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Hydrology and Floodplain Analysis: Hydrolog Floodpla Analysi_5 5th edition [Kõva köide]

(Uuem väljaanne: 9780134751979)
  • Formaat: Hardback, 816 pages, kõrgus x laius x paksus: 10x10x10 mm, kaal: 1120 g, black & white illustrations, black & white tables, maps, figures
  • Ilmumisaeg: 15-Feb-2012
  • Kirjastus: Pearson
  • ISBN-10: 0132567962
  • ISBN-13: 9780132567961 (Uuem väljaanne: 9780134751979)
Teised raamatud teemal:
  • Formaat: Hardback, 816 pages, kõrgus x laius x paksus: 10x10x10 mm, kaal: 1120 g, black & white illustrations, black & white tables, maps, figures
  • Ilmumisaeg: 15-Feb-2012
  • Kirjastus: Pearson
  • ISBN-10: 0132567962
  • ISBN-13: 9780132567961 (Uuem väljaanne: 9780134751979)
Teised raamatud teemal:

For undergraduate and graduate courses in Hydrology.

This text offers a clear and up-to-date presentation of fundamental concepts and design methods required to understand hydrology and floodplain analysis. It addresses the computational emphasis of modern hydrology and provides a balanced approach to important applications in watershed analysis, floodplain computation, flood control, urban hydrology, stormwater design, and computer modeling. This text is perfect for engineers and hydrologists.

Preface ix
1 Hydrologic Principles
1(73)
1.1 Introduction to Hydrology
1(7)
1.2 Weather Systems
8(15)
1.3 Precipitation
23(14)
1.4 The Hydrologic Cycle
37(6)
1.5 Simple Rainfall-Runoff
43(1)
1.6 Streamflow and the Hydrograph
44(3)
1.7 Hydrograph Analysis
47(9)
1.8 Hydrologic Measurement
56(18)
Summary
63(1)
Problems
64(7)
References
71(3)
2 Hydrologic Analysis
74(86)
2.1 Watershed Concepts
74(4)
2.2 Unit Hydrograph Theory
78(11)
2.3 Synthetic Unit Hydrograph Development
89(14)
2.4 Applications of Unit Hydrographs
103(5)
2.5 Linear and Kinematic Wave Models
108(4)
2.6 Hydrologic Loss---Evaporation and ET
112(10)
2.7 Hydrologic Loss---Infiltration
122(6)
2.8 Green and Ampt Infiltration Method
128(10)
2.9 Snowfall and Snowmelt
138(22)
Summary
146(1)
Problems
147(8)
References
155(5)
3 Frequency Analysis
160(69)
3.1 Introduction
160(6)
3.2 Probability Concepts
166(2)
3.3 Random Variables and Probability Distributions
168(11)
3.4 Return Period or Recurrence Interval
179(4)
3.5 Common Probabilistic Models
183(16)
3.6 Graphical Presentation of Data
199(12)
3.7 Regional Analysis
211(2)
3.8 Related Topics
213(16)
Summary
214(1)
Problems
215(10)
References
225(4)
4 Flood Routing
229(61)
4.1 Hydrologic and Hydraulic Routing
229(7)
4.2 Hydrologic River Routing
236(9)
4.3 Hydrologic Reservoir Routing
245(8)
4.4 Governing Equations for Hydraulic River Routing
253(4)
4.5 Movement of a Flood Wave
257(3)
4.6 Kinematic Wave Routing
260(10)
4.7 Hydraulic River Routing
270(20)
Summary
280(1)
Problems
280(8)
References
288(2)
5 Hydrologic Simulation Models
290(35)
5.1 Introduction to Hydrologic Models
290(4)
5.2 Steps in Watershed Modeling
294(1)
5.3 Description of Major Hydrologic Models
295(4)
5.4 HEC-HMS Flood Hydrograph Theory
299(9)
5.5 Application of HEC-HMS to Watersheds
308(11)
5.6 HEC-HMS Watershed Analysis: Case Study
319(6)
Summary
328(1)
Problems
328(4)
References
332
6 Urban Hydrology
325(100)
6.1 Characteristics of Urban Hydrology
325(16)
6.2 Review of Physical Processes
341(8)
6.3 Rainfall Analysis in Urban Basins
349(10)
6.4 Methods for Quantity Analysis
359(14)
6.5 Sewer System Hydraulics
373(4)
6.6 Control Options
377(6)
6.7 Operational Computer Models
383(4)
6.8 Case Study
387(38)
Summary
400(1)
Problems
400(14)
References
414(11)
7 Floodplain Hydraulics
425(56)
7.1 Uniform Flow
425(4)
7.2 Uniform Flow Computations
429(5)
7.3 Specific Energy and Critical Flow
434(4)
7.4 Occurrence of Critical Depth
438(1)
7.5 Nonuniform Flow or Gradually Varied Flow
439(1)
7.6 Gradually Varied Flow Equations
439(5)
7.7 Classification of Water Surface Profiles
444(4)
7.8 Hydraulic Jump
448(2)
7.9 Introduction to the HEC-RAS Model
450(1)
7.10 Theoretical Basis for HEC-RAS
451(2)
7.11 Basic Data Requirements (Steady State)
453(4)
7.12 Optional HEC-RAS Capabilities
457(1)
7.13 Bridge Modeling in HEC-RAS
