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Stormwater management for land development:methods and calculations for quantity control
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STORMWATER MANAGEMENT
FOR LAND DEVELOPMENT
Stormwater Management for Land Development: Methods and Calculations for Quantity Control. Thomas A. Seybert © 2006 John Wiley & Sons, Inc. ISBN: 978-0-471-72177-2
STORMWATER
MANAGEMENT FOR
LAND DEVELOPMENT
Methods and Calculations for
Quantity Control
THOMAS A. SEYBERT
JOHN WILEY & SONS, INC.
This book is printed on acid-free paper.
Copyright 2006 by John Wiley & Sons, Inc. All rights reserved.
Published by John Wiley & Sons, Inc., Hoboken, New Jersey
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Library of Congress Cataloging-in-Publication Data:
Seybert, Thomas A.
Stormwater management for land development: methods and calculations for quantity
control / Thomas A. Seybert.
p. cm.
ISBN-13: 978-0-471-72177-2 (cloth)
ISBN-10: 0-471-72177-8 (cloth)
1. Urban runoff—Management. 2. Land use—Environmental aspects. 3. Water
quality management. I. Title.
TD657.S49 2006
628.2—dc22
2006000885
Printed in the United States of America
10 9 8 7 6 5 4 3 2 1
To my loving wife and best friend, Chris
vii
CONTENTS
PREFACE xi
ACKNOWLEDGMENTS xv
1 INTRODUCTION TO STORMWATER MANAGEMENT 1
1.1 Introduction / 1
1.2 Effect of Land Development / 1
1.3 Stormwater Design Criteria / 2
1.4 Comprehensive and Innovative Design / 4
1.5 Book Organization / 8
2 FLUID PROPERTIES AND BASIC STATICS 11
2.1 Introduction / 11
2.2 Units / 12
2.3 Fluid Properties / 15
2.4 Pressure / 20
2.5 Forces on Submerged Objects / 26
2.6 Buoyant Force / 31
3 FLUID FLOW 34
3.1 Introduction / 34
3.2 Flow Rate / 35
3.3 Conservation of Mass / 37
viii CONTENTS
3.4 Energy Methods / 40
3.5 Bernoulli Equation / 43
3.6 Energy Losses / 47
3.7 General Energy Equation / 56
3.8 The Orifice / 58
4 OPEN CHANNEL FLOW 66
4.1 Introduction / 66
4.2 Flow Classifications / 67
4.3 Hydraulic Radius and Depth / 69
4.4 Flow Behavior / 71
4.5 Steady Uniform Flow / 73
4.6 Specific Energy and Critical Depth / 82
4.7 Channel Sizing / 86
4.8 Circular Conduits Flowing Full or Partially Full / 88
4.9 The Weir / 90
5 HYDROLOGY, WATERSHEDS, AND SOILS 98
5.1 Introduction / 98
5.2 The Hydrologic Cycle and Water Budget / 99
5.3 Watersheds / 102
5.4 Soils and Infiltration / 111
5.5 Watershed versus Site Hydrology / 116
6 RAINFALL 120
6.1 Introduction / 120
6.2 Rainfall Characteristics / 121
6.3 VDF and IDF Charts / 126
6.4 Design Storms / 130
7 TRAVEL TIME 145
7.1 Introduction / 145
7.2 Time of Concentration / 145
7.3 Sheet Flow / 148
7.4 Concentrated Flow / 153
7.5 Mixed Sheet and Concentrated Flow / 157
7.6 Channel or Pipe Flow / 162
7.7 Segmental Flow Analysis / 164
CONTENTS ix
7.8 NRCS Segmental Method / 169
7.9 NRCS Lag Equation / 171
7.10 Comparison of Methods / 173
8 RUNOFF DEPTH AND PEAK FLOW 179
8.1 Introduction / 179
8.2 Runoff Curve Number Method / 180
8.3 NRCS Graphical Peak Discharge Method / 197
8.4 Rational Peak Flow / 204
9 HYDROGRAPHS 215
9.1 Introduction / 215
9.2 Unit Hydrograph Concepts / 217
9.3 NRCS Dimensionless Unit Hydrograph / 224
9.4 Delmarva Unit Hydrograph / 234
9.5 NRCS Tabular Hydrograph / 236
9.6 Rational Hydrograph / 247
10 ROUTING METHODS 257
10.1 Introduction / 257
10.2 Channel Routing / 258
10.3 Muskingum Channel Routing / 260
10.4 Muskingum-Cunge Channel Routing / 269
10.5 Modified Puls Basin Routing / 272
11 DRAINAGE CONVEYANCE AND CONTROL 284
11.1 Introduction / 284
11.2 Swales and Open Channels / 285
11.3 Storm Sewer Design / 296
11.4 Culverts / 312
12 MULTIPLE-EVENT DETENTION DESIGN 326
12.1 Introduction / 326
12.2 Detention Volume Estimates / 327
12.3 Multiple-Stage Outlet Flow Analysis / 332
12.4 Storage and Outlet Design Procedure / 337
12.5 Design Example / 339
x CONTENTS
APPENDIX A DEVELOPMENT OF THE MANNING EQUATION 358
APPENDIX B DEVELOPMENT OF THE MUSKINGUM ROUTING
EQUATIONS 361
APPENDIX C DETAILED CALCULATIONS FOR EXAMPLE 11.4 364
APPENDIX D MOODY DIAGRAM 367
INDEX 369
xi
PREFACE
Stormwater Management for Land Development: Methods and Calculations
for Quantity Control, was written in response to the need for a book that
covers the basic methods of hydraulics and hydrology used in land development design. The structure of the book is placed in three segments: fluid
mechanics and hydraulics, watershed analysis and basic hydrologic methods,
and stormwater design for conveyance and detention. The book is intended
as a text for engineering and engineering technology students at the baccalaureate level. It is specifically written for academic programs where a single
fluid mechanics and hydrology course is used to present stormwater management methods. In addition to academic use, the text is intended as a desktop
reference for professionals engaged in stormwater runoff calculations, conveyance design, and detention design. It is recognized that in professional
practice, the majority of stormwater calculations are done with specialized
commercial software. However, the practitioner must understand the methods
behind the software, and this book explains the origin and application of many
of these computerized methods.
