top

  Info

  • Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.

  Info

  • Utilizzare questo link per rimuovere la selezione effettuata.

Biblioteca

MARC Lista (tabellare)
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 [[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  
New York, : Nova Science Publishers, c2009
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Model hydrographs / / by W.D. Mitchell
Model hydrographs / / by W.D. Mitchell
Autore Mitchell W. D (William David)
Pubbl/distr/stampa Washington : , : United States Government Printing Office, , 1972
Descrizione fisica 1 online resource (v, 85 pages) : illustrations
Collana Geological Survey water-supply paper
Soggetto topico Runoff - Mathematical models
Runoff - Illinois
Runoff
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Abstract -- Introduction -- Elements of the model hydrograph. Translation hydrograph ; Storage ; Duration -- Model hydrographs. Linear models ; Nonlinear models ; Application to specific areas -- Determination of hydrograph parameters. Determination from observed hydrographs ; Determination from basin characteristics -- Unit hydrograph ; Summary and conclusions.
Record Nr. UNINA-9910705634503321
Mitchell W. D (William David)  
Washington : , : United States Government Printing Office, , 1972
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Overland flow and surface runoff [[electronic resource] /] / Tommy S.W. Wong, editor
Overland flow and surface runoff [[electronic resource] /] / Tommy S.W. Wong, editor
Pubbl/distr/stampa New York, : Nova Science Publishers, c2012
Descrizione fisica 1 online resource (360 p.)
Disciplina 551.48/8015118
Altri autori (Persone) WongTommy S. W
Collana Hydrological science and engineering
Soggetto topico Frictional resistance (Hydrodynamics)
Nitrifying bacteria
Runoff - Mathematical models
Streamflow - Mathematical models
Water - Pollution
Soggetto genere / forma Electronic books.
ISBN 1-61324-741-9
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto ""CONTENTS ""; ""PREFACE ""; "" SCALE INVARIANCE AND SELF-SIMILARITY IN KINEMATIC OVERLAND FLOW IN SPACE AND TIME ""; ""ABSTRACT ""; ""INTRODUCTION ""; ""MATHEMATICAL BASIS OF THE SCALING TRANSFORMATION AND SCALE INVARIANCE ""; ""THE SCALE INVARIANCE OF THE KINEMATIC OVERLAND FLOW PROCESS ""; "" Invariance-Conditions Due To the Governing Equation ""; ""Invariance-Conditions Due To the Initial-Boundary Conditions ""; ""Invariance-Conditions Due To the Additional Dependent Variable, i(x,t) in the Governing Equation: ""; "" EXAMPLE PROBLEMS AND NUMERICAL APPLICATIONS ""
""Example Problem 1: """"Example Problem 2: ""; ""Example Problem 3: ""; ""CONCLUSION ""; ""REFERENCES ""; ""RECENT DEVELOPMENT IN STUDIES OF OVERLAND FLOW RESISTANCE ""; ""ABSTRACT ""; ""1. DEFINITIONS AND FRAMEWORK ""; ""1.1. Overland Flow ""; ""1.2. Overland Flow Resistance ""; "" 1.3. Framework of Overland Flow Resistance ""; ""1.4. Components of f under Different Conditions ""; ""2. DEVELOPMENT ON OVERLAND FLOW RESISTANCE ""; ""2.1. Flow Resistance on Plane Beds ""; ""2.1.1. Grain Resistance ""; ""2.1.2. Sediment Transport Resistance on Plane Beds ""
""2.2 Flow Resistance on Rough Beds """" 2.2.1. Form Resistance ""; ""2.2.2. Wave Resistance ""; ""2.2.3. Sediment Transport and Bed Deformation on Rough Beds ""; ""2.3. Flow Resistance Models ""; ""(1) Gilley and Finkler Model (1991) ""; ""(2) Hirsh Model (1996) and Aebly�s Validation(1998) ""; ""(3) Lawrence Model (1997, 2000): ""; ""(4) Barros Model (2001) ""; ""(5) Takken and Govers Model (2002) ""; ""(6) Hu and Abrahams Model (2006) ""; ""3. TOPICS FOR FUTURE STUDIES ""; ""ACKNOWLEDGMENTS ""; ""REFERENCES ""; ""KINEMATIC WAVE FOR OVERLAND FLOW ""; ""ABSTRACT ""; ""1. INTRODUCTION ""
""1.1. Hydrologic Routing """"1.2. Hydraulic Routing ""; ""2. BASIC PRINCIPLES ""; ""2.1. Dynamic Wave Model ""; ""2.2. Quasi Dynamic Wave Model ""; ""2.3. Diffusive Wave Model ""; ""2.4. Kinematic Wave Model ""; ""3. APPLICABILITY LIMIT OF KINEMATIC WAVE ""; ""4. OVERLAND FLOW ON IMPERVIOUS SURFACE ""; ""5. OVERLAND FLOW ON PERVIOUS SURFACE ""; ""6. APPLICATION OF KINEMATIC WAVE TO NATURAL WATERSHED ""; ""REFERENCES ""; "" OVERLAND FLOW AND THE RUNON PROCESS ""; ""ABSTRACT ""; ""1. INTRODUCTION ""; ""2. OVERLAND FLOW GENERATION ""; "" 2.1. Saturation Overland Flow ""
"" 2.2. Hortonian Overland Flow """"3. RESISTANCE RELATIONSHIPS ""; ""4. GRADUALLY-VARIED UNSTEADY FLOW OVER A PLANE ""; ""5. APPROXIMATIONS TO THE SAINT-VENANT EQUATIONS ""; ""5.1. Kinematic Wave Approximation ""; ""5.2. Diffusion Wave Approximation ""; ""5.3. Gravity Wave Approximation ""; ""6. THE RUNON PROCESS AND LABORATORY STUDIES ""; ""7. SURFACE FLOW AND RUNON ""; ""7.1. Local Scale Model for Flow and Infiltration with Runon ""; ""7.2. Characterization of Spatial Variability of Saturated Hydraulic Conductivity ""; ""8. SURFACE AND SUBSURFACE SOLUTE TRANSPORT ""
""9. SOIL EROSION ""
Record Nr. UNINA-9910452696003321
New York, : Nova Science Publishers, c2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Overland flow and surface runoff [[electronic resource] /] / Tommy S.W. Wong, editor
Overland flow and surface runoff [[electronic resource] /] / Tommy S.W. Wong, editor
Pubbl/distr/stampa New York, : Nova Science Publishers, c2012
Descrizione fisica 1 online resource (360 p.)
Disciplina 551.48/8015118
Altri autori (Persone) WongTommy S. W
Collana Hydrological science and engineering
Soggetto topico Frictional resistance (Hydrodynamics)
Nitrifying bacteria
Runoff - Mathematical models
Streamflow - Mathematical models
Water - Pollution
ISBN 1-61324-741-9
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto ""CONTENTS ""; ""PREFACE ""; "" SCALE INVARIANCE AND SELF-SIMILARITY IN KINEMATIC OVERLAND FLOW IN SPACE AND TIME ""; ""ABSTRACT ""; ""INTRODUCTION ""; ""MATHEMATICAL BASIS OF THE SCALING TRANSFORMATION AND SCALE INVARIANCE ""; ""THE SCALE INVARIANCE OF THE KINEMATIC OVERLAND FLOW PROCESS ""; "" Invariance-Conditions Due To the Governing Equation ""; ""Invariance-Conditions Due To the Initial-Boundary Conditions ""; ""Invariance-Conditions Due To the Additional Dependent Variable, i(x,t) in the Governing Equation: ""; "" EXAMPLE PROBLEMS AND NUMERICAL APPLICATIONS ""
""Example Problem 1: """"Example Problem 2: ""; ""Example Problem 3: ""; ""CONCLUSION ""; ""REFERENCES ""; ""RECENT DEVELOPMENT IN STUDIES OF OVERLAND FLOW RESISTANCE ""; ""ABSTRACT ""; ""1. DEFINITIONS AND FRAMEWORK ""; ""1.1. Overland Flow ""; ""1.2. Overland Flow Resistance ""; "" 1.3. Framework of Overland Flow Resistance ""; ""1.4. Components of f under Different Conditions ""; ""2. DEVELOPMENT ON OVERLAND FLOW RESISTANCE ""; ""2.1. Flow Resistance on Plane Beds ""; ""2.1.1. Grain Resistance ""; ""2.1.2. Sediment Transport Resistance on Plane Beds ""
""2.2 Flow Resistance on Rough Beds """" 2.2.1. Form Resistance ""; ""2.2.2. Wave Resistance ""; ""2.2.3. Sediment Transport and Bed Deformation on Rough Beds ""; ""2.3. Flow Resistance Models ""; ""(1) Gilley and Finkler Model (1991) ""; ""(2) Hirsh Model (1996) and Aebly�s Validation(1998) ""; ""(3) Lawrence Model (1997, 2000): ""; ""(4) Barros Model (2001) ""; ""(5) Takken and Govers Model (2002) ""; ""(6) Hu and Abrahams Model (2006) ""; ""3. TOPICS FOR FUTURE STUDIES ""; ""ACKNOWLEDGMENTS ""; ""REFERENCES ""; ""KINEMATIC WAVE FOR OVERLAND FLOW ""; ""ABSTRACT ""; ""1. INTRODUCTION ""
""1.1. Hydrologic Routing """"1.2. Hydraulic Routing ""; ""2. BASIC PRINCIPLES ""; ""2.1. Dynamic Wave Model ""; ""2.2. Quasi Dynamic Wave Model ""; ""2.3. Diffusive Wave Model ""; ""2.4. Kinematic Wave Model ""; ""3. APPLICABILITY LIMIT OF KINEMATIC WAVE ""; ""4. OVERLAND FLOW ON IMPERVIOUS SURFACE ""; ""5. OVERLAND FLOW ON PERVIOUS SURFACE ""; ""6. APPLICATION OF KINEMATIC WAVE TO NATURAL WATERSHED ""; ""REFERENCES ""; "" OVERLAND FLOW AND THE RUNON PROCESS ""; ""ABSTRACT ""; ""1. INTRODUCTION ""; ""2. OVERLAND FLOW GENERATION ""; "" 2.1. Saturation Overland Flow ""
"" 2.2. Hortonian Overland Flow """"3. RESISTANCE RELATIONSHIPS ""; ""4. GRADUALLY-VARIED UNSTEADY FLOW OVER A PLANE ""; ""5. APPROXIMATIONS TO THE SAINT-VENANT EQUATIONS ""; ""5.1. Kinematic Wave Approximation ""; ""5.2. Diffusion Wave Approximation ""; ""5.3. Gravity Wave Approximation ""; ""6. THE RUNON PROCESS AND LABORATORY STUDIES ""; ""7. SURFACE FLOW AND RUNON ""; ""7.1. Local Scale Model for Flow and Infiltration with Runon ""; ""7.2. Characterization of Spatial Variability of Saturated Hydraulic Conductivity ""; ""8. SURFACE AND SUBSURFACE SOLUTE TRANSPORT ""
""9. SOIL EROSION ""
Record Nr. UNINA-9910779513203321
New York, : Nova Science Publishers, c2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Overland flow and surface runoff [[electronic resource] /] / Tommy S.W. Wong, editor
Overland flow and surface runoff [[electronic resource] /] / Tommy S.W. Wong, editor
Pubbl/distr/stampa New York, : Nova Science Publishers, c2012
Descrizione fisica 1 online resource (360 p.)
Disciplina 551.48/8015118
Altri autori (Persone) WongTommy S. W
Collana Hydrological science and engineering
Soggetto topico Frictional resistance (Hydrodynamics)
Nitrifying bacteria
Runoff - Mathematical models
Streamflow - Mathematical models
Water - Pollution
ISBN 1-61324-741-9
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto ""CONTENTS ""; ""PREFACE ""; "" SCALE INVARIANCE AND SELF-SIMILARITY IN KINEMATIC OVERLAND FLOW IN SPACE AND TIME ""; ""ABSTRACT ""; ""INTRODUCTION ""; ""MATHEMATICAL BASIS OF THE SCALING TRANSFORMATION AND SCALE INVARIANCE ""; ""THE SCALE INVARIANCE OF THE KINEMATIC OVERLAND FLOW PROCESS ""; "" Invariance-Conditions Due To the Governing Equation ""; ""Invariance-Conditions Due To the Initial-Boundary Conditions ""; ""Invariance-Conditions Due To the Additional Dependent Variable, i(x,t) in the Governing Equation: ""; "" EXAMPLE PROBLEMS AND NUMERICAL APPLICATIONS ""
