Computer applications in hydraulic engineering : connecting theory to practice (Record no. 56065)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 08660 a2200169 4500 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9781934493168 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 620.00420285 |
| 245 ## - TITLE STATEMENT | |
| Title | Computer applications in hydraulic engineering : connecting theory to practice |
| 250 ## - EDITION STATEMENT | |
| Edition statement | Ed.8 |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | Pennsylvania |
| Name of publisher, distributor, etc | Bentley Institute Press |
| Date of publication, distribution, etc | 2013 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xviii,429p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Contributing Authors xi<br/>Revision History xiii<br/>Contacting Bentley xv<br/>Foreword xvii<br/>CHAPTER 1 BASIC HYDRAULIC PRINCIPLES 1<br/>1.1 General Flow Characteristics 1<br/>System of Units 1<br/>Flow Rate and Velocity 1<br/>Area, Wetted Perimeter, and Hydraulic Radius 2<br/>Flow Conveyance 3<br/>Steady Flow 4<br/>Uniform Flow 4<br/>Laminar Flow, Turbulent Flow, and Reynolds Number 5<br/>1.2 Energy 7<br/>The Energy Principle 7<br/>The Energy Equation 8<br/>Hydraulic Grade 8<br/>Energy Grade 9<br/>Energy Losses and Gains 9<br/>1.3 Friction Losses 10<br/>Manning's Equation 11<br/>Chezy's (Kutter's) Equation 11<br/>Hazen-Williams Equation 12<br/>Darcy-Weisbach (Colebrook-White) Equation 12 <br/>Typical Roughness Factors 13<br/>1.4 Pressure Flow 14<br/>1.5 Open-Channel Flow 16<br/>Specific Energy and Critical Flow 16<br/>1.6 Orifices and Weirs 19<br/>Orifices 20<br/>Weirs 22<br/>1.7 Computer Applications 26<br/>1.8 FlowMaster 27<br/>1.9 Tutorial Example 28<br/>Tutorial 1 - Open Channels 28<br/>Tutorial 2- Pressure Pipes 30<br/>1.10 Problems 34<br/>CHAPTER 2 BASIC HYDROLOGY 39<br/>2.1 Rainfall 39<br/>Basic Rainfall Characteristics 39<br/>Return Period and Frequency 39<br/>Types of Rainfall Data 40<br/>2.2 Rainfall Abstractions and Runoff Volume 49<br/>Watershed Area 49<br/>Rainfall Abstractions 50<br/>Determining Runoff Volume 51<br/>Horton Infiltration Equation 52<br/>Runoff Coefficient 55<br/>NRCS (SCS) Curve Number Method 57<br/>2.3 Computing Peak Runoff Flow Rate 64<br/>Time of Concentration 64<br/>The Rational Method 69<br/>NRCS (SCS) Peak Flow Estimation 73<br/>2.4 Computing Hydrographs 79<br/>Creating Runoff (Effective Rainfall) Hyetographs 80<br/>Unit Hydrographs 83<br/>Discrete Convolution 90<br/>2.5 Problems 95<br/>CHAPTER 3 INLETS, GRAVITY PIPING SYSTEMS,<br/>AND STORM SEWER DESIGN 97<br/>3.1 Inlet Design Overview 97<br/>3.2 Gutter Sections on Grade 98<br/>3.3 Inlets on Grade 100<br/>Grate Inlets on Grade 100<br/>Curb Inlets on Grade 102<br/>Combination Inlets on Grade 103<br/>3.4 Inlets in Sag 104<br/>3.5 Inlet Design Overview 107<br/>Inlet and Gutter Problems Using FlowMaster 107<br/>Inlet and Gutter Network Problems Using StormCAD 108<br/>3.6 Gradually Varied Flow 108<br/>Flow Classification 109<br/>Energy Balance 112<br/>3.7 Mixed Flow Profiles 113<br/>Sealing Conditions 113<br/>Rapidly Varied Flow 113<br/>3.8 Storm Sewer Applications 114<br/>Hydrology Model. 114<br/>3.9 StormCAD 116<br/>How Can You Use StormCAD? 