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Computational fluid dynamics [[electronic resource] ] : applications in environmental hydraulics / / editors, Paul D. Bates, Stuart N. Lane, Robert I. Ferguson
| Computational fluid dynamics [[electronic resource] ] : applications in environmental hydraulics / / editors, Paul D. Bates, Stuart N. Lane, Robert I. Ferguson |
| Pubbl/distr/stampa | Hoboken, NJ, : J. Wiley, c2005 |
| Descrizione fisica | 1 online resource (545 p.) |
| Disciplina |
627.042
627/.042 |
| Altri autori (Persone) |
BatesPaul D
LaneStuart N FergusonRobert I |
| Soggetto topico |
Environmental hydraulics - Mathematical models
Fluid dynamics - Mathematical models |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-27625-8
9786610276257 0-470-01519-5 0-470-01518-7 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Computational Fluid Dynamics; Contents; List of Contributors; 1 Computational Fluid Dynamics modelling for environmental hydraulics; PART ONE AN OVERVIEW OF COMPUTATIONAL FLUID DYNAMICS SCHEMES; 2 Fundamental equations for CFD in river flow simulations; 3 Modelling solute transport processes in free surface flow CFD schemes; 4 Basic equations for sediment transport in CFD for fluvial morphodynamics; 5 Introduction to statistical turbulence modelling for hydraulic engineering flows; 6 Modelling wetting and drying processes in hydraulic models; 7 Introduction to numerical methods for fluid flow
8 A framework for model verification and validation of CFD schemes in natural open channel flows9 Parameterisation, validation and uncertainty analysis of CFD models of fluvial and flood hydraulics in the natural environment; PART TWO APPLICATION POTENTIAL FOR FLUVIAL STUDIES; 10 Modelling reach-scale fluvial flows; 11 Numerical modelling of floodplain flow; 12 Modelling water quality processes in estuaries; 13 Roughness parameterization in CFD modelling of gravel-bed rivers; 14 Modelling of sand deposition in archaeologically significant reaches of the Colorado River in Grand Canyon, USA 15 Modelling of open channel flow through vegetation16 Ecohydraulics: A new interdisciplinary frontier for CFD; 17 Towards risk-based prediction in real-world applications of complex hydraulic models; 18 CFD for environmental design and management; Author index; Subject index |
| Record Nr. | UNINA-9910145043703321 |
| Hoboken, NJ, : J. Wiley, c2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Entropy theory in hydraulic engineering : an introduction / / Vijay P. Singh
| Entropy theory in hydraulic engineering : an introduction / / Vijay P. Singh |
| Autore | Singh V. P (Vijay P.) |
| Pubbl/distr/stampa | Reston, Virginia : , : American Society of Civil Engineers, , 2014 |
| Descrizione fisica | 1 online resource (xv, 785 p.) : ill |
| Disciplina | 627/.042 |
| Soggetto topico |
Hydrodynamics
Hydraulics - Mathematics Entropy |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-68015-798-1
0-7844-7825-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Contents""; ""Preface""; ""Chapter 1 Entropy Theory""; ""1.1 Overview of This Volume""; ""1.2 Entropy Concept""; ""1.3 Entropy Theory""; ""1.4 Types of Entropy""; ""1.5 Application of Entropy Theory to Hydraulic Engineering Problems""; ""1.6 Hypothesis on the Cumulative Distribution Function""; ""1.7 Methodology for Application of Entropy Theory""; ""Appendix 1.1""; ""Questions""; ""References""; ""Additional Reading""; ""Part 1: Velocity Distributions""; ""Chapter 2 One-Dimensional Velocity Distributions""; ""2.1 Preliminaries""; ""2.2 Derivation of One-Dimensional Velocity Distributions""