458(6)
7.14 HEC-RAS Features
464(17)
Summary
475(1)
Problems
476(4)
References
480(1)
8 Ground Water Hydrology
481(65)
8.1 Introduction
481(3)
8.2 Properties of Ground Water
484(5)
8.3 Ground Water Movement
489(5)
8.4 Flow Nets
494(3)
8.5 General Flow Equations
497(2)
8.6 Dupuit Equation
499(5)
8.7 Streamlines and Equipotential Lines
504(1)
8.8 Unsaturated Flow
505(1)
8.9 Steady-State Well Hydraulics
506(8)
8.10 Unsteady Well Hydraulics
514(11)
8.11 Water Wells
525(3)
8.12 Ground Water Modeling Techniques
528(18)
Summary
538(1)
Problems
538(5)
References
543(3)
9 Design Applications In Hydrology
546(68)
9.1 Introduction
546(1)
9.2 Drainage Collection Systems
547(15)
9.3 Design of Culverts
562(15)
9.4 Detention Basins Used to Mitigate Project Impacts
577(12)
9.5 Floodplain Management Design Issues
589(25)
Summary
610(1)
Problems
611(2)
References
613(1)
10 Gis Applications In Hydrology
614(29)
10.1 Introduction to GIS
614(2)
10.2 General GIS Concepts
616(6)
10.3 Digital Representation Hydrologic Parameters
622(4)
10.4 Digital Representation of Topography
626(3)
10.5 GIS-Based Hydrology and Hydraulics
629(8)
10.6 Common GIS Software Programs
637(6)
Summary
639(1)
Online Resources
640(1)
References
641(2)
11 Radar Rainfall Applications In Hydrology
643(46)
11.1 Introduction
643(6)
11.2 Radar Estimation of Rainfall
649(8)
11.3 NEXRAD (WSR-88D) Radar System
657(5)
11.4 Gage Adjustment of Radar
662(5)
11.5 Hydrologic Applications
667(22)
Summary
685(1)
References
685(4)
12 Severe Storm Impacts And Flood Management
689(31)
12.1 Introduction
689(1)
12.2 Flood Management Issues and Basic Terminology
690(3)
12.3 Structural and Nonstructural Methods of Flood Control
693(8)
12.4 The Flood Control Paradox
701(2)
12.5 Major Gulf Hurricanes: Katrina and Ike
703(7)
12.6 Improved Strategies Toward Flood Management
710(10)
Summary
717(1)
References
717(3)
13 Case Studies In Hydrologic Engineering: Water Resource Projects
720(31)
13.1 Introduction
720(2)
13.2 The City of San Antonio---Deep in the Heart of Texas
722(11)
13.3 The Colorado River---Taming the Wild West
733(9)
13.4 Across the Pond---The River Thames
742(1)
13.5 Global Climate Change and Water Resources
743(8)
References
748(3)
Appendix A Symbols And Notation 751(3)
Appendix B Conversion Factors 754(2)
Appendix C Properties Of Water 756(2)
Appendix D Normal Distribution Tables 758(2)
Appendix E Useful Hydrology-Related Internet Links 760(6)
Glossary 766(18)
Index 784
Philip B. Bedient is the Herman Brown Professor of Engineering, with the Department of Civil and Environmental Engineering, Rice University, Houston, TX. He received the Ph.D. degree in environmental engineering sciences from the University of Florida. He is a registered professional engineer and teaches and performs research in surface hydrology, modeling, and flood prediction systems, and ground water hydrology. He has directed over 50 research projects over the past 31 years, and has written over 180 journal articles and conference proceedings over that time. He has also written four textbooks in the area of surface and groundwater hydrology. He received the Shell Distinguished Chair in environmental science (1988-92), the C.V. Theis award in 2007, and he was elected Fellow of ASCE in 2006. Dr. Bedient has worked on a variety of hydrologic problems, including river basin analyses, major floodplain studies, groundwater contamination models, and hydrologic/GIS models in water resources. He has been actively involved in developing computer systems for flood prediction and warning, and recently directed the development of a real-time flood alert system (FAS2) for the Texas Medical Center (TMC) in Houston. The FAS2 is based on converting NEXRAD radar data directly to rainfall in a GIS framework, which is then used to predict peak channel flows. Dr. Bedient is organizing the Houston test bed for the Center for Collaborative Adaptive Sensing of the Atmosphere (CASA), an NSF Engineering Research Center led by University of Massachusetts-Amherst, and Rice University is a strategic outreach partners. CASA's revolutionary sensing technology is