Stormwater hydrology and drainage:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Amsterdam [u.a.]
Elsevier
1981
|
| Schriftenreihe: | Developments in water science
14 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | IX, 276 S. Ill., graph. Darst. |
| ISBN: | 0444419985 |
Internformat
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| 650 | 4 | |a Urban hydrology | |
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Datensatz im Suchindex
| _version_ | 1804136075127422976 |
|---|---|
| adam_text | Titel: Stormwater hydrology and drainage
Autor: Stephenson, David
Jahr: 1981
VI
CONTENTS
CHAPTER 1. DESIGN ALTERNATIVES
The role of the drainage engineer...... ........ 1
Stormwater management practices ............... 2
Safety factors ....................... 5
Detention and retention ponds................
Percolation basins..................... .)
Effect of holding on water quality ............ 10
On-site detention ..................... II
Parking lot storage.................... II
Rooftop detention ..................... 12
Overland and channel retardation .............. 11
CHAPTER 2. RAINFALL AM) RUNOFF
The hydrological cycle................... 1
Rainfall intensity and duration ............... IS
Spatial distribution .................... 21
Time distribution...................... 22
Chicago type synthetic storm ............... 25
Abstractions and losses ................... 2 S
Evaporation and transpiration ............... 28
Interception ....................... 28
Depression storage .................... 19
Infiltration ....................... 2 9
SCS method for evaluation of losses............. 30
Hydrographs......................... 34
CHAPTER 3. STANDARD METHODS OF DESIGN
Introduction ........................ 38
The Rational method..................... 38
Lloyd-Davies method ..................... 1J
Step method......................... 14
Time-area diagram and isochronal methods .......... 1H
Tangent method and modifications .............. 50
CHAPTER i. KINEMATIC FLOW THEORY
Introduction ........................ 55
Equations of motion..................... 35
Kinematic equations..................... 5 7
Solution of the equations for overland flow......... 58
Effect of infiltration................... t 2
Catchment-stream model ................... ( 5
Solutions for typical rainfall intensity-duration
characteristics ...................... b7
Storm intens ity-duration relationships and solutions for time
of concentration..................... Wii
Case i - Uniform loss rate................ ti .i
Case I I - In it ial loss.................. 7 2
Stir i iic e 1 us ses...................... ~1
k u i» h i) e s s......................... 7 5
CHAPTER 3. NUMERICAL SOLUTIONS TO KINEMAliC FLOW
Numerical methods ...................... 8
Effect of storm distribution on runoff ........... 7H
General equations...................... 7 j
VII
Solutions for non uniform and unsteady storm input ..... 81
Time varying rain input................. 81
Space varying rain input................. 84
Multiple variations ................... 87
Summary of effects of storm distribution .......... 88
Two-dimensional models ................... 90
Analysis of flow in part-full pipes............ 92
Overland flow...................... 92
Kinematic equations for part-full circular pipes ..... 93
Application in design................... 95
Computer program for sizing drain pipes in networks .... 97
Assumptions in computer program ............. 97
Sample input ....................... 99
Symbols in computer program ............... 99
Computer program for sizing storm drains in a network . . 101
CHAPTER ( . SIMULATION PROGRAMS
Advantages of computer modelling .............. 102
Basis of flow models.................... 104
Some models........................ 106
Road Research Laboratory Model .............. 106
Illinios Urban Drainage Area Simulator .......... 106
Stormwater Management Model ............... 106
Stormwater Runoff Model ................. 108
Hydocomp Simulation Model ................ 108
University of Cincinnati Urban Runoff Model ....... 108
Other models....................... 112
Water Quality models.................... 112
CHAPThR 7. PROBABILITY AND RISK
Design storms ....................... 117
Probability distributions ................. 118
Analysis of records.................... 123
Confidence bands ...................... 125
I) csi g n d i s c ha rg e...................... 12 6
Spread risk........................ 12 7
Isolated risk....................... 129
CHAPTER 8. ROOF DRAIXAGH
Introduction ........................ 133
lliittor capacity...................... 136
Optimum proportions of rectangular gutters ........ 156
Sloping gutters ..................... 137
Box receivers...................... 13 8
Flat roofs......................... 138
Downp i pes......................... 139
CIIAP II-.K .). ROAD DRAINAGE
Introduction ........................ 145
Road surfaces....................... 145
Cutter I lnh........................ 14 7
Rural roads........................ 147
Lateral inflow ....................... 1J9
Inlet configuration.................... 149
Side kci rs......................... 15 1
Kerb inlets........................ 151
Bottom openings ...................... 157
VIII
Gutter inlets ........................ 157
Drops............................ 161
Highway chute take-offs ................... 164
CHAPTER 10. FLOIV IN CIRCULAR DRAINS
Advantages of pipes..................... 166
Head loss in full pipes................... 166
Friction equations ..................... 168
Darcy-lVe isbach equation.................. 168
Hazen-i i 1 1 iams equation.................. 170
Manning equation ..................... 172
Non-circular cross sections ................. 172
Uniform flow in part-full circular pipes.......... I 73
Critical depth and hydraulic jumps in pipes ......... 175
Flood routing........................ 181
Approximate method .................... 8
Backwatering and gradually varied flow ........... 184
Program for backwatering in part-full pipes ......... 184
CHAPTER 11. DRAINAGE NETWORK OPTIMIZATION
Introduction ........................ 187
The variables........................ 187
Dynamic programming for optimizing compound pipes ...... 190
Other applications..................... 193
Highway drainage systems .................. 194
CHAPTER 12. OPEN CHANNELS
Stormwater channels ..................... 198
Flow classification..................... 198
Channel cross section .................... 202
Variable roughness .................... 204
Composite section ..................... 205
Non-uniform flow computation in irregular channels ..... 206
Unsteady flow........................ 211
Channel stabilization .................... 214
Friction losses ....................... 216
Stability of rockfill linings ................ 217
CHAPTER 13. HYDRAULICS OF BRIDGES
Introduction ........................ 220
Flow through gap...................... 222
Surface profile ....................... 223
Drop in water level..................... 2 26
Distance to maximum backwater ................ 230
Complex structures ..................... 231
Obstruction by bridge piers ................. 231
Inundation of bridge .................... 23 3
i.rosion due to overflow................... 234
CHAPTER 14. CULVERT HYDRAULICS
Design approach ....................... 236
Economic design ...................... 236
Risk........................... 237
Principles of control ................... 238
Hydraulic profiles ..................... 238
IX
Inlet design........................ 241
Inlet control equations for box culverts......... 242
Multi-barrel rectangular culverts ............ 244
Circular pipe culverts .................. 244
Outlet control ....................... 246
Balanced design ...................... 248
Computer program for calculation of flow profiles in
rectangular culverts ................... 250
CHAPTER 15. WATER QUALITY
Pollution parameters .................... 254
Oxygen balance in streams ................. 256
Eutrophication of receiving waters ............. 258
Sediment erosion ...................... 260
The Universal Soil Loss Equation............. 261
Sediment transport in drains ................ 262
Transport mechanics ................... 263
Head loss in sediment-laden pipes............ 264
Self-cleansing velocities ................ 267
Planning and management .................. 269
AUTHOR INDEX ................. 271
SUBJECT INDEX ................. 273
|
| adam_txt |
Titel: Stormwater hydrology and drainage
Autor: Stephenson, David
Jahr: 1981
VI
CONTENTS
CHAPTER 1. DESIGN ALTERNATIVES
The role of the drainage engineer.". 1
Stormwater management practices . 2
Safety factors . 5
Detention and retention ponds.
Percolation basins. '.)
Effect of holding on water quality . 10
On-site detention . II
Parking lot storage. II
Rooftop detention . 12
Overland and channel retardation . 11
CHAPTER 2. RAINFALL AM) RUNOFF
The hydrological cycle. 1
Rainfall intensity and duration . IS
Spatial distribution . 21
Time distribution. 22
Chicago type synthetic storm . 25
Abstractions and losses . 2 S
Evaporation and transpiration . 28
Interception . 28
Depression storage . 19
Infiltration . 2 9
SCS method for evaluation of losses. 30
Hydrographs. 34
CHAPTER 3. STANDARD METHODS OF DESIGN
Introduction . 38
The Rational method. 38
Lloyd-Davies method . 1J
Step method. 14
Time-area diagram and isochronal methods . 1H
Tangent method and modifications . 50
CHAPTER i. KINEMATIC FLOW THEORY
Introduction . 55
Equations of motion. 35
Kinematic equations. 5 7
Solution of the equations for overland flow. 58
Effect of infiltration. t 2
Catchment-stream model . ( 5
Solutions for typical rainfall intensity-duration
characteristics . b7
Storm intens ity-duration relationships and solutions for time
of concentration. Wii
Case i - Uniform loss rate. ti'.i
Case I I - In it ial loss. 7 2
Stir i iic e 1 us ses. ~1
k u i» h i) e s s. 7 5
CHAPTER 3. NUMERICAL SOLUTIONS TO KINEMAliC FLOW
Numerical methods . "8
Effect of storm distribution on runoff . 7H
General equations. 7'j
VII
Solutions for non uniform and unsteady storm input . 81
Time varying rain input. 81
Space varying rain input. 84
Multiple variations . 87
Summary of effects of storm distribution . 88
Two-dimensional models . 90
Analysis of flow in part-full pipes. 92
Overland flow. 92
Kinematic equations for part-full circular pipes . 93
Application " in design. 95
Computer program for sizing drain pipes in networks . 97
Assumptions in computer program . 97
Sample input . 99
Symbols in computer program . 99
Computer program for sizing storm drains in a network . . 101
CHAPTER ( . SIMULATION PROGRAMS
Advantages of computer modelling . 102
Basis of flow models. 104
Some models. 106
Road Research Laboratory Model . 106
Illinios Urban Drainage Area Simulator . 106
Stormwater Management Model . 106
Stormwater Runoff Model . 108
Hydocomp Simulation Model . 108
University of Cincinnati Urban Runoff Model . 108
Other models. 112
Water Quality models. 112
CHAPThR 7. PROBABILITY AND RISK
Design storms . 117
Probability distributions . 118
Analysis of records. 123
Confidence bands . 125
I) csi g n d i s c ha rg e. 12 6
Spread risk. 12 7
Isolated risk. 129
CHAPTER 8. ROOF DRAIXAGH
Introduction . 133
lliittor capacity. 136
Optimum proportions of rectangular gutters . 156
Sloping gutters . 137
Box receivers. 13 8
Flat roofs. 138
Downp i pes. 139
CIIAP'II-.K '.). ROAD DRAINAGE
Introduction . 145
Road surfaces. 145
Cutter I'lnh. 14 7
Rural roads. 147
Lateral inflow . 1J9
Inlet configuration. 149
Side kci rs. 15 1
Kerb inlets. 151
Bottom openings . 157
VIII
Gutter inlets . 157
Drops. 161
Highway chute take-offs . 164
CHAPTER 10. FLOIV IN CIRCULAR DRAINS
Advantages of pipes. 166
Head loss in full pipes. 166
Friction equations . 168
Darcy-lVe isbach equation. 168
Hazen-i\i 1 1 iams equation. 170
Manning equation . 172
Non-circular cross sections . 172
Uniform flow in part-full circular pipes. I 73
Critical depth and hydraulic jumps in pipes . 175
Flood routing. 181
Approximate method . '8'
Backwatering and gradually varied flow . 184
Program for backwatering in part-full pipes . 184
CHAPTER 11. DRAINAGE NETWORK OPTIMIZATION
Introduction . 187
The variables. 187
Dynamic programming for optimizing compound pipes . 190
Other applications. 193
Highway drainage systems . 194
CHAPTER 12. OPEN CHANNELS
Stormwater channels . 198
Flow classification. 198
Channel cross section . 202
Variable roughness . 204
Composite section . 205
Non-uniform flow computation in irregular channels . 206
Unsteady flow. 211
Channel stabilization . 214
Friction losses . 216
Stability of rockfill linings . 217
CHAPTER 13. HYDRAULICS OF BRIDGES
Introduction . 220
Flow through gap. 222
Surface profile . 223
Drop in water level. 2 26
Distance to maximum backwater . 230
Complex structures . 231
Obstruction by bridge piers . 231
Inundation of bridge . 23 3
i.rosion due to overflow. 234
CHAPTER 14. CULVERT HYDRAULICS
Design approach . 236
Economic design . 236
Risk. 237
Principles of control . 238
Hydraulic profiles . 238
IX
Inlet design. 241
Inlet control equations for box culverts. 242
Multi-barrel rectangular culverts . 244
Circular pipe culverts . 244
Outlet control . 246
Balanced design . 248
Computer program for calculation of flow profiles in
rectangular culverts . 250
CHAPTER 15. WATER QUALITY
Pollution parameters . 254
Oxygen balance in streams . 256
Eutrophication of receiving waters . 258
Sediment erosion . 260
The Universal Soil Loss Equation. 261
Sediment transport in drains . 262
Transport mechanics . 263
Head loss in sediment-laden pipes. 264
Self-cleansing velocities . 267
Planning and management . 269
AUTHOR INDEX . 271
SUBJECT INDEX . 273 |
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| id | DE-604.BV022100642 |
| illustrated | Illustrated |
| index_date | 2024-07-02T16:15:09Z |
| indexdate | 2024-07-09T20:50:38Z |
| institution | BVB |
| isbn | 0444419985 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-015315513 |
| oclc_num | 7555294 |
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| physical | IX, 276 S. Ill., graph. Darst. |
| psigel | TUB-nveb |
| publishDate | 1981 |
| publishDateSearch | 1981 |
| publishDateSort | 1981 |
| publisher | Elsevier |
| record_format | marc |
| series | Developments in water science |
| series2 | Developments in water science |
| spelling | Stephenson, David Verfasser aut Stormwater hydrology and drainage D. Stephenson Amsterdam [u.a.] Elsevier 1981 IX, 276 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Developments in water science 14 Storm sewers Urban hydrology Urban runoff Abwasser (DE-588)4000302-4 gnd rswk-swf Rohrnetz (DE-588)4178367-0 gnd rswk-swf Abwasserbeseitigung (DE-588)4000306-1 gnd rswk-swf Abwasser (DE-588)4000302-4 s DE-604 Abwasserbeseitigung (DE-588)4000306-1 s Rohrnetz (DE-588)4178367-0 s Developments in water science 14 (DE-604)BV000000334 14 HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015315513&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Stephenson, David Stormwater hydrology and drainage Developments in water science Storm sewers Urban hydrology Urban runoff Abwasser (DE-588)4000302-4 gnd Rohrnetz (DE-588)4178367-0 gnd Abwasserbeseitigung (DE-588)4000306-1 gnd |
| subject_GND | (DE-588)4000302-4 (DE-588)4178367-0 (DE-588)4000306-1 |
| title | Stormwater hydrology and drainage |
| title_auth | Stormwater hydrology and drainage |
| title_exact_search | Stormwater hydrology and drainage |
| title_exact_search_txtP | Stormwater hydrology and drainage |
| title_full | Stormwater hydrology and drainage D. Stephenson |
| title_fullStr | Stormwater hydrology and drainage D. Stephenson |
| title_full_unstemmed | Stormwater hydrology and drainage D. Stephenson |
| title_short | Stormwater hydrology and drainage |
| title_sort | stormwater hydrology and drainage |
| topic | Storm sewers Urban hydrology Urban runoff Abwasser (DE-588)4000302-4 gnd Rohrnetz (DE-588)4178367-0 gnd Abwasserbeseitigung (DE-588)4000306-1 gnd |
| topic_facet | Storm sewers Urban hydrology Urban runoff Abwasser Rohrnetz Abwasserbeseitigung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015315513&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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| work_keys_str_mv | AT stephensondavid stormwaterhydrologyanddrainage |