""2.3 One-Dimensional Velocity Distribution with No Physical Constraint""""2.4 One-Dimensional Velocity Distribution with One Physical Constraint""; ""2.5 Testing of One-Physical-Constraint Velocity Distribution""; ""2.6 One-Dimensional Velocity Distribution with Two Physical Constraints""; ""2.7 One-Dimensional Velocity Distribution with Three Physical Constraints""; ""Appendix 2.1: Method of Lagrange Multipliers""; ""Questions""; ""References""; ""Additional Reading""; ""Chapter 3 Two-Dimensional Velocity Distributions""; ""3.1 Derivation of Velocity Distributions"" ""3.2 Construction of Isovels and Relation between (x, y) Coordinates and (r, s) Coordinates""""3.3 Estimation of Parameters of Velocity Distribution""; ""3.4 Maximum and Mean Velocities""; ""3.5 Comparison of Mean Velocity Estimates""; ""3.6 Alternative Method for Estimation of the Cross-Sectional Area Mean Velocity for New River Sites""; ""3.7 Derivation of 2-D Velocity Distribution Using a Mathematically Sound Coordinate System""; ""3.8 Trapezoidal Domain""; ""Appendix 3.1""; ""Appendix 3.2""; ""Questions""; ""References""; ""Additional Reading"" ""Chapter 4 Power Law and Logarithmic Velocity Distributions""""4.1 Preliminaries""; ""4.2 One-Dimensional Power Law Velocity Distribution""; ""4.3 One-Dimensional Prandtl�von Karman Universal Velocity Distribution""; ""4.4 Two-Dimensional Power Law Velocity Distribution""; ""4.5 Two-Dimensional Prandtl�von Karman Velocity Distribution""; ""4.6 Two-Dimensional Representation of Velocity Using a General Framework""; ""Questions""; ""References""; ""Additional Reading""; ""Chapter 5 Applications of Velocity Distributions""; ""5.1 Sampling Velocity Measurements"" ""5.2 Use of k[sub(1)]�Entropy Relation for Characterizing Open-Channel Flows""""5.3 Energy and Momentum Coefficients""; ""5.4 Shear Stress Distribution""; ""5.5 Relation between Maximum Velocity, Darcy�s Friction Factor, and Entropy Number""; ""5.6 Discharge Measurements""; ""5.7 Determination of Discharge at Remote Locations""; ""5.8 Determination of Flow Depth Distribution""; ""5.9 Determination of Entropy Parameter from Hydraulic and Geometric Characteristics""; ""Questions""; ""References""; ""Additional Reading""; ""Chapter 6 Velocity Distribution in Pipe Flow"" ""6.1 Derivation of Velocity Distribution"" |
| Record Nr. | UNINA-9910464293103321 |
Singh V. P (Vijay P.)
|
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| Reston, Virginia : , : American Society of Civil Engineers, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Kinematic-wave rainfall-runoff formulas [[electronic resource] /] / Tommy S.W. Wong
| Kinematic-wave rainfall-runoff formulas [[electronic resource] /] / Tommy S.W. Wong |
| Autore | Wong Tommy S. W |
| Pubbl/distr/stampa | New York, : Nova Science Publishers, c2009 |
| Descrizione fisica | 1 online resource (266 p.) |
| Disciplina | 627/.042 |
| Collana | Hydrological science and engineering series |
| Soggetto topico |
Runoff - Mathematical models
Rain and rainfall - Mathematical models Hydrologic models |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-61470-182-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910457946503321 |
|
Wong Tommy S. W
|
||
| New York, : Nova Science Publishers, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Kinematic-wave rainfall-runoff formulas [[electronic resource] /] / Tommy S.W. Wong
