spacing graphic spacing graphic spacing graphic spacing graphic spacing graphic spacing graphic spacing graphic spacing graphic
Water Resources Publications Water Resources Publications spacing graphic
Water Resources Publications WRP Titles Order Books Order HYFRAN+ Suggested Links Search Website Home Page
spacing graphic

AGWHH Book image

Excellent textbook dealing with latest developments in: (a) new concepts to analyze the urban catchment hydrology for storm runoff predictions, (b) innovative methods to estimate the street allowable capacities to convey storm runoff, and (c) useful computer models to simulate flow movements in inlets and sewers.

Title: Street Drainage Design and Modeling

Author: James C.Y. Guo, PhD, P.E. Professor
Specifications: Soft Cover, 158 pp

ISBN -13: 9781887201919

Price: US $75
Cat No: SDDM

Download Free Software

From the TABLE OF CONTENTS

Order


DESCRIPTION

This book deals with the latest developments in: (a) new concepts to analyze the urban catchment hydrology for storm runoff predictions, (b) innovative methods to estimate the street allowable capacities to convey storm runoff, and (c) useful computer models to simulate flow movements in inlets and sewers. These new concepts include the revised Rational method to quantify the flow increases due to urban development and is an imperviousness-based approach to reflect the impact of urbanization on the increase of peak flow. In addition, the decay-based clogging factor was presented in this book for single to multiple inlets. As a recommended in the new approach, the clogging factor shall be applied to the length for weir flows or to the area for orifice flows. In this book, it is recommended that the flow capacity in a street be evaluated by the gutter-full flow capacity with a discharge reduction.

Photos and figures illustrate how and why the engineering approaches were derived from and applied to street drainage designs. More than 100 real world design examples are used to illustrate the methods and procedures. Many design procedures presented in this book have been converted into Excel Spread Sheets.

The latest computer model of UDSEWER is introduced in this book as an efficient tool to design a sewer system using the mixed flows among open channel flow, surcharge flow, and pressure flow in a system. It calculates hydraulic and energy grade lines with consideration of friction loss, bend loss, jump loss, and manhole loss. On top of flow hydraulics, UDSEWER summarizes the excavated earth volumes for the entire sewer system for future cost estimation. These efficient tools can be downloaded free-of-charge from the website: www.udfcd.org.

This book has been developed for graduate classes and senior design courses and many of the design methods documented in it have been adopted as the recommended design procedures by Denver, Las Vegas, and Sacramento metropolitan areas in the United States. For additional information, go to: www.udfcd.org..


TABLE OF CONTENTS [top]

FOREWORD
ACKNOWLEDGEMENTS


CHAPTER 1 - STREET DRAINAGE SYSTEM
1.1. - DRAINAGE FACILTIES
1.2. - MINOR AND MAJOR SYSTEMS
1.3. - STREET CLASSIFICATIONS
1.4. - RECOMMENDED DESIGN CRITERIA
1.5. - CLOSING
1.6. - HOMEWORK
1.7. - REFERENCES

CHAPTER 2 - PRECIPITATION AND RAINFALL STATISTICS
2.1. - HYDROLOGIC CYCLE
2.2. - HYDROLOGIC LOSSES
2.3. - RAIN GAGE
2.4. - RAINFALL TIME-DISTRIBUTION
2.5. - RAINFALL DURATION-DISTRIBUTION
2.6. - HYDROLOGIC FREQUENCY ANALYSIS
2.7. - STATISTICAL APPROACH
2.8. - RAINFALL-INTENSITY-FREQUENCY (IDF) CURVE
2.9. - CLOSING
2.10. - HOMEWORK
2.11. - REFERENCES

CHAPTER 3 - STREET HYDROLOGY
3.1. - PEAK RUNOFF PREDICTION
3.2. - MIXED LAND USE
3.3. - DESIGN RAINFALL
3.4. - TIME OF CONCENTRATION
3.4.1. - Overland Flow Time
3.4.2. - Swale Flow Time
3.4.3. - Channel Flow Time
3.4.4. - Computed Time of Concentration
3.4.5. - Design Time of Concentration
3.5. - MULTIPLE WATERSHEDS
3.6. - CLOSING
3.7. - HOMEWORK
3.8. - REFERENCES

CHAPTER 4 - STREET CONVEYANCE HYDRAULICS
4.1. - STREET HYDRAULIC CONVEYANCE CAPACITY
4.1.1. - Straight Cross Section
4.1.2. - Composite Street Section
4.2. - TRAFFIC SAFETY WITH RUNOFF ON STREET
4.3. - DISCHARGE REDUCTION METHOD
4.4. - ALLOWABLE STREET HYDRAULIC CONVEYANCE CAPACITY

CHAPTER 5 - STREET STORAGE CAPACITY
5.1. - STORM WATER DETENTION VOLUME
5.2. - STREET DEPRESSION STORAGE CAPACITY
5.3. - CLOSING
5.4. - HOMEWORK
5.5. - REFERENCES

CHAPTER 6 - INLET HYDRAULICS
6.1. - TYPES OF INLET
6.1.1. - Grate Inlet
6.1.2. - Curb-opening Inlet
6.1.3. - Combination Inlet
6.1.4. - Slotted Inlet
6.2. - INLET HYDRAULICS

 

6.3. - DETERMINATION OF DESIGN DISCHARGE
6.4. - CLOGGING FACTOR
6.5. - GRATE INLET ON A CONTINUOUS GRADE
6.6. - GRATE INLET IN A SUMP
6.7. - CURB OPENING ON A GRADE
6.8. - CURB-OPENING INLET IN A SUMP
6.9. - SLOTTED INLET
6.10. - COMBINATION INLET
6.11. - CARRYOVER FLOW
6.12. - CLOSING
6.13. - HOMEWORK
6.14. - REFERENCES

CHAPTER 7 - STORM SEWER SYSTEM DESIGN
7.1. - LAYOUT OF STORM SEWER SYSTEM
7.2. - VERTICAL PROFILE
7.3. - MANHOLE IN SEWER SYSTEM
7.4. - INCOMING LATERALS
7.5. - CLASSIFICATION OF SEWES
7.6. - SEWER SIZING
7.6.1. - Circular Sewer
7.6.2. - Arch (Elliptical) Sewer Hydraulics
7.6.3. - Box Sewer Hydraulics
7.7. - DESIGN CONSTRAINTS
7.8. - DESIGN PROCEDURES
7.9. - DESIGN DISCHARGE
7.10. - CASE STUDY
7.11. - HOMEWORK
7.12. - REFERENCES

CHAPTER 8 - EVALUATION anD COST FOR SEWER SYSTEM
8.1. - SEWER-MANHOLE ELEMENT
8.2. - SEWER HYDRAULICS
8.2.1. - Energy Analysis from Section 1 to Section 2
8.2.2. - Energy Analysis from Section 2 to Section 3.
8.2.3. - HGL Analysis from Sections 3 to 4
8.3. - MANHOLE HYDRAULICS
8.4. - SEWER TRENCH
8.5. - CLOSING
8.6. - HOMEWORK
8.7. - REFERENCES

CHAPTER 9 - INTRO TO COMPUTER MODEL: UDSEWER
9.1. - INTRODUCTION
9.2. - GETTING STARTED (INSTALLATION)
9.3. - HOW TO START UDSEWER
9.4. - INPUTS TO UDSEWER
9.4.1. - Setting the Global Properties
9.4.2. - Input of Design Rainfall
9.4.3. - Manhole-Sewer Graphic Inputs
9.4.4. - Manhole Input Data
9.4.5. - Sewer Input Data
9.5. - EXECUTION OF INPUT FILE
9.5.1. - Data Consistency Check
9.5.2. - How to Run UDSEWER
9.6. - FILE MANAGEMENT
9.7. - GRAPHIC DISPLAY
9.8. - TROUBLESHOOTING

CHAPTER 10 - STREET DRAINAGE PROJECT WORKSHOP ON UDSEWER
10.1. - PROJECT STUDY
10.2. - CASE STUDY
10.3. - HOMEWORK



Home | Titles | Order Books | Order HYFRAN+ | Links | Search Website

© Copyright 2014. Water Resource Publications, LLC. All rights reserved.
USA and Canada - Phone: 800-736-2405 / Fax: 800-616-1971 <><><> All Other Countries - Phone: 720-873-0171 / Fax: 720-873-0173
E-mail: