{"product_id":"ground-and-surface-water-hydrology-hardback-9780470169872","title":"Ground and Surface Water Hydrology (Hardback) 9780470169872","description":"\u003cfont face=\"Georgia\"\u003e\r\n\u003cp\u003e\u003cfont size=\"6\"\u003eGround and Surface Water Hydrology\u003c\/font\u003e\u003cbr\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003c\/p\u003e\n\u003cp\u003e\u003cfont size=\"4\"\u003eLarry W. Mays (Author)\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e9780470169872, Wiley\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eHardback, published 27 September 2011\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e640 pages\u003cbr\u003e25.6 x 20.6 x 2.8 cm, 1.293 kg\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003cp align=\"justify\"\u003e\u003cstrong\u003e\u003cfont size=\"3\"\u003eFrom best-selling and well-respected author Larry Mays, Ground and Surface Water Hydrology provides balanced coverage of surface and groundwater hydrology. The text includes current and emerging topics such as sustainability, climate change, GIS, and new models and data sources, so readers will gain a complete and current understanding of hydrology.  \u003cp\u003e This book may be used for at least three different undergraduate courses including:\u003cbr\u003e1. First course with an emphasis in surface water hydrology\u003cbr\u003e2. First course with emphasis in groundwater hydrology\u003cbr\u003e3. First course in hydrology with similar emphasis on ground and surface water hydrology.\u003c\/p\u003e  \u003cp\u003e This book is also a valuable reference for practicing civil engineers, hydrologists, environmental engineers, and geologists.\u003c\/p\u003e\u003c\/font\u003e\u003c\/strong\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e\u003cb\u003eAbout the Author v\u003c\/b\u003e  \u003cp\u003e\u003cb\u003ePreface vii\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1 Hydrology, Climate Change, and Sustainability 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Introduction to Hydrologic Processes 1\u003c\/p\u003e \u003cp\u003e1.1.1 What is Hydrology? 1\u003c\/p\u003e \u003cp\u003e1.1.2 Why Study Hydrology? 1\u003c\/p\u003e \u003cp\u003e1.1.3 The Hydrologic Cycle 3\u003c\/p\u003e \u003cp\u003e1.1.4 Hydrologic Systems 4\u003c\/p\u003e \u003cp\u003e1.1.5 Surface Water in the Hydrologic Cycle 5\u003c\/p\u003e \u003cp\u003e1.1.6 Groundwater in the Hydrologic Cycle 5\u003c\/p\u003e \u003cp\u003e1.1.7 Control Volume Approach for Hydrologic Processes 7\u003c\/p\u003e \u003cp\u003e1.2 Climate Change Effects and the Hydrologic Cycle 8\u003c\/p\u003e \u003cp\u003e1.2.1 The Climate System 8\u003c\/p\u003e \u003cp\u003e1.2.2 What is Climate Change? 10\u003c\/p\u003e \u003cp\u003e1.2.3 Climate Change Prediction 11\u003c\/p\u003e \u003cp\u003e1.2.4 Hydrologic Effects of Climate Change 12\u003c\/p\u003e \u003cp\u003e1.3 Anthropogenic Effects on the Hydrologic Cycle 16\u003c\/p\u003e \u003cp\u003e1.3.1 Urbanization 16\u003c\/p\u003e \u003cp\u003e1.3.2 Land and Water Management Effects on the Hydrologic Cycle 17\u003c\/p\u003e \u003cp\u003e1.4 Water Resources Sustainability 18\u003c\/p\u003e \u003cp\u003e1.5 Hydrologic Budgets 19\u003c\/p\u003e \u003cp\u003e1.6 Hydrologic Data and Publication Sources 21\u003c\/p\u003e \u003cp\u003e1.7 U.S. Geological