| Kinematic-wave rainfall-runoff formulas [[electronic resource] /] / Tommy S.W. Wong |
| Autore | Wong Tommy S. W |
| Pubbl/distr/stampa | New York, : Nova Science Publishers, c2009 |
| Descrizione fisica | 1 online resource (266 p.) |
| Disciplina | 627/.042 |
| Collana | Hydrological science and engineering series |
| Soggetto topico |
Runoff - Mathematical models
Rain and rainfall - Mathematical models Hydrologic models |
| ISBN | 1-61470-182-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910781857103321 |
|
Wong Tommy S. W
|
||
| New York, : Nova Science Publishers, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Kinematic-wave rainfall-runoff formulas [[electronic resource] /] / Tommy S.W. Wong
| Kinematic-wave rainfall-runoff formulas [[electronic resource] /] / Tommy S.W. Wong |
| Autore | Wong Tommy S. W |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | New York, : Nova Science Publishers, c2009 |
| Descrizione fisica | 1 online resource (266 p.) |
| Disciplina | 627/.042 |
| Collana | Hydrological science and engineering series |
| Soggetto topico |
Runoff - Mathematical models
Rain and rainfall - Mathematical models Hydrologic models |
| ISBN | 1-61470-182-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- KINEMATIC-WAVERAINFALL-RUNOFF FORMULAS -- DEDICATED TO -- CONTENTS -- PREFACE -- ACKNOWLEDGEMENTS -- LIST OF SYMBOLS -- 1. INTRODUCTION -- 1.1. HOW TO USE THIS BOOK -- 2. GENERAL FORMULAS FOR FLOWON OVERLAND PLANE -- 2.1. FLOW CONDITIONS -- 2.2. DYNAMIC WAVE EQUATIONS -- 2.3. KINEMATIC WAVE EQUATIONS -- 2.4. FLOW DEPTH -- 2.5. FLOW VELOCITY -- 2.6. AVERAGE FLOW VELOCITY -- 2.7. KINEMATIC WAVE CELERITY -- 2.8. AVERAGE WAVE CELERITY -- 2.9. TIME OF CONCENTRATION -- 2.10. DESIGN DISCHARGE -- 2.10.1. Rainfall Intensity-Duration Relationship -- 2.10.2. Design Discharge -- 2.11. HYDROGRAPH - RISING PHASE -- 2.12. FORWARD CHARACTERISTIC - RISING PHASE -- 2.13. WATER SURFACE PROFILE - RISING PHASE -- 2.14. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 2.15. HYDROGRAPH - EQUILIBRIUM PHASE -- 2.15.1. Partial Equilibrium Discharge -- 2.15.2. Equilibrium Discharge -- 2.16. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 2.17. EQUILIBRIUM DETENTION STORAGE -- 2.17.1. Water Surface Profile Approach -- 2.17.2. Hydrograph Approach -- 2.18. WATER SURFACE PROFILE - FALLING PHASE -- 2.18.1. Inflection Line -- 2.19. HYDROGRAPH - FALLING PHASE -- 3. WORKING FORMULAS FOR FLOWON OVERLAND PLANE -- 3.1. KINEMATIC WAVE PARAMETERS -- 3.2. FLOW DEPTH -- 3.3. FLOW VELOCITY -- 3.4. AVERAGE FLOW VELOCITY -- 3.5. KINEMATIC WAVE CELERITY -- 3.6. AVERAGE WAVE CELERITY -- 3.7. TIME OF CONCENTRATION -- 3.8. DESIGN DISCHARGE -- 3.9. HYDROGRAPH - RISING PHASE -- 3.10. FORWARD CHARACTERISTIC - RISING PHASE -- 3.11. WATER SURFACE PROFILE - RISING PHASE -- 3.12. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 3.13. HYDROGRAPH - EQUILIBRIUM PHASE -- 3.13.1. Partial Equilibrium Discharge -- 3.13.2. Equilibrium Discharge -- 3.14. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 3.15. EQUILIBRIUM DETENTION STORAGE -- 3.16. WATER SURFACE PROFILE - FALLING PHASE.
