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Hydrology and Floodplain Analysis: United States Edition 4th edition [Kõva köide]

  • Formaat: Hardback, 816 pages, kõrgus x laius x paksus: 182x241x33 mm, kaal: 1290 g
  • Ilmumisaeg: 16-Aug-2007
  • Kirjastus: Pearson
  • ISBN-10: 0131745891
  • ISBN-13: 9780131745896
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  • Formaat: Hardback, 816 pages, kõrgus x laius x paksus: 182x241x33 mm, kaal: 1290 g
  • Ilmumisaeg: 16-Aug-2007
  • Kirjastus: Pearson
  • ISBN-10: 0131745891
  • ISBN-13: 9780131745896

This book 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. Chapter topics cover rainfall-runoff analysis, frequency analysis, flood routing, hydrologic simulation models and watershed analysis, urban hydrology, floodplain hydraulics, ground water hydrology, design issues and geographical information systems in hydrology, NEXRAD radar rainfall for hydrologic prediction, and floodplain management issues. For engineers and hydrologists.

Preface xi
Hydrologic Principles
1(95)
Part I Hydrologic Cycle and Weather
Introduction to Hydrology
1(7)
Hydrologic Cycle
8(6)
Weather Systems
14(15)
Precipitation
29(14)
Streamflow and the Hydrograph
43(2)
Hydrologic Measurement
45(10)
Part II Hydrologic Losses
Hydrologic Loss---Evaporation and ET
55(10)
Hydrologic Loss---Infiltration
65(5)
Green and Ampt Infiltration Method
70(26)
Summary
80(2)
Problems
82(9)
References
91(5)
Hydrologic Analysis
96(75)
Watershed Concepts
96(4)
Rainfall-Runoff
100(2)
Hydrograph Analysis
102(13)
Unit Hydrograph Theory
115(13)
Synthetic Unit Hydrograph Development
128(15)
Applications of Unit Hydrographs
143(4)
Linear and Kinematic Wave Models
147(4)
Snowfall and Snowmelt
151(20)
Summary
158(1)
Problems
159(8)
References
167(4)
Frequency Analysis
171(70)
Introduction
171(6)
Probability Concepts
177(2)
Random Variables and Probability Distributions
179(11)
Return Period or Recurrence Interval
190(3)
Common Probabilistic Models
193(17)
Graphical Presentation of Data
210(13)
Regional Analysis
223(1)
Related Topics
224(17)
Summary
226(1)
Problems
226(11)
References
237(4)
Flood Routing
241(71)
Hydrologic and Hydraulic Routing
241(7)
Hydrologic River Routing
248(9)
Hydrologic Reservoir Routing
257(11)
Governing Equations for Hydraulic River Routing
268(3)
Movement of a Flood Wave
271(4)
Kinematic Wave Routing
275(15)
Hydraulic River Routing
290(22)
Summary
301(1)
Problems
302(7)
References
309(3)
Hydrologic Simulation Models
312(44)
Introduction to Hydrologic Models
312(3)
Steps in Watershed Modeling
315(2)
Description of Major Hydrologic Models
317(2)
HEC Flood Hydrograph Models
319(8)
Introduction to HEC-HMS
327(11)
HEC-HMS Watershed Analysis: Case Study
338(18)
Summary
349(1)
Problems
350(3)
References
353(3)
Urban Hydrology
356(88)
Characteristics of Urban Hydrology
356(6)
Review of Physical Processes
362(7)
Rainfall Analysis in Urban Basins
369(10)
Methods for Quantity Analysis
379(14)
Sewer System Hydraulics
393(4)
Control Options
397(5)
Operational Computer Models
402(4)
Case Study
406(38)
Summary
418(1)
Problems
419(14)
References
433(11)
Floodplain Hydraulics
444(56)
Uniform Flow
444(4)
Uniform Flow Computations
448(5)
Specific Energy and Critical Flow
453(4)
Occurrence of Critical Depth
457(1)
Nonuniform Flow or Gradually Varied Flow
458(1)
Gradually Varied Flow Equations
458(5)
Classification of Water Surface Profiles
463(4)
Hydraulic Jump
467(2)
Introduction to the HEC-RAS Model
469(1)
Theoretical Basis for HEC-RAS
470(2)
Basic Data Requirements (Steady State)
472(4)
Optional HEC-RAS Capabilities
476(1)
Bridge Modeling in HEC-RAS
477(6)
HEC-RAS Features
483(17)
Summary
494(1)
Problems
495(4)
References
499(1)
Ground Water Hydrology
500(65)
Introduction
500(3)
Properties of Ground Water
503(5)
Ground Water Movement
508(5)
Flow Nets
513(3)
General Flow Equations
516(2)
Dupuit Equation
518(5)
Streamlines and Equipotential Lines
523(1)
Unsaturated Flow
524(1)
Steady-State Well Hydraulics
525(8)
Unsteady Well Hydraulics
533(11)
Water Wells
544(3)
Ground Water Modeling Techniques
547(18)
Summary
557(1)
Problems
557(5)
References
562(3)
Design Applications in Hydrology
565(68)
Introduction
565(1)
Drainage Collection Systems
566(15)
Design of Culverts
581(15)
Detention Basins Used to Mitigate Project Impacts
596(12)
Floodplain Management Design Issues
608(25)
Summary
629(1)
Problems
630(2)
References
632(1)
Gis Applications in Hydrology
633(25)
Introduction to GIS
633(2)
General GIS Concepts
635(6)
Digital Representation Hydrologic Parameters
641(2)
Digital Representation of Topography
643(3)
GIS-Based Hydrology and Hydraulics
646(6)
Common GIS Software Programs
652(6)
Summary
654(1)
Online Resources
655(1)
References
656(2)
Radar Rainfall Applications in Hydrology
658(51)
Introduction
658(6)
Radar Estimation of Rainfall
664(7)
NEXRAD (WSR-88D) Radar System
671(5)
Gage Adjustment of Radar
676(5)
Hydrologic Applications
681(28)
Summary
704(1)
References
705(4)
Severe Storm Impacts and Flood Management
709(33)
Introduction
709(1)
Flood Management Issues and Basic Terminology
710(3)
Structural and Nonstructural Methods of Flood Control
713(8)
The Flood Control Paradox
721(1)
The 2005 Hurricane Season: Katrina, Rita, and Emily
722(10)
Improved Strategies Toward Flood Management
732(10)
Summary
738(1)
References
738(4)
Appendix A Symbols and Notation 742(3)
Appendix B Conversion Factors 745(2)
Appendix C Properties of Water 747(2)
Appendix D Normal Distribution Tables 749(2)
Appendix E Useful Hydrology-Related Internet Links 751(7)
Glossary 758(17)
Index 775
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 (198892), 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. CASAs 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. Hubers 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, 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.