116<br/>Analysis and Design 117<br/>Profiles 117<br/>3.10 Tutorial Examples 117<br/>Tutoriall-Design of a Network with Auto Design 117<br/>3.11 Problems 128<br/>CHAPTER 4 CULVERT HYDRAULICS 143<br/>4.1 Culvert Systems 143<br/>Culvert Hydraulics 144<br/>4.2 Outlet Control Hydraulics 144<br/>Friction Losses 146<br/>Entrance Minor Loss 146<br/>Exit Minor Loss 148<br/>Gradually Varied Flow Analysis 148<br/>4.3 Inlet Control Hydraulics 148<br/>Unsubmerged Flow 150<br/>Submerged Flow 150<br/>4.4 CulvertMaster 153<br/>How Can You Use CulvertMaster? 153<br/>4.5 Tutorial Example 154<br/>4.6 Problems 157<br/>CHAPTER 5 DETENTION POND DESIGN 161<br/>5.1 Overview of Stormwater Detention 161<br/>5.2 Basic Design Considerations 162<br/>Pre-Development versus Post-Development Criteria and Recurrence Frequency 162<br/>Types and Configurations of Stormwater Detention<br/>Facilities 163<br/>5.3 Detention Pond Modeling Concepts 164<br/>5.4 Components of Detention Facilities 166<br/>Dam Embankments 166<br/>Freeboard 166<br/>Pond Bottoms and Side Slopes 167<br/>Outlet Structures 167<br/>Overflow Spillways 168<br/>5.5 Routing Data: Storage and Hydraulic Relationships 168<br/>Stage versus Storage Volume 168<br/>Stage versus Discharge 173<br/>Composite Stage versus Discharge Relationships 177<br/>5.6 Storage Indication Method 181<br/>5.7 Stormwater Detention Analysis Procedure 185<br/>5.8 PondPack 191<br/>What Is PondPack? 191<br/>How Can You Use PondPack for Windows? 191<br/>5.9 Tutorial Example 192<br/>Tutoriai2-Design a Detention Pond for a Small<br/>Development 198<br/>5.10 Problems 211<br/>CHAPTER 6 PRESSURE PIPING SYSTEMS AND<br/>6.1 WATER QUALITY ANALYSIS 215<br/>Pressure Systems 215<br/>Water Demands 215<br/>6.2 Energy Losses 219<br/>Friction Losses 219<br/>Minor Losses 219<br/>6.3 Energy Gains-Pumps 222<br/>Variable-Speed Pumps 222<br/>Constant Horsepower Pumps 223<br/>6.4 Control Valves 224<br/>Check Valves (CVs) 224<br/>Flow Control Valves (FCVs) 225<br/>Pressure Reducing Valves (PRVs) 225<br/>Pressure Sustaining Valves (PSVs) 225<br/>Pressure Breaker Valves (PBVs) 225<br/>Throttle Control Valves (TCVs) 225<br/>6.5 Pipe Networks 225<br/>Conservation of Mass-Flows and Demands 226<br/>Conservation of Energy 227<br/>6.6 Network Analysis 227<br/>Steady-State Network Hydraulics 227<br/>Extended- Period Simulation 228<br/>6.7 Water Quality Analysis 228<br/>Age 228<br/>Trace 229<br/>Constituents 229<br/>Initial Conditions 230<br/>Numerical Methods 231<br/>Discrete Volume Method 231<br/>Time-Driven Method 232<br/>6.8 Automated Optimization 232<br/>Model Calibration 233<br/>System Design 234<br/>6.9 WaterGEMS 234<br/>What Does WaterGEMS Do? 234<br/>How Can You Use WaterGEMS? 235<br/>6.9 Tutorial Example 236<br/>Tutorial 1 -Three Pumps in Parallel. 236<br/>Tutorial 2- Water Quality 243<br/>Tutorial 3- Pumping Costs 253<br/>Tutorial 4- Pipe Sizing using Darwin Designer 254<br/>Tutorial 5 -Model Calibration using Darwin Calibrator 259<br/>6.10 Problems 262<br/>CHAPTER 7 HYDRAULIC TRANSIENTS IN DISTRIBUTION SYSTEMS 279<br/>7.1 Hydraulic Transients 279<br/>Transient Flow 280<br/>Common Causes 282<br/>7.2 Hydraulic Transient Theory 282<br/>General Modeling Equations 283<br/>Speed and Pressure of Transients 284<br/>7.3 Minimizing Transients in Systems 288<br/>Design Strategies 288<br/>Protection Devices 289<br/>7.4 Modeling Hydraulic Transients 291<br/>7.5 Hammer 293<br/>What Does HAMMER Do? 293<br/>7.6 Tutorial Example 293<br/>7.7 Problems 302<br/>CHAPTER 8 SANITARY SEWER DESIGN 305<br/>8.1 Sanitary Sewer Systems 305<br/>Common Sanitary Sewer Elements 306<br/>8.2 Loading 307<br/>Common Load Types 307<br/>Sanitary Unit Loading 309<br/>Extreme Flow Factors 311<br/>Common Variable Peaking Factors (PF) 311<br/>Wet-Weather Loading 313<br/>8.3 Extended-Period Simulations 314<br/>Overview 314<br/>Routing Overview 315<br/>Hydrologic and Hydraulic Time Steps 317<br/>8.4 SewerCAD 317<br/>What Does SewerCAD Do? 317<br/>How Can You Use SewerCAD? 