3.17. HYDROGRAPH - FALLING PHASE -- 4. GENERAL FORMULAS FORFLOW IN OPEN CHANNEL -- 4.1. FLOW CONDITIONS -- 4.2. DYNAMIC WAVE EQUATIONS -- 4.3. KINEMATIC WAVE EQUATIONS -- 4.4. FLOW AREA -- 4.5. FLOW VELOCITY -- 4.6. AVERAGE FLOW VELOCITY -- 4.7. KINEMATIC WAVE CELERITY -- 4.8. AVERAGE WAVE CELERITY -- 4.9. TIME OF TRAVEL -- 4.10. HYDROGRAPH - RISING PHASE -- 4.11. FORWARD CHARACTERISTIC - RISING PHASE -- 4.12. FLOW AREA PROFILE - RISING PHASE -- 4.13. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 4.14. HYDROGRAPH - EQUILIBRIUM PHASE -- 4.14.1. Partial Equilibrium Discharge -- 4.14.2. Equilibrium Discharge -- 4.15. FLOW AREA PROFILE - EQUILIBRIUM PHASE -- 4.16. EQUILIBRIUM DETENTION STORAGE -- 4.16.1. Flow Area Profile Approach -- 4.16.2. Hydrograph Approach -- 4.17. FLOW AREA PROFILE - FALLING PHASE -- 4.17.1. Inflection Line -- 4.18. HYDROGRAPH - FALLING PHASE -- 5. WORKING FORMULAS FOR FLOWIN CIRCULAR CHANNEL -- 5.1. KINEMATIC WAVE PARAMETERS -- 5.2. FLOW DEPTH -- 5.3. FLOW VELOCITY -- 5.4. AVERAGE FLOW VELOCITY -- 5.5. KINEMATIC WAVE CELERITY -- 5.6. AVERAGE WAVE CELERITY -- 5.7. TIME OF TRAVEL -- 5.8. HYDROGRAPH - RISING PHASE -- 5.9. FORWARD CHARACTERISTIC - RISING PHASE -- 5.10. WATER SURFACE PROFILE - RISING PHASE -- 5.11. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 5.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 5.12.1. Partial Equilibrium Discharge -- 5.12.2. Equilibrium Discharge -- 5.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 5.14. EQUILIBRIUM DETENTION STORAGE -- 5.15. WATER SURFACE PROFILE - FALLING PHASE -- 5.16. HYDROGRAPH - FALLING PHASE -- 6. WORKING FORMULAS FOR FLOWIN PARABOLIC CHANNEL -- 6.1. KINEMATIC WAVE PARAMETERS -- 6.2. FLOW DEPTH -- 6.3. FLOW VELOCITY -- 6.4. AVERAGE FLOW VELOCITY -- 6.5. KINEMATIC WAVE CELERITY -- 6.6. AVERAGE WAVE CELERITY -- 6.7. TIME OF TRAVEL -- 6.8. HYDROGRAPH - RISING PHASE. 6.9. FORWARD CHARACTERISTIC - RISING PHASE -- 6.10. WATER SURFACE PROFILE - RISING PHASE -- 6.11. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 6.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 6.12.1. Partial Equilibrium Discharge -- 6.12.2. Equilibrium Discharge -- 6.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 6.14. EQUILIBRIUM DETENTION STORAGE -- 6.15. WATER SURFACE PROFILE - FALLING PHASE -- 6.16. HYDROGRAPH - FALLING PHASE -- 7. WORKING FORMULAS FOR FLOW INRECTANGULAR (DEEP) CHANNEL -- 7.1. KINEMATIC WAVE PARAMETERS -- 7.2. FLOW DEPTH -- 7.3. FLOW VELOCITY -- 7.4. AVERAGE FLOW VELOCITY -- 7.5. KINEMATIC WAVE CELERITY -- 7.6. AVERAGE WAVE CELERITY -- 7.7. TIME OF TRAVEL -- 7.8. HYDROGRAPH - RISING PHASE -- 7.9. FORWARD CHARACTERISTIC - RISING PHASE -- 7.10. WATER SURFACE PROFILE - RISING PHASE -- 7.11. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 7.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 7.12.1. Partial Equilibrium Discharge -- 7.12.2. Equilibrium Discharge -- 7.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 7.14. EQUILIBRIUM DETENTION STORAGE -- 7.15. WATER SURFACE PROFILE - FALLING PHASE -- 7.16. HYDROGRAPH - FALLING PHASE -- 8. WORKING FORMULAS FOR FLOW INRECTANGULAR (SQUARE) CHANNEL -- 8.1. KINEMATIC WAVE PARAMETERS -- 8.2. FLOW DEPTH -- 8.3. FLOW VELOCITY -- 8.4. AVERAGE FLOW VELOCITY -- 8.5. KINEMATIC WAVE CELERITY -- 8.6. AVERAGE WAVE CELERITY -- 8.7. TIME OF TRAVEL -- 8.8. HYDROGRAPH - RISING PHASE -- 8.9. FORWARD CHARACTERISTIC - RISING PHASE -- 8.10. WATER SURFACE PROFILE - RISING PHASE -- 8.11. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 8.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 8.12.1. Partial Equilibrium Discharge -- 8.12.2. Equilibrium Discharge -- 8.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 8.14. EQUILIBRIUM DETENTION STORAGE -- 8.15. WATER SURFACE PROFILE - FALLING PHASE -- 8.16. HYDROGRAPH - FALLING PHASE. 