Survey Publications 22\u003c\/p\u003e \u003cp\u003eProblems 25\u003c\/p\u003e \u003cp\u003eReferences 25\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2 Occurrence of Groundwater 27\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Origin of Groundwater 27\u003c\/p\u003e \u003cp\u003e2.2 Rock Properties Affecting Groundwater 27\u003c\/p\u003e \u003cp\u003e2.2.1 Aquifers 27\u003c\/p\u003e \u003cp\u003e2.2.2 Porosity 28\u003c\/p\u003e \u003cp\u003e2.2.3 Soil Classification 31\u003c\/p\u003e \u003cp\u003e2.2.4 Porosity and Representative Elementary Volume 33\u003c\/p\u003e \u003cp\u003e2.2.5 Specific Surface 33\u003c\/p\u003e \u003cp\u003e2.3 Vertical Distribution of Groundwater 36\u003c\/p\u003e \u003cp\u003e2.4 Zone of Aeration 37\u003c\/p\u003e \u003cp\u003e2.4.1 Soil Water Zone 37\u003c\/p\u003e \u003cp\u003e2.4.2 Intermediate Vadose Zone 38\u003c\/p\u003e \u003cp\u003e2.4.3 Capillary Zone 38\u003c\/p\u003e \u003cp\u003e2.4.4 Measurement of Water Content 40\u003c\/p\u003e \u003cp\u003e2.4.5 Available Water 40\u003c\/p\u003e \u003cp\u003e2.5 Zone of Saturation 41\u003c\/p\u003e \u003cp\u003e2.5.1 Specific Retention 41\u003c\/p\u003e \u003cp\u003e2.5.2 Specific Yield 41\u003c\/p\u003e \u003cp\u003e2.6 Geologic Formations as Aquifers 42\u003c\/p\u003e \u003cp\u003e2.6.1 Alluvial Deposits 43\u003c\/p\u003e \u003cp\u003e2.6.2 Limestone 43\u003c\/p\u003e \u003cp\u003e2.6.3 Volcanic Rock 44\u003c\/p\u003e \u003cp\u003e2.6.4 Sandstone 46\u003c\/p\u003e \u003cp\u003e2.6.5 Igneous and Metamorphic Rocks 46\u003c\/p\u003e \u003cp\u003e2.6.6 Clay 46\u003c\/p\u003e \u003cp\u003e2.7 Types of Aquifers 46\u003c\/p\u003e \u003cp\u003e2.7.1 Unconfined Aquifer 46\u003c\/p\u003e \u003cp\u003e2.7.2 Confined Aquifers 46\u003c\/p\u003e \u003cp\u003e2.7.3 Leaky Aquifer 48\u003c\/p\u003e \u003cp\u003e2.7.4 Idealized Aquifer 48\u003c\/p\u003e \u003cp\u003e2.8 Storage Coefficient 48\u003c\/p\u003e \u003cp\u003e2.9 Groundwater Basins\/Regional Groundwater Flow Systems 50\u003c\/p\u003e \u003cp\u003e2.9.1 High Plains Aquifer 52\u003c\/p\u003e \u003cp\u003e2.9.2 Gulf Coastal Plain Aquifer System 54\u003c\/p\u003e \u003cp\u003e2.10 Springs 54\u003c\/p\u003e \u003cp\u003e2.10.1 What Are Springs? 54\u003c\/p\u003e \u003cp\u003e2.10.2 Edwards Aquifer—Discharge of Springs 61\u003c\/p\u003e \u003cp\u003e2.11 Groundwater in the United States 63\u003c\/p\u003e \u003cp\u003eProblems 70\u003c\/p\u003e \u003cp\u003eReferences 71\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3 Groundwater Movement 75\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Darcy’s Law 75\u003c\/p\u003e \u003cp\u003e3.1.1 Experimental Verification 75\u003c\/p\u003e \u003cp\u003e3.1.2 Darcy Velocity 78\u003c\/p\u003e \u003cp\u003e3.1.3 Validity of Darcy’s Law 78\u003c\/p\u003e \u003cp\u003e3.2 Permeability 79\u003c\/p\u003e \u003cp\u003e3.2.1 Intrinsic Permeability 79\u003c\/p\u003e \u003cp\u003e3.2.2 Hydraulic Conductivity 80\u003c\/p\u003e \u003cp\u003e3.2.3 Transmissivity 80\u003c\/p\u003e \u003cp\u003e3.2.4 Hydraulic Conductivity of Geologic Materials 81\u003c\/p\u003e \u003cp\u003e3.3 Determination of Hydraulic Conductivity 82\u003c\/p\u003e \u003cp\u003e3.3.1 Formulas 82\u003c\/p\u003e \u003cp\u003e3.3.2 Laboratory Methods 83\u003c\/p\u003e \u003cp\u003e3.3.3 Tracer Tests 85\u003c\/p\u003e \u003cp\u003e3.3.4 