318<br/>8.5 Tutorial Examples 319<br/>Tutorial!- Pump Size for Peak Flows 319<br/>Tutorial2- 24-Hour Simulation of Dry Weather Flow 329<br/>Tutorial 3 - Constructing a Profile 336<br/>8.6 Problems 338<br/>CHAPTER 9 DYNAMIC MODELING 349<br/>9.1 Introduction 349<br/>9.2 Dynamic Modeling 350<br/>St Venant Equations 350<br/>Numerical Solution 352<br/>Initial and Boundary Conditions 353<br/>9.3 Hydrograph Routing Effects 354<br/>9.4 Simplified Routing Models 355<br/>Diffusion Wave 356<br/>Kinematic Wave 357<br/>Muskingum Routing 357<br/>Muskingum-Cunge Method 358<br/>9.5 Why Use an Unsteady Flow Model? 359<br/>9.6 SewerGEMS 360<br/>What Does SewerGEMS Do? 360<br/>How Can You Use SewerGEMS? 361<br/>9.7 Tutorial Examples 362<br/>Tutorial 1 - Stormwater Conveyance System Performance 362<br/>Tutorial 2 - Pump Stations and Force Mains in a<br/>Sanitary Sewer System 371<br/>9.8 Problems 378<br/>APPENDIX A BENTLEY SYSTEMS SOFTWARE 393<br/>A .l Software Packages 393<br/>A.2Software Installation and Licensing 394<br/>Installing and Activating the Software 395<br/>Checking Out Licenses for Disconnected Use 395<br/>Installation for the MicroStation, AutoCAD, or<br/>ArcGIS Platform 396<br/>Troubleshooting 396<br/>Technical Support 397<br/>A.3 General Tips and Common Tools 397<br/>Online Help 397<br/>Graphical Editor 398<br/>Table Manager and Table Customization 399<br/>FlexUnits 401<br/>APPENDIX B SCENARIO MANAGEMENT 405<br/>B.1 Overview 405<br/>B.2 About This Appendix 406<br/>B.3 Before Haestad Methods: Distributed Scenarios 406<br/>B.4 With Haestad Methods: Self-Contained Scenarios 407<br/>B.5 The Scenario Cycle 407<br/>Scenario Anatomy: Attributes and Alternatives 407<br/>A Familiar Parallel 408<br/>B.6 Scenario Behavior: Inheritance 409<br/>Overriding Inheritance 410<br/>Dynamic Inheritance 410<br/>When Are Values Local, and When Are They Inherited? 411<br/>Minimizing Effort through Attribute Inheritance 411<br/>Minimizing Effort through Scenario Inheritance 412<br/>B.7 A Water Distribution Example 413<br/>Building the Model (Average Day Conditions) 414<br/>Analyzing Different Demands (Maximum Day Conditions) 414<br/>Another Set of Demands (Peak Hour Conditions) 415<br/>Correcting an Error 415<br/>Analyzing Improvement Suggestions 416<br/>Finalizing the Project 417<br/>INDEX 419<br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/> |
| 600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 51307 |
| 890 ## - Country | |
| Country | USA |
| 891 ## - Topic | |
| Topic | Gratis |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Shelving location | Date acquired | Source of acquisition | Cost, normal purchase price | Total Checkouts | Full call number | Barcode | Date last seen | Cost, replacement price | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | CEPT Library | CEPT Library | Reference | 30/07/2019 | Gratis | 0.00 | 620.00420285 | 021005 | 10/08/2019 | 10440.00 | 02/05/2019 | Reference Books |