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Hydrology In Practice : Elizabeth M Shaw, keith J. Beven, Nick A. Chappell and Rob Lamb. / txt

Por: Colaborador(es): Oxon : USA : Canada : Spon Press , 2011Edición: Fourth editionDescripción: xiv, 543 p. ill. ; maps ; 25 cmTipo de contenido:
  • text
Tipo de medio:
  • unmediaded
Tipo de soporte:
  • volume
ISBN:
  • 9780415370424
  • 9780415370417
  • 9780203030233
Tema(s): Clasificación CDD:
  • 551.48024/627 22
Clasificación LoC:
  • GB661.2 S53 2011
Contenidos:
Contents : Preface -- 1 The hydrological cycle and hydrometeorology -- 1.1 The hydrological cycle and water pathways 1 -- 1.2 Pathways generating river how 2 -- 1.3 Hydrometeorological control of hydrological pathways 6 -- 1.4 Evaporation 15 -- 1.5 Precipitation 16 -- 1.6 Weather patterns producing precipitation 19 -- 1.7 Climate 25 -- Note 29 -- References 29 -- PART I HYDROLOGICAL MEASUREMENTS -- 2 Hydrometric networks 30 -- 2.1 Gauging networks 30 -- 2.2 Design considerations 31 -- 2.3 Precipitation networks 32 -- 2.4 Evaporation networks 33 -- 2.5 Overland flow networks 34 -- 2.6 Subsurface water networks 34 -- 2.7 River gauging networks 34 -- Note 35 -- References 36 -- 3 Precipitation 37 -- 3.1 Non - recording ( storage ) rain gauges 38 -- 3.2 Recording rain gauges 40 -- 3.3 Siting the rain gauge 42 -- 3.4 Horizontal rain and occult precipitation gauges 44 -- 3.5 Snowfall gauges 44 -- 3.6 Ground-based rainfall radar 45 -- 3.7 Combined radar and satellite observations 45 -- 3.8 Net precipitation gauges 47 -- Note 47 -- References 47 -- 4 Evaporation 49 -- 4.1 Factors affecting evaporation 49 -- 4.2 Measurement of open water evaporation 51 -- 4.3 Measurement of evapotranspiration 56 -- 4.4 Measurement of meteorological variables for evaporation estimation 57 -- 4.5 Direct measurement of evapotranspiration by eddy flux instruments 62 -- 4.6 Scintillometer measurements of evapotranspiration 64 -- References 64 5 Hillslope and aquifer hydraulic parameters 65 -- 5.1 Saturated hydraulic conductivity 66 -- 5.2 Unsaturated hydraulic conductivity curve 76 -- 5.3 Intrinsic permeability 77 -- 5.4 Porosity 78 -- 5.5 Dispersion coefficient 78 -- References 79 -- 6 Hillslope moisture states and flows 81 -- 6.1 Subsurface moisture content 81 -- 6.2 Pressure potential, pressure head and hydraulic head 88 -- 6.3 Moisture release curve 92 -- 6.4 Subsurface flow tracing 93 -- 6.5 Overland flow measurement 94 -- References 98 -- 7 River flow 101 -- 7.1 Open channel flow 101 -- 7.2 River gauging methods 104 -- 7.3 Stage 106 -- 7.4 Discharge by velocity-area methods 111 -- 7.5 Discharge by dilution gauging 118 -- 7.6 Structural methods: flumes and weirs 120 -- 7.7 Stage-discharge relationship 125 -- Note 132 -- References 132 -- 8 Water-quality measurement 133 -- 8.1 Water-quality characteristics 134 -- 134 8.2 Water-quality standards 137 -- 8.3 Water-quality sampling 141 -- 8.4 Laboratory water-quality analyses 145 -- 8.5 Automated field monitoring 147 -- 8.6 Bank-side sample analyses ( manual and automatic ) 149 -- 8.7 Load estimation , discharge consents and compliance 149 -- References 152 -- PART II HYDROLOGICAL ANALYSIS -- 9 Precipitation analysis 155 -- 9.1 Precipitation extremes 155 -- 9.2 Spatial variation in precipitation 165 -- 9.3 Missing data 173 -- 9.4 Areal reduction factors and depth-area-duration analysis 174 -- 9.5 Temporal variation in rainfalls 176 -- 9.6 Rainfall frequency analysis 180 -- 9.7 Droughts 187 -- 9.8 Stochastic rainfall models 189 -- 9.9 Other forms of precipitation 191 -- Notes 191 -- References 191 -- 10 Energy budget analysis , evapotranspiration and snowmelt 195 -- 10.1 The energy budget and evapotranspiration 195 -- 10.2 Calculation of open water evaporation Eo 199 -- 10.3 Calculation of evapotranspiration , Et 207 -- 10.4 Estimating wet canopy evaporation and interception losses 215 -- 10.5 Estimating Et over a landscape area or catchment 215 -- 10.6 Empirical formulae for Et and Ep 219 -- 10.7 Soil moisture deficit 221 -- 10.8 Land surface parameterisations 224 -- 10.9 Snow and the energy budget 225 -- Notes 232 -- References 232 -- 11 River flow analysis 235 -- 11.1 Peak discharges 239 -- 11.2 River regimes 241 -- 11.3 Mixing models for determining runoff sources 244 -- 11.4 Flow-duration curves 250 -- 11.5 Flood frequency 255 -- 11.6 Flood probabilities 257 -- 11.7 Analysis of an annual maximum series 260 -- 11.8 Other statistical distributions used in food frequency analysis 268 -- 11.9 Using historical flood data 269 -- 11.10 Droughts 270 -- 11.11 Frequency of low flows 272 -- 11.12 Low flows and water yield analysis 274 -- 11.13 Some concluding remarks 276 -- Notes 278 -- References 278 -- 12 Catchment modelling 280-- 12.1 The essentials of a catchment model 280 -- 12.2 A simple catchment model 282 -- 12.3 Estimating the proportion of rainfall equivalent to the stormflow hydrograph 283 -- 12.4 Estimating the time distribution of runoff 284 -- 12.5 The unit hydrograph 287 -- 12.6 Conceptual catchment rainfall - runoff models 295 -- 12.7 The application of rainfall - runoff models 297 -- 12.8 Examples of rainfall - runoff models 299 -- 12.9 Uncertainty in rainfall - runoff modelling 312 -- 12.10 Real - time forecasting models 313 -- Notes 316 -- References 317 -- 13 Estimating floods and low flows in the UK 322 -- 13.1 Background to the Flood Estimation Handbook 322 -- 13.2 The index flood and growth curve concepts in the Flood Estimation Handbook 323-- 13.3 Probability distributions used in the Flood Estimation Handbook 327 -- 13.4 Example: Flood Estimation Handbook peak flow estimates for the river Brett, Suffolk 328 --13.5 Design event methods in the Flood Estimation Handbook 332 -- 13.6 Low-flow estimation in the UK 341 -- 13.7 Some final comments on methods of regionalisation 347 -- Notes 347 -- References 348 -- 14 Flood routing 351 -- 14.1 Simple non-storage routing 353 -- 14.2 Storage routing 355 -- 14.3 Hydraulic routing 369 -- 14.4 Flood routing in practice 373 -- 14.5 Pollutant transport in rivers 376 -- 14.6 Some final comments 382 -- Notes 383 -- References 384 -- 15 Groundwater 386 -- 15.1 The importance of groundwater 386 -- 15.2 Groundwater flow equations 389 -- 15.3 Flow nets 392 -- 15.4 Unconfined flow and groundwater recharge 396 -- 15.5 Numerical groundwater models 399 -- 15.6 Transport of pollutants in groundwater 404 -- 15.7 Calibration of groundwater flow and transport models 410 -- Notes 410 -- References 410 -- PART III ENGINEERING APPLICATIONS -- 16 Flood risk management 412 -- 16.1 Drivers for flood risk management 412 -- 16.2 Flood management and land drainage responsibilities in the UK 413 -- 16.3 Flood risk concepts 418 -- 16.4 Flood management policy and delivery 428 -- 16.5 Catchment flood management plans 430 -- Notes 436 -- References 436 -- 17 Water resources management 439 -- 17.1 Drivers for water resources management 439 -- 17.2 Water resources management policy in the UK 440 -- 17.3 Water resources strategies and assessment processes 446 -- 17.4 Supply and demand 448 -- 17.5 Water resources yield assessment 450 -- Notes 455 -- References 456 -- 18 Urban hydrology -- 18.1 Hydrological regime modifications 458 -- 18.2 Catchment response modifications 461 -- 18.3 The Transport and Road Research Laboratory rational method 463 -- 18.4 The Transport and Road Research Laboratory hydrograph method 466 -- 18.5 The Wallingford procedure 469 -- 18.6 Urban drainage system modelling 474 -- 18.7 Sustainable urban drainage systems ( SUDS ) 477 -- 18.8 Urban flood risk mapping 480 -- 18.9 Integrated urban drainage pilots 483 -- 18.10 Industry guidance 485 -- Note 487 References 487 -- 19 Hydrology, climate and catchment change 489 -- 19.1 Global climate change 489 -- 19.2 UK climate change impacts on river flows 492 -- 19.3 Catchment change 499 -- 19.4 Studies of land management change and flood flows in the UK 505 -- Notes 512 -- References 512 -- PART IV THE FUTURE OF HYDROLOGY IN PRACTICE -- 20 The future of hydrology in practice 516 -- 20.1 The context of hydrology in practice 516 -- 20.2 The complexities of hydrology 519 -- 20.3 The uncertainties in hydrology 521 -- 20.4 The future data requirements of hydrology 522 -- 20.5 The future modelling requirements of hydrology 526 -- Notes 528 -- References 529 -- Appendix: useful tables 531 -- Index 535 --
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Descripciones mejoradas de Syndetics:

Hydrology in Practice is an excellent and very successful introductory text for engineering hydrology students who go on to be practitioners in consultancies, the Environment Agency, and elsewhere.

This fourth edition of Hydrology in Practice, while retaining all that is excellent about its predecessor, by Elizabeth M. Shaw, replaces the material on the Flood Studies Report with an equivalent section on the methods of the Flood Estimation Handbook and its revisions. Other completely revised sections on instrumentation and modelling reflect the many changes that have occurred over recent years. The updated text has taken advantage of the extensive practical experience of the staff of JBA Consulting who use the methods described on a day-to-day basis. Topical case studies further enhance the text and the way in which students at undergraduate and MSc level can relate to it. The fourth edition will also have a wider appeal outside the UK by including new material on hydrological processes, which also relate to courses in geography and environmental science departments. In this respect the book draws on the expertise of Keith J. Beven and Nick A. Chappell, who have extensive experience of field hydrological studies in a variety of different environments, and have taught undergraduate hydrology courses for many years.

Second- and final-year undergraduate (and MSc) students of hydrology in engineering, environmental science, and geography departments across the globe, as well as professionals in environmental protection agencies and consultancies, will find this book invaluable. It is likely to be the course text for every undergraduate/MSc hydrology course in the UK and in many cases overseas too.

Include index.

Includes bibliographical references.

