11613nam 2200601 a 450 991095975120332120251117091634.01-61470-182-2(CKB)2550000000060077(EBL)3019840(MiAaPQ)EBC3019840(Au-PeEL)EBL3019840(CaPaEBR)ebr10671405(OCoLC)928193880(BIP)25870609(EXLCZ)99255000000006007720081204d2009 uy 0engur|n|---|||||txtrdacontentcrdamediacrrdacarrierKinematic-wave rainfall-runoff formulas /Tommy S.W. Wong1st ed.New York Nova Science Publishersc20091 online resource (266 p.)Hydrological science and engineering seriesDescription based upon print version of record.1-60692-705-1 Includes bibliographical references and index.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.My name is Cally Louise Fisher and I haven't spoken for thirty-one days. Talking doesn't always make things happen, however much you want them to. Cally Fisher saw her mum bright and real and alive. But no one believes her, so Cally's stopped talking. A mysterious wolfhound always seems to be there when her mum appears and now he's started following her everywhere. But how can Cally convince anyone that Mum is still with them, or persuade Dad that the huge silver-grey dog is their last link with her? An outstandingly assured debut novel from a sparkling new talent.Hydrological science and engineering series.RunoffMathematical modelsRain and rainfallMathematical modelsHydrologic modelsRunoffMathematical models.Rain and rainfallMathematical models.Hydrologic models.627/.042Wong Tommy S. W1871046MiAaPQMiAaPQMiAaPQBOOK9910959751203321Kinematic-wave rainfall-runoff formulas4480171UNINA