9. WORKING FORMULAS FOR FLOWIN RECTANGULAR (WIDE) CHANNEL -- 9.1. KINEMATIC WAVE PARAMETERS -- 9.2. FLOW DEPTH -- 9.3. FLOW VELOCITY -- 9.4. AVERAGE FLOW VELOCITY -- 9.5. KINEMATIC WAVE CELERITY -- 9.6. AVERAGE WAVE CELERITY -- 9.7. TIME OF TRAVEL -- 9.8. HYDROGRAPH - RISING PHASE -- 9.9. FORWARD CHARACTERISTIC - RISING PHASE -- 9.10. WATER SURFACE PROFILE - RISING PHASE -- 9.11. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 9.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 9.12.1. Partial Equilibrium Discharge -- 9.12.2. Equilibrium Discharge -- 9.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 9.14. EQUILIBRIUM DETENTION STORAGE -- 9.15. WATER SURFACE PROFILE - FALLING PHASE -- 9.16. HYDROGRAPH - FALLING PHASE -- 10. WORKING FORMULAS FOR FLOWIN TRAPEZOIDAL CHANNELWITH EQUAL SIDE SLOPES -- 10.1. KINEMATIC WAVE PARAMETERS -- 10.2. FLOW DEPTH -- 10.3. FLOW VELOCITY -- 10.4. AVERAGE FLOW VELOCITY -- 10.5. KINEMATIC WAVE CELERITY -- 10.6. AVERAGE WAVE CELERITY -- 10.7. TIME OF TRAVEL -- 10.8. HYDROGRAPH - RISING PHASE -- 10.9. FORWARD CHARACTERISTIC - RISING PHASE -- 10.10. WATER SURFACE PROFILE - RISING PHASE -- 10.11. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 10.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 10.12.1. Partial Equilibrium Discharge -- 10.12.2. Equilibrium Discharge -- 10.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 10.14. EQUILIBRIUM DETENTION STORAGE -- 10.15. WATER SURFACE PROFILE - FALLING PHASE -- 10.16. HYDROGRAPH - FALLING PHASE -- 11. WORKING FORMULAS FOR FLOWIN TRAPEZOIDAL CHANNELWITH ONE SIDE VERTICAL -- 11.1. KINEMATIC WAVE PARAMETERS -- 11.2. FLOW DEPTH -- 11.3. FLOW VELOCITY -- 11.4. AVERAGE FLOW VELOCITY -- 11.5. KINEMATIC WAVE CELERITY -- 11.6. AVERAGE WAVE CELERITY -- 11.7. TIME OF TRAVEL -- 11.8. HYDROGRAPH - RISING PHASE -- 11.9. FORWARD CHARACTERISTIC - RISING PHASE -- 11.10. WATER SURFACE PROFILE - RISING PHASE. 11.11. DURATION OF PARTIALEQUILIBRIUM DISCHARGE -- 11.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 11.12.1. Partial Equilibrium Discharge -- 11.12.2. Equilibrium Discharge -- 11.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 11.14. EQUILIBRIUM DETENTION STORAGE -- 11.15. WATER SURFACE PROFILE - FALLING PHASE -- 11.16. HYDROGRAPH - FALLING PHASE -- 12. WORKING FORMULAS FOR FLOWIN TRIANGULAR CHANNEL -- 12.1. KINEMATIC WAVE PARAMETERS -- 12.2. FLOW DEPTH -- 12.3. FLOW VELOCITY -- 12.4. AVERAGE FLOW VELOCITY -- 12.5. KINEMATIC WAVE CELERITY -- 12.6. AVERAGE WAVE CELERITY -- 12.7. TIME OF TRAVEL -- 12.8. HYDROGRAPH - RISING PHASE -- 12.9. FORWARD CHARACTERISTIC - RISING PHASE -- 12.10. WATER SURFACE PROFILE - RISING PHASE -- 12.11. DURATION OF PARTIALEQUILIBRIUM DISCHARGE -- 12.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 12.12.1. Partial Equilibrium Discharge -- 12.12.2. Equilibrium Discharge -- 12.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 12.14. EQUILIBRIUM DETENTION STORAGE -- 12.15. WATER SURFACE PROFILE - FALLING PHASE -- 12.16. HYDROGRAPH - FALLING PHASE -- 13. WORKING FORMULAS FOR FLOWIN VERTICAL CURB CHANNEL -- 13.1. KINEMATIC WAVE PARAMETERS -- 13.2. FLOW DEPTH -- 13.3. FLOW VELOCITY -- 13.4. AVERAGE FLOW VELOCITY -- 13.5. KINEMATIC WAVE CELERITY -- 13.6. AVERAGE WAVE CELERITY -- 13.7. TIME OF TRAVEL -- 13.8. HYDROGRAPH - RISING PHASE -- 13.9. FORWARD CHARACTERISTIC - RISING PHASE -- 13.10. WATER SURFACE PROFILE - RISING PHASE -- 13.11. DURATION OF PARTIAL EQUILIBRIUM DISCHARGE -- 13.12. HYDROGRAPH - EQUILIBRIUM PHASE -- 13.12.1. Partial Equilibrium Discharge -- 13.12.2. Equilibrium Discharge -- 13.13. WATER SURFACE PROFILE - EQUILIBRIUM PHASE -- 13.14. EQUILIBRIUM DETENTION STORAGE -- 13.15. WATER SURFACE PROFILE - FALLING PHASE -- 13.16. HYDROGRAPH - FALLING PHASE -- APPENDICES -- APPENDIX A. APPLICABILITYOF KINEMATIC WAVE THEORY. A.1. Flow on Overland Plane. |
