Water Resources EngineeringJohn Wiley & Sons, 8 jun 2010 - 928 páginas Environmental engineers continue to rely on the leading resource in the field on the principles and practice of water resources engineering. The second edition now provides them with the most up-to-date information along with a remarkable range and depth of coverage. Two new chapters have been added that explore water resources sustainability and water resources management for sustainability. New and updated graphics have also been integrated throughout the chapters to reinforce important concepts. Additional end-of-chapter questions have been added as well to build understanding. Environmental engineers will refer to this text throughout their careers. |
Índice
Introduction | 1 |
Water Resources Sustainability | 13 |
Flow and Hydrostatic Forces | 57 |
Pressurized Pipe Flow | 83 |
OpenChannel Flow | 113 |
Groundwater Flow | 173 |
Hydrologic Processes | 227 |
Surface Runoff | 283 |
Water Distribution | 463 |
Water for Hydroelectric Generation | 547 |
Flood Control | 577 |
Storm Sewers and Detention | 611 |
Street and Highway Drainage and Culverts | 671 |
Design of Spillways and Energy Dissipation for Flood Control Storage | 713 |
Sedimentation and Erosion Hydraulics | 771 |
Water Resources Management for Sustainability | 827 |
Reservoir and Stream Flow Routing | 331 |
Probability Risk and Uncertainty Analysis for Hydrologic and Hydraulic Design | 361 |
Water Withdrawals and Uses | 399 |
Appendix A NewtonRaphson Method | 869 |
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Términos y frases comunes
analysis annual applied aquifer Arizona Assume average basin capacity channel coefficient computed Consider continuity control volume curve damage defined demand depth Determine diameter direct discharge distribution downstream drainage effects elevation energy Engineers equal equation estimate example expressed factor Figure flood flow force function given groundwater head hydraulic hydrograph hydrologic illustrates increases infiltration inlet irrigation land length loss maximum mean measures method occurs operation peak percent period pipe presented pressure problem pump rainfall range referred relationship reservoir River runoff sediment sewer shown in Figure shows slope soil SOLUTION Solve Source spillway Step storage storm stream structures surface sustainability Table types U.S. customary units unit upstream urban velocity Water Resources water supply watershed York