Auger Hole Tests 87\u003c\/p\u003e \u003cp\u003e3.3.5 Pumping Tests of Wells 88\u003c\/p\u003e \u003cp\u003e3.4 Anisotropic Aquifers 89\u003c\/p\u003e \u003cp\u003e3.5 Groundwater Flow Rates 91\u003c\/p\u003e \u003cp\u003e3.6 General Flow Equations 93\u003c\/p\u003e \u003cp\u003e3.7 Unsaturated Flow 95\u003c\/p\u003e \u003cp\u003e3.7.1 Flow Through Unsaturated Soils 96\u003c\/p\u003e \u003cp\u003e3.7.2 Unsaturated Hydraulic Conductivity 99\u003c\/p\u003e \u003cp\u003e3.7.3 Vertical and Horizontal Flows 103\u003c\/p\u003e \u003cp\u003eProblems 104\u003c\/p\u003e \u003cp\u003eReferences 105\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4 Groundwater and Well Hydraulics 109\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Steady Unidirectional Flow 109\u003c\/p\u003e \u003cp\u003e4.1.1 Confined Aquifer 109\u003c\/p\u003e \u003cp\u003e4.1.2 Unconfined Aquifer 110\u003c\/p\u003e \u003cp\u003e4.1.3 Base Flow to a Stream 112\u003c\/p\u003e \u003cp\u003e4.2 Steady Radial Flow to a Well 115\u003c\/p\u003e \u003cp\u003e4.2.1 Confined Aquifer 115\u003c\/p\u003e \u003cp\u003e4.2.2 Unconfined Aquifer 120\u003c\/p\u003e \u003cp\u003e4.2.3 Unconfined Aquifer with Uniform Recharge 122\u003c\/p\u003e \u003cp\u003e4.3 Well in a Uniform Flow 124\u003c\/p\u003e \u003cp\u003e4.4 Unsteady Radial Flow in a Confined Aquifer 126\u003c\/p\u003e \u003cp\u003e4.4.1 Nonequilibrium Well Pumping Equation 126\u003c\/p\u003e \u003cp\u003e4.4.2 Theis Method of Solution 127\u003c\/p\u003e \u003cp\u003e4.4.3 Cooper–Jacob Method of Solution 129\u003c\/p\u003e \u003cp\u003e4.4.4 Chow Method of Solution 132\u003c\/p\u003e \u003cp\u003e4.4.5 Recovery Test 132\u003c\/p\u003e \u003cp\u003e4.5 Unsteady Radial Flow in an Unconfined Aquifer 135\u003c\/p\u003e \u003cp\u003e4.6 Unsteady Radial Flow in a Leaky Aquifer 140\u003c\/p\u003e \u003cp\u003e4.7 Well Flow Near Aquifer Boundaries 143\u003c\/p\u003e \u003cp\u003e4.7.1 Well Flow Near a Stream 143\u003c\/p\u003e \u003cp\u003e4.7.2 Well Flow Near an Impermeable Boundary 148\u003c\/p\u003e \u003cp\u003e4.7.3 Well Flow Near Other Boundaries 151\u003c\/p\u003e \u003cp\u003e4.7.4 Location of Aquifer Boundary 153\u003c\/p\u003e \u003cp\u003e4.8 Multiple Well Systems 154\u003c\/p\u003e \u003cp\u003e4.9 Partially Penetrating Wells 158\u003c\/p\u003e \u003cp\u003e4.10 Well Flow for Special Conditions 160\u003c\/p\u003e \u003cp\u003e4.11 Slug Tests 161\u003c\/p\u003e \u003cp\u003e4.11.1 Definition 161\u003c\/p\u003e \u003cp\u003e4.11.2 Design Guidelines 161\u003c\/p\u003e \u003cp\u003e4.11.3 Performance of Slug Tests 162\u003c\/p\u003e \u003cp\u003e4.11.4 Methods for Analyzing Slug-Test Data 164\u003c\/p\u003e \u003cp\u003e4.12 Slug Tests for Confined Formations 166\u003c\/p\u003e \u003cp\u003e4.12.1 Cooper, Bredehoeft, and Papadopulos Method 166\u003c\/p\u003e \u003cp\u003e4.12.2 Hvorslev Method 170\u003c\/p\u003e \u003cp\u003e4.13 Slug Tests for Unconfined Formations 172\u003c\/p\u003e \u003cp\u003e4.13.1 Bouwer and Rice Method 173\u003c\/p\u003e \u003cp\u003e4.13.2 Dagan Method 179\u003c\/p\u003e \u003cp\u003eProblems 182\u003c\/p\u003e \u003cp\u003eReferences 189\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5 Artificial Recharge, Stormwater Infiltration, and Saltwater Intrusion Prevention 193\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Artificial Recharge 193\u003c\/p\u003e \u003cp\u003e5.1.1 Recharge Systems 193\u003c\/p\u003e \u003cp\u003e5.1.2 Recharge Mounds 195\u003c\/p\u003e \u003cp\u003e5.2 Stormwater Infiltration Basin Mound Development 203\u003c\/p\u003e \u003cp\u003e5.2.1 Potential Flow Model for a Trench 204\u003c\/p\u003e \u003cp\u003e5.2.2 Potential Flow Model for Circular Basin 205\u003c\/p\u003e \u003cp\u003e5.2.3 Mound Growth 208\u003c\/p\u003e \u003cp\u003e5.2.4 Mound Recession 209\u003c\/p\u003e \u003cp\u003e5.3 Saline Water Intrusion in Aquifers 210\u003c\/p\u003e \u003cp\u003e5.3.1 Occurrence of Saline Water Intrusion 210\u003c\/p\u003e \u003cp\u003e5.3.2 Ghyben–Herzberg Relation Between Freshwater and Saline Water 211\u003c\/p\u003e \u003cp\u003e5.3.3 Shape of the Freshwater–Saltwater Interface 213\u003c\/p\u003e \u003cp\u003e5.3.4 Structure of the Freshwater–Saltwater Interface 216\u003c\/p\u003e \u003cp\u003e5.3.5 Effect of Wells on Seawater Intrusion 219\u003c\/p\u003e \u003cp\u003e5.3.6 Upconing of Saline Water 221\u003c\/p\u003e \u003cp\u003e5.3.7 Control of Saline Water Intrusion 225\u003c\/p\u003e \u003cp\u003eProblems 227\u003c\/p\u003e \u003cp\u003eReferences 228\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6 Groundwater Flow Modeling 231\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction 231\u003c\/p\u003e \u003cp\u003e6.1.1 Why Develop Groundwater Models? 231\u003c\/p\u003e \u003cp\u003e6.1.2 Types of Groundwater Models 232\u003c\/p\u003e \u003cp\u003e6.1.3 Steps in the Development of a Groundwater Model 232\u003c\/p\u003e \u003cp\u003e6.2 Three-Dimensional Groundwater Flow Model 233\u003c\/p\u003e \u003cp\u003e6.2.1 Derivation of Finite Difference Equations 233\u003c\/p\u003e \u003cp\u003e6.2.2 Simulation of Boundaries 239\u003c\/p\u003e \u003cp\u003e6.2.3 Vertical Discretization 239\u003c\/p\u003e \u003cp\u003e6.2.4 Hydraulic Conductance Equations 240\u003c\/p\u003e \u003cp\u003e6.3 MODFLOW-2005 Description 243\u003c\/p\u003e \u003cp\u003e6.3.1 Model Introduction 243\u003c\/p\u003e \u003cp\u003e6.3.2 Space and Time Discretization 245\u003c\/p\u003e \u003cp\u003e6.3.3 External Sources and Stresses 246\u003c\/p\u003e \u003cp\u003e6.3.4 Hydraulic Conductance—Layer-Property Flow (LPF) Package 248\u003c\/p\u003e \u003cp\u003e6.3.5 Solver Packages 251\u003c\/p\u003e \u003cp\u003e6.3.6 Telescopic Mesh Refinement 252\u003c\/p\u003e \u003cp\u003e6.4 Case Study: Using MODFLOW: Lake Five-O, Florida 256\u003c\/p\u003e \u003cp\u003e6.4.1 Finite Difference Grid and Boundary Conditions 256\u003c\/p\u003e \u003cp\u003e6.4.2 Model Calibration and Sensitivity Analysis 256\u003c\/p\u003e \u003cp\u003e6.4.3 Model Results 260\u003c\/p\u003e \u003cp\u003e6.5 Example Applications and Input of MODFLOW 261\u003c\/p\u003e \u003cp\u003eProblems 270\u003c\/p\u003e \u003cp\u003eReferences 271\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7 Hydrologic Processes 273\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction to Surface Water Hydrology 273\u003c\/p\u003e \u003cp\u003e7.1.1 What is Surface Water Hydrology? 273\u003c\/p\u003e \u003cp\u003e7.1.2 The Hydrologic Cycle 273\u003c\/p\u003e \u003cp\u003e7.1.3 Hydrologic Systems 273\u003c\/p\u003e \u003cp\u003e7.1.4 Atmospheric and Ocean Circulation 278\u003c\/p\u003e \u003cp\u003e7.1.5 Hydrologic Budget 280\u003c\/p\u003e \u003cp\u003e7.2 Precipitation (Rainfall) 281\u003c\/p\u003e \u003cp\u003e7.2.1 Precipitation Formation and Types 281\u003c\/p\u003e \u003cp\u003e7.2.2 Rainfall Variability 282\u003c\/p\u003e \u003cp\u003e7.2.3 Disposal of Rainfall on a Watershed 283\u003c\/p\u003e \u003cp\u003e7.2.4 Design Storms 286\u003c\/p\u003e \u003cp\u003e7.2.5 Estimated Limiting Storms 301\u003c\/p\u003e \u003cp\u003e7.3 Evaporation 304\u003c\/p\u003e \u003cp\u003e7.3.1 Energy Balance Method 304\u003c\/p\u003e \u003cp\u003e7.3.2 Aerodynamic Method 307\u003c\/p\u003e \u003cp\u003e7.3.3 Combined Method 309\u003c\/p\u003e \u003cp\u003e7.4 Infiltration 310\u003c\/p\u003e \u003cp\u003e7.4.1 Unsaturated Flow 310\u003c\/p\u003e \u003cp\u003e7.4.2 Green–Ampt Method 313\u003c\/p\u003e \u003cp\u003e7.4.3 Other Infiltration Methods 319\u003c\/p\u003e \u003cp\u003eProblems 321\u003c\/p\u003e \u003cp\u003eReferences 324\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8 Surface Runoff 327\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Drainage Basins and Storm Hydrographs 327\u003c\/p\u003e \u003cp\u003e8.1.1 Drainage Basins and Runoff 327\u003c\/p\u003e \u003cp\u003e8.2 Hydrologic Losses, Rainfall Excess, and Hydrograph Components 331\u003c\/p\u003e \u003cp\u003e8.2.1 Hydrograph Components 333\u003c\/p\u003e \u003cp\u003e8.2.2 F-Index Method 333\u003c\/p\u003e \u003cp\u003e8.2.3 Rainfall-Runoff Analysis 335\u003c\/p\u003e \u003cp\u003e8.3 Rainfall-Runoff Analysis Using Unit Hydrograph Approach 335\u003c\/p\u003e \u003cp\u003e8.4 Synthetic Unit Hydrographs 338\u003c\/p\u003e \u003cp\u003e8.4.1 Snyder’s Synthetic Unit Hydrograph 338\u003c\/p\u003e \u003cp\u003e8.4.2 Clark Unit Hydrograph 339\u003c\/p\u003e \u003cp\u003e8.5 S-Hydrographs 343\u003c\/p\u003e \u003cp\u003e8.6 NRCS (SCS) Rainfall-Runoff Relation 345\u003c\/p\u003e \u003cp\u003e8.7 Curve Number Estimation and Abstractions 347\u003c\/p\u003e \u003cp\u003e8.7.1 Antecedent Moisture Conditions 347\u003c\/p\u003e \u003cp\u003e8.7.2 Soil Group Classification 348\u003c\/p\u003e \u003cp\u003e8.7.3 Curve Numbers 351\u003c\/p\u003e \u003cp\u003e8.8 NRCS (SCS) Unit Hydrograph Procedure 354\u003c\/p\u003e \u003cp\u003e8.8.1 Time of Concentration 355\u003c\/p\u003e \u003cp\u003e8.8.2 Time to Peak 357\u003c\/p\u003e \u003cp\u003e8.8.3 Peak Discharge 357\u003c\/p\u003e \u003cp\u003e8.9 Kinematic Wave Overland Flow Runoff Model 358\u003c\/p\u003e \u003cp\u003e8.10 Computer Models for Rainfall-Runoff Analysis 363\u003c\/p\u003e \u003cp\u003eProblems 365\u003c\/p\u003e \u003cp\u003eReferences 372\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9 Reservoir and Streamflow Routing 375\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Routing 375\u003c\/p\u003e \u003cp\u003e9.2 Hydrologic Reservoir Routing 376\u003c\/p\u003e \u003cp\u003e9.3 Hydrologic River Routing 380\u003c\/p\u003e \u003cp\u003e9.4 Hydraulic (Distributed) Routing 384\u003c\/p\u003e \u003cp\u003e9.4.1 Unsteady Flow Equations: Continuity Equation 385\u003c\/p\u003e \u003cp\u003e9.4.2 Momentum Equation 387\u003c\/p\u003e \u003cp\u003e9.5 Kinematic Wave Model for Channels 390\u003c\/p\u003e \u003cp\u003e9.5.1 Kinematic Wave Equations 390\u003c\/p\u003e \u003cp\u003e9.5.2 U.S. Army Corps of Engineers Kinematic Wave Model for Overland Flow and Channel Routing 392\u003c\/p\u003e \u003cp\u003e9.5.3 KINEROS2 Channel Flow Routing Model 393\u003c\/p\u003e \u003cp\u003e9.5.4 Kinematic Wave Celerity 394\u003c\/p\u003e \u003cp\u003e9.6 Muskingum–Cunge Model 395\u003c\/p\u003e \u003cp\u003e9.7 Implicit Dynamic Wave Model 396\u003c\/p\u003e \u003cp\u003e9.8 Distributed Routing in U.S. Army Corps of Engineers HEC-RAS 398\u003c\/p\u003e \u003cp\u003eProblems 401\u003c\/p\u003e \u003cp\u003eReferences 406\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10 Probability, Risk, and Uncertainty Analysis for Hydrologic and Hydraulic Design 407\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Probability Concepts 407\u003c\/p\u003e \u003cp\u003e10.2 Commonly Used Probability Distributions 410\u003c\/p\u003e \u003cp\u003e10.2.1 Normal Distribution 410\u003c\/p\u003e \u003cp\u003e10.2.2 Log-Normal Distribution 410\u003c\/p\u003e \u003cp\u003e10.2.3 Gumbel (Extreme Value Type I) Distribution 413\u003c\/p\u003e \u003cp\u003e10.3 Hydrologic Design for Water Excess Management 414\u003c\/p\u003e \u003cp\u003e10.3.1 Hydrologic Design Scale 414\u003c\/p\u003e \u003cp\u003e10.3.2 Hydrologic Design Level (Return Period) 416\u003c\/p\u003e \u003cp\u003e10.3.3 Hydrologic Risk 416\u003c\/p\u003e \u003cp\u003e10.3.4 Hydrologic Data Series 417\u003c\/p\u003e \u003cp\u003e10.4 Hydrologic Frequency Analysis 419\u003c\/p\u003e \u003cp\u003e10.4.1 Frequency Factor Equation 419\u003c\/p\u003e \u003cp\u003e10.4.2 Application of Log-Pearson III Distribution 420\u003c\/p\u003e \u003cp\u003e10.4.3 Extreme Value Distribution 425\u003c\/p\u003e \u003cp\u003e10.5 U.S. Water Resources Council Guidelines for Flood Flow Frequency Analysis 425\u003c\/p\u003e \u003cp\u003e10.5.1 Procedure 426\u003c\/p\u003e \u003cp\u003e10.5.2 Testing for Outliers 427\u003c\/p\u003e \u003cp\u003e10.6 Analysis of Uncertainties 430\u003c\/p\u003e \u003cp\u003e10.7 Risk Analysis: Composite Hydrologic and Hydraulic Risk 433\u003c\/p\u003e \u003cp\u003e10.7.1 Reliability Computation by Direct Integration 434\u003c\/p\u003e \u003cp\u003e10.7.2 Reliability Computation Using Safety Margin\/Safety Factor 435\u003c\/p\u003e \u003cp\u003e10.8 Computer Models for Flood-Flow Frequency Analysis 437\u003c\/p\u003e \u003cp\u003eProblems 438\u003c\/p\u003e \u003cp\u003eReferences 441\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11 Hydrologic Design and Floodplain Analysis 443\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Hydrologic Design for Stormwater Management: Storm Sewers Design 443\u003c\/p\u003e \u003cp\u003e11.1.1 Rational Method Design 443\u003c\/p\u003e \u003cp\u003e11.1.2 Risk-Based Design of Storm Sewers 451\u003c\/p\u003e \u003cp\u003e11.2 Hydrologic Design of Stormwater Detention 453\u003c\/p\u003e \u003cp\u003e11.2.1 Why Detention? Effects of Urbanization 453\u003c\/p\u003e \u003cp\u003e11.2.2 Sizing Detention 454\u003c\/p\u003e \u003cp\u003e11.2.3 Detention Basin Routing 455\u003c\/p\u003e \u003cp\u003e11.2.4 Preliminary Sizing of Detention: Modified Rational Method 456\u003c\/p\u003e \u003cp\u003e11.2.5 Infiltration Basin Design 460\u003c\/p\u003e \u003cp\u003e11.3 Floodplain Analysis 461\u003c\/p\u003e \u003cp\u003e11.3.1 Floodplain Analysis Components 461\u003c\/p\u003e \u003cp\u003e11.3.2 Floodplain Hydraulics 464\u003c\/p\u003e \u003cp\u003e11.3.3 Water Surface Profile Computation 468\u003c\/p\u003e \u003cp\u003e11.4 Flood-Control Alternatives 472\u003c\/p\u003e \u003cp\u003e11.4.1 Structural Alternatives 473\u003c\/p\u003e \u003cp\u003e11.4.2 Nonstructural Alternatives 477\u003c\/p\u003e \u003cp\u003e11.4.3 Flood Damage and Net Benefit Estimation 478\u003c\/p\u003e \u003cp\u003e11.5 Urban Flood Management: A Matter of Water Resources Sustainability 480\u003c\/p\u003e \u003cp\u003e11.5.1 Urban Flood Management and Sustainability 480\u003c\/p\u003e \u003cp\u003e11.5.2 Climate Change, Urbanization, and Integrated Management 481\u003c\/p\u003e \u003cp\u003e11.5.3 Developing Countries and Flood Management 482\u003c\/p\u003e \u003cp\u003e11.5.4 Developed Countries and Flood Disasters 482\u003c\/p\u003e \u003cp\u003e11.6 Water Supply for Crop Water Requirements: Evapotranspiration Calculations 483\u003c\/p\u003e \u003cp\u003e11.6.1 Combination Equation 483\u003c\/p\u003e \u003cp\u003e11.6.2 FAO-56 Penman–Monteith Equation 484\u003c\/p\u003e \u003cp\u003e11.6.3 Meteorological Data and Factors 485\u003c\/p\u003e \u003cp\u003e11.6.4 Radiation Calculations 489\u003c\/p\u003e \u003cp\u003e11.6.5 ASCE-EWRI Standardized Penman-Monteith Equation 493\u003c\/p\u003e \u003cp\u003e11.7 Hydrologic Design for Water Supply 494\u003c\/p\u003e \u003cp\u003e11.7.1 Surface Water Reservoir Systems 494\u003c\/p\u003e \u003cp\u003e11.7.2 Storage—Firm Yield Analysis forWater Supply 495\u003c\/p\u003e \u003cp\u003e11.7.3 Reservoir Simulation 503\u003c\/p\u003e \u003cp\u003eProblems 505\u003c\/p\u003e \u003cp\u003eReferences 508\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12 Hydrologic Measurement 511\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Atmosphere-Land Interface 511\u003c\/p\u003e \u003cp\u003e12.1.1 Wind, Humidity, and Solar Radiation 512\u003c\/p\u003e \u003cp\u003e12.1.2 Precipitation 515\u003c\/p\u003e \u003cp\u003e12.1.3 Evaporation 519\u003c\/p\u003e \u003cp\u003e12.1.4 Weather\/Climate Stations 521\u003c\/p\u003e \u003cp\u003e12.1.5 Infiltration 522\u003c\/p\u003e \u003cp\u003e12.2 Discharge Measurement 523\u003c\/p\u003e \u003cp\u003e12.2.1 Weir 523\u003c\/p\u003e \u003cp\u003e12.2.2 Flumes 527\u003c\/p\u003e \u003cp\u003e12.3 Streamflow Measurement 528\u003c\/p\u003e \u003cp\u003e12.3.1 Measuring Stage 528\u003c\/p\u003e \u003cp\u003e12.3.2 Velocity-Area-Integration Method 531\u003c\/p\u003e \u003cp\u003e12.3.3 Acoustic Doppler Current Profiler 533\u003c\/p\u003e \u003cp\u003e12.4 Groundwater Measurement 534\u003c\/p\u003e \u003cp\u003e12.5 Automated Data Acquisition and Transmission Systems 536\u003c\/p\u003e \u003cp\u003e12.6 Hydrologic Monitoring Systems 538\u003c\/p\u003e \u003cp\u003e12.6.1 Urban Stormwater Systems 538\u003c\/p\u003e \u003cp\u003e12.6.2 Flood Early-Warning Systems 541\u003c\/p\u003e \u003cp\u003eProblems 541\u003c\/p\u003e \u003cp\u003eReferences 542\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13 Hydrology of Specific Climates 543\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Hydrology of Arid and Semiarid Climates 543\u003c\/p\u003e \u003cp\u003e13.1.1 Physical Features 543\u003c\/p\u003e \u003cp\u003e13.1.2 Hydrologic Processes 545\u003c\/p\u003e \u003cp\u003e13.1.3 Rainfall Hyetographs for Arabian Gulf States 548\u003c\/p\u003e \u003cp\u003e13.1.4 Design Rainfall Patterns