| Record Nr. | UNINA-9910823821803321 |
|
Wong Tommy S. W
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| New York, : Nova Science Publishers, c2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Numerical ship hydrodynamics : an assessment of the Gothenburg 2010 Workshop / / Lars Larsson, Frederick Stern, Michel Visonneau, editors
| Numerical ship hydrodynamics : an assessment of the Gothenburg 2010 Workshop / / Lars Larsson, Frederick Stern, Michel Visonneau, editors |
| Edizione | [1st ed. 2014.] |
| Pubbl/distr/stampa | Dordrecht [Netherlands] : , : Springer, , 2014 |
| Descrizione fisica | 1 online resource (ix, 318 pages) : illustrations (some color) |
| Disciplina |
620
627/.042 |
| Collana | Gale eBooks |
| Soggetto topico |
Ships - Hydrodynamics - Mathematical models
Computational fluid dynamics |
| ISBN | 94-007-7189-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1 Introduction, Conclusions and Recommendations -- 2 Evaluation of Resistance, Sinkage and Trim, Self-Propulsion and Wave Pattern Predictions -- 3 Evaluation of Local Flow Predictions -- 4 Evaluation of Seakeeping Predictions -- 5 A Verification and Validation Study Based on Resistance -- 6 Additional Data for Resistance, Sinkage and Trim -- 7 Post Workshop Computations and Analysis for KVLCC2 and 5415. |
| Record Nr. | UNINA-9910299732803321 |
| Dordrecht [Netherlands] : , : Springer, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Offshore and coastal modelling / / edited by P.P.G. Dyke, A.O. Moscardini, and E.H. Robson
| Offshore and coastal modelling / / edited by P.P.G. Dyke, A.O. Moscardini, and E.H. Robson |
| Pubbl/distr/stampa | New York : , : Springer-Verlag, , [1985] |
| Disciplina | 627/.042 |
| Collana | Lecture notes on coastal and estuarine studies |
| Soggetto topico |
Ocean engineering - Mathematical models - Congresses
Offshore structures - Mathematical models - Congresses Storm surges - Congresses - Mathematical models Tidal currents - Mathematical models - Congresses Coastal engineering - Mathematical models - Congresses Civil & Environmental Engineering Earth & Environmental Sciences Engineering & Applied Sciences Ocean Engineering Ecology |
| ISBN | 1-118-66915-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910133678203321 |
| New York : , : Springer-Verlag, , [1985] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Offshore and coastal modelling / / edited by P.P.G. Dyke, A.O. Moscardini, and E.H. Robson
| Offshore and coastal modelling / / edited by P.P.G. Dyke, A.O. Moscardini, and E.H. Robson |
| Pubbl/distr/stampa | New York : , : Springer-Verlag, , [1985] |
| Disciplina | 627/.042 |
| Collana | Lecture notes on coastal and estuarine studies |
| Soggetto topico |
Ocean engineering - Mathematical models - Congresses
Offshore structures - Mathematical models - Congresses Storm surges - Congresses - Mathematical models Tidal currents - Mathematical models - Congresses Coastal engineering - Mathematical models - Congresses Civil & Environmental Engineering Earth & Environmental Sciences Engineering & Applied Sciences Ocean Engineering Ecology |
| ISBN | 1-118-66915-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910830483303321 |
| New York : , : Springer-Verlag, , [1985] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||