| 000 -LEADER |
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| fixed length control field |
03921nam a2200217Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
200103s 1989 ||||xx |||||||||||||| ||und|| |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
3540506063 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Classification number |
624.15 |
| Item number |
VRE |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Vreugdenhil, Cornelis B. |
| 245 #0 - TITLE STATEMENT |
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| Title |
Computational hydraulics: an introduction with 122 figures |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) |
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| Name of publisher, distributor, etc |
Springer-Verlag |
| Date of publication, distribution, etc |
1989 |
| Place of publication, distribution, etc |
New York |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
viii, 182 p.: ill. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Table of Contents<br/><br/>1. Introduction<br/>2. Water quality in a Lake<br/>2.1. Mathematical Formulation<br/>2.2. Exercises<br/>3. Numerical solution for Box Model<br/>3.1 Principle<br/>3.2 Stability and Accuracy<br/>3.3. Example<br/>3.4. Implicit Method<br/>3.5. Exercises<br/>4. Transport of a Dissolved Substance<br/>4.1. Mathematical Formulation<br/>4.2. Numerical Solution<br/>4.3. Exercises<br/>5. Explicit Finite-Difference Methods<br/>5.1. Two-Level Methods<br/>5.2. The Leap-Frog Method<br/>5.3. The CFL Condition<br/>5.4. Truncation Error<br/>5.5. Wave Propagation<br/>5.6. Exercises<br/>6. Kinematic waves<br/>6.1. Theory<br/>6.2. Example<br/>7. Diffusion<br/>7.1. Groundwater Flow in a Horizontal Layer<br/>7.2. Explicit Finite-Difference Method<br/>7.3. Implicit Finite-Difference Method<br/>7.4. The Thomas Algorithm<br/>7.5. Application<br/>7.6. Exercises<br/>8. Numerical Accuracy for Diffusion Problems<br/>8.1. Fourier Series<br/>8.2. Transfer Function<br/>8.3. Numerical Representation<br/>8.4. Exercises<br/>9. Diffusion Model for Coastline Development<br/>9.1. Mathematical Formulation<br/>9.2. Initial and Boundary Conditions<br/>9.3. Example<br/>9.4. Exercises<br/>10. Consolidation of Soil<br/>10.1. Mathematical Formulation<br/>10.2. Numerical Example<br/>11. Convection-Diffusion<br/>11.1. Transport of a Dissolved Substance<br/>11.2. Numerical Method<br/>11.3. Application<br/>11.4. Exercises<br/>12. Numerical Accuracy for Convection-Diffusion<br/>12.1. Wave Propagation<br/>12.2. Example<br/>12.3. Numerical Diffusion<br/>12.4. Example<br/>12.5. Convection only<br/>12.6. Wiggles<br/>12.7. Exercises<br/>13. Salt intrusion in Estuaries<br/>13.1. Formulation<br/>13.2. Accuracy Mean Concentration<br/>13.3. Accuracy for Tidal Fluctuation<br/>14. Boundary Layers<br/>14.1. Suspended Sediment Transport<br/>14.2. Example<br/>14.3. Boundary-Layer Flows<br/>14.4. Pressure Gradient<br/>14.5. Developing Flow in a River <br/>14.6. Exercises<br/>15. Long Waves<br/>15.1. Simplified Formulation<br/>15.2. Characteristics<br/>15.3. Weakly Reflecting Boundary Conditions<br/>15.4. Example<br/>15.5. Wave Propagation<br/>15.6. Example<br/>15.7. Exercises<br/>16. Numerical Methods for Long Waves<br/>16.1. Leap-Frog Method<br/>16.2. Stability of the Leap-Frog Method<br/>16.3. Example.- 16.4. Implicit Methods<br/>16.5. Numerical Wave Propagation<br/>16.6. Example<br/>16.7. Exercises<br/>17. Long Waves in Two-Dimensional Areas<br/>17.1. Mathematical Formulation<br/>17.2. Wave Propagation and Characteristics Ill<br/>17.3. Boundary Conditions<br/>17.4. Example<br/>18. Finite-Difference Methods for Two-Dimensional Long Waves<br/>18.1. Grids<br/>18.2. Explicit Method <br/>18.3. Alternating-Direction Implicit Method<br/>18.4. Stability<br/>18.5. Wave Propagation<br/>18.6. Example<br/>18.7. Exercises<br/>19. Potential Flow<br/>19.1. Irrotational Flow<br/>19.2. Potential and Stream Function<br/>19.3. Characteristics and Boundary Conditions<br/>19.4. Pressure<br/>19.5. Exercises<br/>20. Finite-Difference Method for Potential Flow<br/>20.1. Difference Equation<br/>20.2. Accuracy<br/>20.3. Example<br/>20.4. Exercises<br/>21. Finite-Element Method<br/>21.1. Principle<br/>21.2. The Galerkin Method<br/>21.3. Boundary Conditions<br/>21.4. Comparison with Finite-Difference Method<br/>21.5. Groundwater Flow<br/>21.6. Exercises<br/>Appendices<br/>Al. Long Waves.- A 1.1. Mathematical Formulation for Rivers.- A 1,2. Mathematical Formulation in Two Dimensions.- A 1.3. Characteristics.- A 1.4. Linearization.- A 1.5. Wave Propagation.<br/>A2. Linear Triangular Finite Elements<br/>References<br/>Subject Index<br/> |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Hydraulics - Mathematical models - Mathematics |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Mechanics |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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Renewable energy sources |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Thermodynamics |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Hydraulic engineering |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name as entry element |
Engineering mathematics |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Item type |
Books |