for Arizona 549\u003c\/p\u003e \u003cp\u003e13.1.5 Hydrology of Alluvial Fan Flooding 549\u003c\/p\u003e \u003cp\u003e13.2 Hydrology of Cold Climates 555\u003c\/p\u003e \u003cp\u003e13.2.1 Snowpack, Snow Water Equivalent, and Snowmelt Runoff 556\u003c\/p\u003e \u003cp\u003e13.2.2 Snowmelt—Energy Budget Solutions 558\u003c\/p\u003e \u003cp\u003e13.2.3 Snowmelt—Temperature Index Solutions 561\u003c\/p\u003e \u003cp\u003e13.2.4 Models for Snowmelt Runoff 562\u003c\/p\u003e \u003cp\u003e13.3 Hydrology of Humid Tropical Climates 562\u003c\/p\u003e \u003cp\u003e13.3.1 ENSO: El Ni~no-Southern Oscillation 563\u003c\/p\u003e \u003cp\u003e13.3.2 Rainfall for Drainage Design 565\u003c\/p\u003e \u003cp\u003e13.3.3 Rainfall Interception—Vegetation Canopy 567\u003c\/p\u003e \u003cp\u003e13.4 Introduction to Watershed Hydrology Models 569\u003c\/p\u003e \u003cp\u003e13.4.1 What are Watershed Models? 570\u003c\/p\u003e \u003cp\u003e13.4.2 Classification of Watershed Models 571\u003c\/p\u003e \u003cp\u003e13.4.3 Distributed Model Spatial Configurations 572\u003c\/p\u003e \u003cp\u003e13.4.4 Discussion of Selected Models 573\u003c\/p\u003e \u003cp\u003eReferences 574\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix A Control Volume Approach for Hydrosystems 577\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eContinuity 580\u003c\/p\u003e \u003cp\u003eEnergy 581\u003c\/p\u003e \u003cp\u003eMomentum 583\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix B NWS Precipitation Frequency Documents 585\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix C U.S. Army Corps of Engineers HEC-HMS 589\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eWatershed and Meteorological Description 589\u003c\/p\u003e \u003cp\u003eExample Application 591\u003c\/p\u003e \u003cp\u003eReferences 597\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendix D U.S. Army Corps of Engineers HEC-RAS 599\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eHEC-RAS Model Features 599\u003c\/p\u003e \u003cp\u003eCross-Sections 599\u003c\/p\u003e \u003cp\u003eCross-Section Description for Conveyance Calculation 600\u003c\/p\u003e \u003cp\u003eCross-Section Interpolation 600\u003c\/p\u003e \u003cp\u003eCross-Sections at Junctions 601\u003c\/p\u003e \u003cp\u003eBridge Description 601\u003c\/p\u003e \u003cp\u003eEncroachment Methods Floodplain Analysis 602\u003c\/p\u003e \u003cp\u003eReference 606\u003c\/p\u003e \u003cp\u003e\u003cb\u003eIndex\u003c\/b\u003e\u003c\/p\u003e\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eSubject Areas: Civil engineering, surveying \u0026amp; building [\u003ca title=\"See our other books on Civil engineering, surveying \u0026amp; building\" href=\"https:\/\/freshlyprintedbooks.co.uk\/search?q=%22Civil%20engineering,%20surveying%20\u0026amp;%20building%20%5BTN%5D%22\"\u003eTN\u003c\/a\u003e]\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\u003c\/font\u003e","brand":"Wiley","offers":[{"title":"Brand New","offer_id":52257148141848,"sku":"9780470169872","price":197.96,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0730\/2037\/5320\/files\/9780470169872.jpg?v=1781277643","url":"https:\/\/freshlyprintedbooks.co.uk\/products\/ground-and-surface-water-hydrology-hardback-9780470169872","provider":"Freshly Printed Books","version":"1.0","type":"link"}