expected to increase the warning time for flash floods and other severe weather events with greater accuracy than existing systems. The first high technology radar was deployed in 2007 in the TMC in Houston as part of the on-going flood warning system developed for the Texas Medical Center. Dr. Bedient has overseen the monitoring, modeling, and remediation at numerous hazardous waste sites, including six Superfund sites, and U.S. Air Force bases in five states. He has extensive experience in contaminant transport at sites impacted with chlorinated solvents and fuels. He has served on two National Academy of Science committees relating to environmental remediation and technology, and has received research funding from NSF, the U.S. EPA, the U.S. Department of Defense, the State of Texas, the U.S. Army Corps of Engineers, and the City of Houston. Wayne C. Huber is Professor of Civil, Construction, and Environmental Engineering at Oregon State University, Corvallis. His doctoral work at the Massachusetts Institute of Technology dealt with thermal stratification in reservoirs, for which he received the Lorenz G. Straub Award from the University of Minnesota and the Hilgard Hydraulic Prize from the American Society of Civil Engineers (ASCE). He is a member of several technical societies and has served several administrative functions within the ASCE. He is the author of over 120 reports and technical papers, is a registered professional engineer, and has served as a consultant on numerous studies done by public agencies and private engineering firms. Beginning at the University of Florida and continuing at Oregon State University, Dr. Huber's research has included studies of urban hydrology, Storm water management, nonpoint source runoff, river basin hydrology, lake eutrophication, rainfall statistics, and hydrologic and water quality modeling. He is one of the original authors of the EPA Storm Water Management Model and has helped to maintain and improve the model continuously since 1971. Dr. Huber is an internationally recognized authority on runoff quantity and quality processes in urban areas. Baxter E. Vieux is Director of the Natural Hazards and Disaster Research Center and Professor in the School of Civil Engineering and Environmental Science, University of Oklahoma, Norman where he teaches courses in hydrology, GIS, surveying, measurements, water quality management, and engineering graphics and design. Before joining OU in 1990, he held a professorship at Michigan State University teaching watershed management after earning his PhD there. Dr. Vieux was recently appointed as Adjunct Professor with the Department of Environmental Engineering and Science, Rice University, Houston, Prior to his academic career, he spent ten years with the USDA Natural Resources Conservation Service serving as Acting State Engineer, and being responsible for statewide engineering design and construction programs in Michigan. He is a registered professional engineer in three states and is co-principal and founder of Vieux & Associates, Inc., an engineering technology company with clients in the US and internationally in radar rainfall, GIS, and hydrology. Dr. Vieux is the innovator and architect of the first commercially available physics-based distributed hydrologic model, Vflo (TM), which uses real-time radar inputs for hydrologic analysis and prediction. Span urban and rural hydrology, the model has worldwide applicability. A patent is held for a method of realtime distributed model calibration. Consultative services include major corporations and engineering companies, and domestic and international water agencies. Externally sponsored academic research has been funded by NASA, EPA, NWS, NOAA, Army Corps of Engineers, NSF, and state/local agencies. Internationally, he has conducted research and worked on projects in France, Japan, Poland, Niger, Nicaragua, Taiwan, Paraguay, Korea and Romania. He has authored over 110 publications in hydrology including a recent book in its second edition, Distributed Hydrologic Modeling Using GIS, Kluwer Academic Press,Vol. 48.