""Example Problem 1: """"Example Problem 2: ""; ""Example Problem 3: ""; ""CONCLUSION ""; ""REFERENCES ""; ""RECENT DEVELOPMENT IN STUDIES OF OVERLAND FLOW RESISTANCE ""; ""ABSTRACT ""; ""1. DEFINITIONS AND FRAMEWORK ""; ""1.1. Overland Flow ""; ""1.2. Overland Flow Resistance ""; "" 1.3. Framework of Overland Flow Resistance ""; ""1.4. Components of f under Different Conditions ""; ""2. DEVELOPMENT ON OVERLAND FLOW RESISTANCE ""; ""2.1. Flow Resistance on Plane Beds ""; ""2.1.1. Grain Resistance ""; ""2.1.2. Sediment Transport Resistance on Plane Beds ""
""2.2 Flow Resistance on Rough Beds """" 2.2.1. Form Resistance ""; ""2.2.2. Wave Resistance ""; ""2.2.3. Sediment Transport and Bed Deformation on Rough Beds ""; ""2.3. Flow Resistance Models ""; ""(1) Gilley and Finkler Model (1991) ""; ""(2) Hirsh Model (1996) and Aebly�s Validation(1998) ""; ""(3) Lawrence Model (1997, 2000): ""; ""(4) Barros Model (2001) ""; ""(5) Takken and Govers Model (2002) ""; ""(6) Hu and Abrahams Model (2006) ""; ""3. TOPICS FOR FUTURE STUDIES ""; ""ACKNOWLEDGMENTS ""; ""REFERENCES ""; ""KINEMATIC WAVE FOR OVERLAND FLOW ""; ""ABSTRACT ""; ""1. INTRODUCTION ""
""1.1. Hydrologic Routing """"1.2. Hydraulic Routing ""; ""2. BASIC PRINCIPLES ""; ""2.1. Dynamic Wave Model ""; ""2.2. Quasi Dynamic Wave Model ""; ""2.3. Diffusive Wave Model ""; ""2.4. Kinematic Wave Model ""; ""3. APPLICABILITY LIMIT OF KINEMATIC WAVE ""; ""4. OVERLAND FLOW ON IMPERVIOUS SURFACE ""; ""5. OVERLAND FLOW ON PERVIOUS SURFACE ""; ""6. APPLICATION OF KINEMATIC WAVE TO NATURAL WATERSHED ""; ""REFERENCES ""; "" OVERLAND FLOW AND THE RUNON PROCESS ""; ""ABSTRACT ""; ""1. INTRODUCTION ""; ""2. OVERLAND FLOW GENERATION ""; "" 2.1. Saturation Overland Flow ""
"" 2.2. Hortonian Overland Flow """"3. RESISTANCE RELATIONSHIPS ""; ""4. GRADUALLY-VARIED UNSTEADY FLOW OVER A PLANE ""; ""5. APPROXIMATIONS TO THE SAINT-VENANT EQUATIONS ""; ""5.1. Kinematic Wave Approximation ""; ""5.2. Diffusion Wave Approximation ""; ""5.3. Gravity Wave Approximation ""; ""6. THE RUNON PROCESS AND LABORATORY STUDIES ""; ""7. SURFACE FLOW AND RUNON ""; ""7.1. Local Scale Model for Flow and Infiltration with Runon ""; ""7.2. Characterization of Spatial Variability of Saturated Hydraulic Conductivity ""; ""8. SURFACE AND SUBSURFACE SOLUTE TRANSPORT ""
""9. SOIL EROSION ""
Record Nr. UNINA-9910807884203321
New York, : Nova Science Publishers, c2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Peak-flow characteristics of small urban drainages along the Wasatch Front, Utah / / by K.L. Lindskov and K.R. Thompson
Peak-flow characteristics of small urban drainages along the Wasatch Front, Utah / / by K.L. Lindskov and K.R. Thompson
Autore Lindskov K. L.
Pubbl/distr/stampa Salt Lake City, Utah : , : U.S. Geological Survey, , 1989
Descrizione fisica 1 online resource (v, 38 pages) : illustrations, maps
Collana Water-resources investigations report
Soggetto topico Urban runoff - Wasatch Range (Utah and Idaho) - Mathematical models
Runoff - Wasatch Range (Utah and Idaho) - Mathematical models
Rain and rainfall - Wasatch Range (Utah and Idaho)
Rain and rainfall
Runoff - Mathematical models
Urban runoff - Mathematical models
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910713583803321
Lindskov K. L.  
Salt Lake City, Utah : , : U.S. Geological Survey, , 1989
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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 [[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-9910821180603321
Beven K. J  
Hoboken, : Wiley, 2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Runoff prediction in ungauged basins : synthesis across processes, places and scales / / edited by Günter Blöschl, Technische Universität Wien, Austria, Murugesu Sivapalan, University of Illinois, Urbana-Champaign, Thorsten Wagener, University of Bristol, Alberto Viglione, Technische Universität Wien, Austria, Hubert Savenije, Technische Universiteit Delft, the Netherlands [[electronic resource]]
Runoff prediction in ungauged basins : synthesis across processes, places and scales / / edited by Günter Blöschl, Technische Universität Wien, Austria, Murugesu Sivapalan, University of Illinois, Urbana-Champaign, Thorsten Wagener, University of Bristol, Alberto Viglione, Technische Universität Wien, Austria, Hubert Savenije, Technische Universiteit Delft, the Netherlands [[electronic resource]]
Pubbl/distr/stampa Cambridge : , : Cambridge University Press, , 2013
Descrizione fisica 1 online resource (xxiii, 465 pages) : digital, PDF file(s)
Disciplina 551.48/8
Soggetto topico Runoff
Rain and rainfall
Runoff - Mathematical models
Rain and rainfall - Mathematical models
Hydrology
ISBN 1-139-88949-4
1-107-06530-5
1-107-05687-X
1-107-05470-2
1-107-05797-3
1-107-05926-7
1-107-05574-1
1-139-23576-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Contents; Contributors; Foreword; Prediction in ungauged basins: context, challenges, opportunities; Preface; Abstract; 1 Introduction; 1.1 Why we need runoff predictions; 1.2 Runoff predictions in ungauged basins are difficult; 1.3 Fragmentation in hydrology; 1.4 The Prediction in Ungauged Basins initiative: a response to the challenge of fragmentation; 1.5 What this book aims to achieve: synthesis across processes, places and scales; 1.5.1 Synthesis across processes; 1.5.2 Synthesis across places; 1.5.3 Synthesis across scales; 1.6 How to read the book and what to get out of it
2 A synthesis framework for runoff prediction in ungauged basins2.1 Catchments are complex systems; 2.1.1 Co-evolution of catchment characteristics; 2.1.2 Signatures: a manifestation of co-evolution; 2.2 Comparative hydrology and the Darwinian approach; 2.2.1 Generalisation through comparative hydrology; 2.2.2 Hydrological similarity; Climate similarity; Catchment similarity; Runoff similarity; 2.2.3 Catchment grouping: exploiting the similarity concept for PUB; Transferring information from gauged to ungauged locations; 2.3 From comparative hydrology to predictions in ungauged basins
2.3.1 Statistical methods of predictions in ungauged basins2.3.2 Process-based methods of predictions in ungauged basins; 2.4 Assessment of predictions in ungauged basins; 2.4.1 Comparative assessment as a means of synthesis; 2.4.2 Performance measures; 2.4.3 Level 1 and Level 2 assessments; 2.5 Summary of key points; 3 A data acquisition framework for runoff prediction in ungauged basins; 3.1 Why do we need data?; 3.2 A hierarchy of data acquisition; 3.2.1 Assessment based on global data sets; 3.2.2 Assessment based on national hydrological network and national surveys
3.2.3 Assessment based on local field visits including reading the landscape3.2.4 Assessment based on dedicated measurements; 3.3 Runoff data; 3.3.1 What runoff data are needed for PUB?; 3.3.2 What runoff data are there?; 3.3.3 How valuable are runoff data for PUB?; 3.4 Meteorological data and water balance components; 3.4.1 What meteorological data and water balance components are needed for PUB?; 3.4.2 Precipitation; 3.4.3 Snow cover data; 3.4.4 Potential evaporation; 3.4.5 Remotely sensed data for calculating actual evaporation; 3.4.6 Remote sensing of soil moisture and basin storage
3.5 Catchment characterisation3.5.1 Topography; 3.5.2 Land cover and land use; 3.5.3 Soils and geology; 3.6 Data on anthropogenic effects; 3.7 Illustrative examples of hierarchical data acquisition; 3.7.1 Understanding process controls on runoff (Tenderfoot Creek, Montana, USA); 3.7.2 Runoff predictions using rainfall-runoff models (Chicken Creek, Germany); 3.7.3 Forensic analysis of magnitude and causes of a flood (Selska Sora, Slovenia); 3.8 Summary of key points; 4 Process realism: flow paths and storage; 4.1 Predictions: right for the right reasons
4.2 Process controls on flow paths and storage
Record Nr. UNINA-9910462866203321
Cambridge : , : Cambridge University Press, , 2013
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui