دانلود کتاب Applied Hydrology

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Cover\nFront Matter\n About the Authors\nTable of Contents\nPart I. Hydrologic Processes\n 1. Introduction\n 1.1 Hydrologic Cycle\n 1.2 Systems Concept\n 1.3 Hydrologic System Model\n 1.4 Hydrologic Model Classification\n 1.5 The Development of Hydrology\n 2. Hydrologic Processes\n 2.1 Reynolds Transport Theorem\n 2.2 Continuity Equations\n 2.3 Discrete Time Continuity\n 2.4 Momentum Equations\n 2.5 Open Channel Flow\n 2.6 Porous Medium Flow\n 2.7 Energy Balance\n 2.8 Transport Processes\n 3. Atmospheric Water\n 3.1 Atmospheric Circulation\n 3.2 Water Vapor\n 3.3 Precipitation\n 3.4 Rainfall\n 3.5 Evaporation\n 3.6 Evapotranspiration\n 4. Subsurface Water\n 4.1 Unsaturated Flow\n 4.2 Infiltration\n 4.3 Green-Ampt Method\n 4.4 Ponding Time\n 5. Surface Water\n 5.1 Sources of Streamflow\n 5.2 Streamflow Hydrograph\n 5.3 Excess Rainfall and Direct Runoff\n 5.4 Abstractions Using Infiltration Equations\n 5.5 SCS Method for Abstractions\n 5.6 Flow Depth and Velocity\n 5.7 Travel Time\n 5.8 Stream Networks\n 6. Hydrologic Measurement\n 6.1 Hydrologic Measurement Sequence\n 6.2 Measurement of Atmospheric Water\n 6.3 Measurement of Surface Water\n 6.4 Measurement of Subsurface Water\n 6.5 Hydrologic Measurement Systems\n 6.6 Measurement of Physiographic Characteristics\nPart II. Hydrologic Analysis\n 7. Unit Hydrograph\n 7.1 General Hydrologic System Model\n 7.2 Response Functions of Linear Systems\n 7.3 The Unit Hydrograph\n 7.4 Unit Hydrograph Derivation\n 7.5 Unit Hydrograph Application\n 7.6 Unit Hydrograph by Matrix Calculation\n 7.7 Synthetic Unit Hydrograph\n 7.8 Unit Hydrographs for Different Rainfall Durations\n 8. Lumped Flow Routing\n 8.1 Lumped System Routing\n 8.2 Level Pool Routing\n 8.3 Runge-Kutta Method\n 8.4 Hydrologic River Routing\n 8.5 Linear Reservoir Model\n 9. Distributed Flow Routing\n 9.1 Saint-Venant Equations\n 9.2 Classification of Distributed Routing Models\n 9.3 Wave Motion\n 9.4 Analytical Solution of the Kinematic Wave\n 9.5 Finite-difference Approximations\n 9.6 Numerical Solution of the Kinematic Wave\n 9.7 Muskingum-Cunge Method\n 10. Dynamic Wave Routing\n 10.1 Dynamic Stage-discharge Relationships\n 10.2 Implicit Dynamic Wave Model\n 10.3 Finite Difference Equations\n 10.4 Finite Difference Solution\n 10.5 DWOPER Model\n 10.6 Flood Routing in Meandering Rivers\n 10.7 Dam-break Flood Routing\n 11. Hydrologic Statistics\n 11.1 Probabilistic Treatment of Hydrologic Data\n 11.2 Frequency and Probability Functions\n 11.3 Statistical Parameters\n 11.4 Fitting a Probability Distribution\n 11.5 Probability Distributions for Hydrologic Variables\n 12. Frequency Analysis\n 12.1 Return Period\n 12.2 Extreme Value Distributions\n 12.3 Frequency Analysis Using Frequency Factors\n 12.4 Probability Plotting\n 12.5 Water Resources Council Method\n 12.6 Reliability of Analysis\nPart III. Hydrologic Design\n 13. Hydrologic Design\n 13.1 Hydrologic Design Scale\n 13.2 Selection of the Design Level\n 13.3 First Order Analysis of Uncertainty\n 13.4 Composite Risk Analysis\n 13.5 Risk Analysis of Safety Margins and Safety Factors\n 14. Design Storms\n 14.1 Design Precipitation Depth\n 14.2 Intensity-duration-frequency Relationships\n 14.3 Design Hyetographs from Storm Event Analysis\n 14.4 Design Precipitation Hyetographs from IDF Relationships file://08102_14b.pdf#page=1 14.5 Estimated Limiting Storms file://08102_14b.pdf#page=6 14.6 Calculation of Probable Maximum Precipitation file://08102_14b.pdf#page=11 15. Design Flows\n 15.1 Storm Sewer Design\n 15.2 Simulating Design Flows\n 15.3 Flood Plain Analysis\n 15.4 Flood Control Reservoir Design\n 15.5 Flood Forecasting file://08102_15b.pdf#page=1 15.6 Design for Water Use file://08102_15b.pdf#page=4Author Index\nIndex\n A\n B\n C\n D\n E\n F\n G\n H\n I\n J\n K\n L\n M\n N\n O\n P\n Q\n R\n S\n T\n U\n V\n W