Contents :
Preface --
1 The hydrological cycle and hydrometeorology --
1.1 The hydrological cycle and water pathways 1 --
1.2 Pathways generating river how 2 --
1.3 Hydrometeorological control of hydrological pathways 6 --
1.4 Evaporation 15 --
1.5 Precipitation 16 --
1.6 Weather patterns producing precipitation 19 --
1.7 Climate 25 --
Note 29 --
References 29 --
PART I HYDROLOGICAL MEASUREMENTS --
2 Hydrometric networks 30 --
2.1 Gauging networks 30 --
2.2 Design considerations 31 --
2.3 Precipitation networks 32 --
2.4 Evaporation networks 33 --
2.5 Overland flow networks 34 --
2.6 Subsurface water networks 34 --
2.7 River gauging networks 34 --
Note 35 --
References 36 --
3 Precipitation 37 --
3.1 Non - recording ( storage ) rain gauges 38 --
3.2 Recording rain gauges 40 --
3.3 Siting the rain gauge 42 --
3.4 Horizontal rain and occult precipitation gauges 44 --
3.5 Snowfall gauges 44 --
3.6 Ground-based rainfall radar 45 --
3.7 Combined radar and satellite observations 45 --
3.8 Net precipitation gauges 47 --
Note 47 --
References 47 --
4 Evaporation 49 --
4.1 Factors affecting evaporation 49 --
4.2 Measurement of open water evaporation 51 --
4.3 Measurement of evapotranspiration 56 --
4.4 Measurement of meteorological variables for evaporation estimation 57 --
4.5 Direct measurement of evapotranspiration by eddy flux instruments 62 --
4.6 Scintillometer measurements of evapotranspiration 64 --
References 64
5 Hillslope and aquifer hydraulic parameters 65 --
5.1 Saturated hydraulic conductivity 66 --
5.2 Unsaturated hydraulic conductivity curve 76 --
5.3 Intrinsic permeability 77 --
5.4 Porosity 78 --
5.5 Dispersion coefficient 78 --
References 79 --
6 Hillslope moisture states and flows 81 --
6.1 Subsurface moisture content 81 --
6.2 Pressure potential, pressure head and hydraulic head 88 --
6.3 Moisture release curve 92 --
6.4 Subsurface flow tracing 93 --
6.5 Overland flow measurement 94 --
References 98 --
7 River flow 101 --
7.1 Open channel flow 101 --
7.2 River gauging methods 104 --
7.3 Stage 106 --
7.4 Discharge by velocity-area methods 111 --
7.5 Discharge by dilution gauging 118 --
7.6 Structural methods: flumes and weirs 120 --
7.7 Stage-discharge relationship 125 --
Note 132 --
References 132 --
8 Water-quality measurement 133 --
8.1 Water-quality characteristics 134 --
134 8.2 Water-quality standards 137 --
8.3 Water-quality sampling 141 --
8.4 Laboratory water-quality analyses 145 --
8.5 Automated field monitoring 147 --
8.6 Bank-side sample analyses ( manual and automatic ) 149 --
8.7 Load estimation , discharge consents and compliance 149 --
References 152 --
PART II HYDROLOGICAL ANALYSIS --
9 Precipitation analysis 155 --
9.1 Precipitation extremes 155 --
9.2 Spatial variation in precipitation 165 --
9.3 Missing data 173 --
9.4 Areal reduction factors and depth-area-duration analysis 174 --
9.5 Temporal variation in rainfalls 176 --
9.6 Rainfall frequency analysis 180 --
9.7 Droughts 187 --
9.8 Stochastic rainfall models 189 --
9.9 Other forms of precipitation 191 --
Notes 191 --
References 191 --
10 Energy budget analysis , evapotranspiration and snowmelt 195 --
10.1 The energy budget and evapotranspiration 195 --
10.2 Calculation of open water evaporation Eo 199 --
10.3 Calculation of evapotranspiration , Et 207 --
10.4 Estimating wet canopy evaporation and interception losses 215 --
10.5 Estimating Et over a landscape area or catchment 215 --
10.6 Empirical formulae for Et and Ep 219 --
10.7 Soil moisture deficit 221 --
10.8 Land surface parameterisations 224 --
10.9 Snow and the energy budget 225 --
Notes 232 --
References 232 --
11 River flow analysis 235 --
11.1 Peak discharges 239 --
11.2 River regimes 241 --
11.3 Mixing models for determining runoff sources 244 --
11.4 Flow-duration curves 250 --
11.5 Flood frequency 255 --
11.6 Flood probabilities 257 --
11.7 Analysis of an annual maximum series 260 --
11.8 Other statistical distributions used in food frequency analysis 268 --
11.9 Using historical flood data 269 --
11.10 Droughts 270 --
11.11 Frequency of low flows 272 --
11.12 Low flows and water yield analysis 274 --
