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Biblioteca

MARC Lista (tabellare)
Application of a distributed-routing rainfall-runoff model to flood-frequency estimation in Somerset County, New Jersey / / by James L. Fulton
Application of a distributed-routing rainfall-runoff model to flood-frequency estimation in Somerset County, New Jersey / / by James L. Fulton
Autore Fulton James L.
Pubbl/distr/stampa West Trenton, New Jersey : , : U.S. Geological Survey, , 1990
Descrizione fisica 1 online resource (vii, 78 pages) : illustrations, maps
Collana Water-resources investigations report
Soggetto topico Runoff - New Jersey - Somerset County - Mathematical models
Rain and rainfall - New Jersey - Somerset County - Mathematical models
Rain and rainfall - Mathematical models
Runoff - Mathematical models
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910713693303321
Fulton James L.  
West Trenton, New Jersey : , : U.S. Geological Survey, , 1990
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Areal-reduction factors for the precipitation of the 1-day design storm in Texas / / by William H. Asquith ; in cooperation with the Texas Department of Transportation
Areal-reduction factors for the precipitation of the 1-day design storm in Texas / / by William H. Asquith ; in cooperation with the Texas Department of Transportation
Autore Asquith William H.
Pubbl/distr/stampa Austin, Texas : , : U.S. Geological Survey, , 1999
Descrizione fisica 1 online resource (iv, 81 pages) : illustrations, maps
Collana Water-resources investigations report
Soggetto topico Hydrologic cycle - Texas - Mathematical models
Runoff - Texas - Mathematical models
Rain and rainfall - Texas - Mathematical models
Precipitation (Meteorology) - Texas - Mathematical models
Hydrologic cycle - Mathematical models
Precipitation (Meteorology) - Mathematical models
Rain and rainfall - Mathematical models
Runoff - Mathematical models
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910716864403321
Asquith William H.  
Austin, Texas : , : U.S. Geological Survey, , 1999
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
An atlas of the global water cycle : based on the IPCC AR4 climate models / / Wee Ho Lim and Michael Roderick
An atlas of the global water cycle : based on the IPCC AR4 climate models / / Wee Ho Lim and Michael Roderick
Autore Lim Wee Ho
Pubbl/distr/stampa Canberra, Australian Capital Territory : , : ANU Press, , 2009
Descrizione fisica 1 online resource (293 pages) : illustrations, maps; digital, PDF file(s)
Disciplina 551.57810184
Soggetto topico Rain and rainfall - Mathematical models
Rain and rainfall
Water-supply - Mathematical models
ISBN 1-921536-89-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto 1. Introduction --2. Methods --3. Results --4. Discussion.
Record Nr. UNINA-9910137627603321
Lim Wee Ho  
Canberra, Australian Capital Territory : , : ANU Press, , 2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
An atlas of the global water cycle : based on the IPCC AR4 climate models / / Wee Ho Lim and Michael Roderick
An atlas of the global water cycle : based on the IPCC AR4 climate models / / Wee Ho Lim and Michael Roderick
Autore Lim Wee Ho
Pubbl/distr/stampa Canberra, Australian Capital Territory : , : ANU Press, , 2009
Descrizione fisica 1 online resource (293 pages) : illustrations, maps; digital, PDF file(s)
Disciplina 551.57810184
Soggetto topico Rain and rainfall - Mathematical models
Rain and rainfall
Water-supply - Mathematical models
ISBN 1-921536-89-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto 1. Introduction --2. Methods --3. Results --4. Discussion.
Record Nr. UNISA-996217057603316
Lim Wee Ho  
Canberra, Australian Capital Territory : , : ANU Press, , 2009
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
Kinematic-wave rainfall-runoff formulas / / Tommy S.W. Wong
Kinematic-wave rainfall-runoff formulas / / 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-9911092758103321
Wong Tommy S. W  
New York, : Nova Science Publishers, c2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Kinematic-wave rainfall-runoff formulas / / Tommy S.W. Wong
Kinematic-wave rainfall-runoff formulas / / 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-9911153195703321
Wong Tommy S. W
New York, : Nova Science Publishers, c2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Rainfall-runoff modelling [[electronic resource] ] : the primer / / Keith Beven
Rainfall-runoff modelling [[electronic resource] ] : the primer / / Keith Beven
Autore Beven K. J
Edizione [2nd ed.]
Pubbl/distr/stampa Hoboken, : Wiley, 2012
Descrizione fisica 1 online resource (xxix, 457 p.) : ill
Disciplina 551.48/8
Soggetto topico Runoff - Mathematical models
Rain and rainfall - Mathematical models
ISBN 1-280-58613-3
9786613615961
1-119-95100-3
1-119-95101-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Preface to the 2nd edition -- Down to basics : runoff processes and the modelling process -- Evolution of rainfall-runoff models : survival of the fittest? -- Data for rainfall-runoff modelling -- Predicting hydrographs using models based on data -- Predicting hydrographs using distributed models based on process descriptions -- Hydrological similarity, distribution functions and semi-distributed rainfall-runoff models -- Parameter estimation and predictive uncertainty -- Beyond the primer : models for changing risk -- Beyond the primer : next generation hydrological models -- Beyond the primer : predictions in ungauged basins -- Beyond the primer : water sources and residence times in catchments -- Beyond the primer : hypotheses, measurements and models of everywhere.
Record Nr. UNINA-9910141332303321
Beven K. J  
Hoboken, : Wiley, 2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Rainfall-runoff modelling : the primer / / Keith Beven
Rainfall-runoff modelling : the primer / / Keith Beven
Autore Beven K. J
Edizione [2nd ed.]
Pubbl/distr/stampa Hoboken, : Wiley, 2012
Descrizione fisica 1 online resource (xxix, 457 p.) : ill
Disciplina 551.48/8
Soggetto topico Runoff - Mathematical models
Rain and rainfall - Mathematical models
ISBN 9786613615961
9781280586132
1280586133
9781119951001
1119951003
9781119951018
1119951011
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Preface to the 2nd edition -- Down to basics : runoff processes and the modelling process -- Evolution of rainfall-runoff models : survival of the fittest? -- Data for rainfall-runoff modelling -- Predicting hydrographs using models based on data -- Predicting hydrographs using distributed models based on process descriptions -- Hydrological similarity, distribution functions and semi-distributed rainfall-runoff models -- Parameter estimation and predictive uncertainty -- Beyond the primer : models for changing risk -- Beyond the primer : next generation hydrological models -- Beyond the primer : predictions in ungauged basins -- Beyond the primer : water sources and residence times in catchments -- Beyond the primer : hypotheses, measurements and models of everywhere.
Record Nr. UNINA-9910821180603321
Beven K. J  
Hoboken, : Wiley, 2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui