a Moscardini, A.O.
|e editor.
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| 700 |
1 |
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|a Robson, E.H.
|e editor.
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| 710 |
2 |
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|a SpringerLink (Online service)
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| 773 |
0 |
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|t Springer eBooks
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| 856 |
4 |
0 |
|u https://doi.org/10.1007/978-1-4684-8001-6
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