11.13 Some concluding remarks 276 --
Notes 278 --
References 278 --
12 Catchment modelling 280--
12.1 The essentials of a catchment model 280 --
12.2 A simple catchment model 282 --
12.3 Estimating the proportion of rainfall equivalent to the stormflow hydrograph 283 --
12.4 Estimating the time distribution of runoff 284 --
12.5 The unit hydrograph 287 --
12.6 Conceptual catchment rainfall - runoff models 295 --
12.7 The application of rainfall - runoff models 297 --
12.8 Examples of rainfall - runoff models 299 --
12.9 Uncertainty in rainfall - runoff modelling 312 --
12.10 Real - time forecasting models 313 --
Notes 316 --
References 317 --
13 Estimating floods and low flows in the UK 322 --
13.1 Background to the Flood Estimation Handbook 322 --
13.2 The index flood and growth curve concepts in the Flood Estimation Handbook 323--
13.3 Probability distributions used in the Flood Estimation Handbook 327 --
13.4 Example: Flood Estimation Handbook peak flow estimates for the river Brett, Suffolk 328 --13.5 Design event methods in the Flood Estimation Handbook 332 --
13.6 Low-flow estimation in the UK 341 --
13.7 Some final comments on methods of regionalisation 347 --
Notes 347 --
References 348 --
14 Flood routing 351 --
14.1 Simple non-storage routing 353 --
14.2 Storage routing 355 --
14.3 Hydraulic routing 369 --
14.4 Flood routing in practice 373 --
14.5 Pollutant transport in rivers 376 --
14.6 Some final comments 382 --
Notes 383 --
References 384 --
15 Groundwater 386 --
15.1 The importance of groundwater 386 --
15.2 Groundwater flow equations 389 --
15.3 Flow nets 392 --
15.4 Unconfined flow and groundwater recharge 396 --
15.5 Numerical groundwater models 399 --
15.6 Transport of pollutants in groundwater 404 --
15.7 Calibration of groundwater flow and transport models 410 --
Notes 410 --
References 410 --
PART III ENGINEERING APPLICATIONS --
16 Flood risk management 412 --
16.1 Drivers for flood risk management 412 --
16.2 Flood management and land drainage responsibilities in the UK 413 --
16.3 Flood risk concepts 418 --
16.4 Flood management policy and delivery 428 --
16.5 Catchment flood management plans 430 --
Notes 436 --
References 436 --
17 Water resources management 439 --
17.1 Drivers for water resources management 439 --
17.2 Water resources management policy in the UK 440 --
17.3 Water resources strategies and assessment processes 446 --
17.4 Supply and demand 448 --
17.5 Water resources yield assessment 450 --
Notes 455 --
References 456 --
18 Urban hydrology --
18.1 Hydrological regime modifications 458 --
18.2 Catchment response modifications 461 --
18.3 The Transport and Road Research Laboratory rational method 463 --
18.4 The Transport and Road Research Laboratory hydrograph method 466 --
18.5 The Wallingford procedure 469 --
18.6 Urban drainage system modelling 474 --
18.7 Sustainable urban drainage systems ( SUDS ) 477 --
18.8 Urban flood risk mapping 480 --
18.9 Integrated urban drainage pilots 483 --
18.10 Industry guidance 485 --
Note 487 References 487 --
19 Hydrology, climate and catchment change 489 --
19.1 Global climate change 489 --
19.2 UK climate change impacts on river flows 492 --
19.3 Catchment change 499 --
19.4 Studies of land management change and flood flows in the UK 505 --
Notes 512 --
References 512 --
PART IV THE FUTURE OF HYDROLOGY IN PRACTICE --
20 The future of hydrology in practice 516 --
20.1 The context of hydrology in practice 516 --
20.2 The complexities of hydrology 519 --
20.3 The uncertainties in hydrology 521 --
20.4 The future data requirements of hydrology 522 --
20.5 The future modelling requirements of hydrology 526 --
Notes 528 --
References 529 --
Appendix: useful tables 531 --
Index 535 --

Notas de autor provistas por Syndetics

Elizabeth M. Shaw is now retired but has worked as a lecturer at universities in the UK and Australia, as well as having practised as a hydrologist. Keith J. Beven and Nick A.nbsp;Chappell are in the Lancaster Environment Centre at the University of Lancaster, UK. Rob Lamb is a consultant with JBA Consulting.

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