The need for a texbook like this became apparent to me while teaching
portions of the Penn State University continuing education short course titled
Computational Methods in Stormwater Management. The short course, which
was first started in 1978 by hydrology faculty in the Department of Civil
Engineering at Penn State, is intended for consulting engineers, municipal
engineers, landscape architects, surveyors, and other professionals engaged in
the design or review of stormwater management plans. I joined the short
course teaching staff in 1984, and many attendees would ask me to recommend a single reference that includes basic coverage of hydraulic and hydrologic methods in stormwater design. I was not aware of any single book that
xii PREFACE
would fill the need. For the short course, notes in a three-ring binder were
prepared and distributed to the attendees as their stormwater reference. These
notes were developed by various graduate students and faculty at Penn State,
and I developed four or five of the sections over the years. In time, accumulation of the sections that I wrote created the foundation for part of this
book, mainly the hydrology chapters.
In Pennsylvania, Maryland, and a few other states, surveyors and surveying
engineers are allowed, by law, to practice stormwater management design,
mainly in connection with subdivision of land for housing or commercial
development. In these states, there is a need for continuing education of surveyors to gain the skills necessary to complete reasonable stormwater design
with accepted hydraulic and hydrologic methods. To fill this need, I, and my
mentor and colleague Gert Aron, developed a set of workshops to cover basic
hydraulics and hydrology for surveyors engaged in land development design.
The workshops also serve as an exam review for surveyors-in-training who
are getting ready to sit for their registration exam. The workshops have been
offered over the past 15 years at the Pennsylvania Society of Land Surveyors
State Conference, held annually in Hershey, PA. Notes developed for use in
this workshop have served as the framework for several parts of this book,
mainly the fluid mechanics and hydraulics chapters.
In 1996, I became a faculty member in the Surveying Program, College of
Engineering, at Penn State University, Wilkes-Barre campus. One of my immediate duties was to create a course in stormwater management that would
be appropriate for baccalaureate surveying graduates who intended to practice
surveying in Pennsylvania. A three credit elective course was developed in
1997, and after two modifications, it evolved into a three credit course that
contains fifteen weeks of instruction, with the first five weeks focusing on
fluid mechanics and hydraulics, the next seven weeks focusing on hydrologic
methods, and the last three weeks focusing on stormwater design. I knew that
a good textbook for this course was not available, so I began to write a
textbook in the Fall of 1998. During each course offering I would try to write
a new chapter, and use the draft chapters as a class reference. After a few
years of this approach, I had five chapters written, with about seven to go.
The following year I was awarded a sabbatical, and during the sabbatical
year, I finished the manuscript.
This book covers common methods used in stormwater design for quantity
control. The book does not cover design for other stormwater topics such as
water quality, groundwater recharge, and stream bank erosion. The original
outline of topics for this book did include chapters on innovative methods in
stormwater management and stormwater design with best management practices. Unfortunately, these chapters were dropped as the deadline for the manuscript approached. This kept the entire focus of the book on stormwater
quantity claculations, which is probably for the better. If inspiration and time
come my way, a companion text may be written dealing with these other
issues. For now, I plan to concentrate on maintaining and improving this text.
PREFACE xiii
As with any first publication of a technical book, it has been my experience
that, even with the closest checking and double checking, some errors will
most likely exist in the printed manuscript. As the author, I am responsible
for these errors. Questions about the text and possible errata should be directed to me. Example problems have been checked for numerical accuracy,
yet it is difficult to discover all errors. Hopefully, the context of a concept
will be clear enough such that errors will not impede the understanding of a
concept, but simply cause the reader to examine the topic a bit closer.
THOMAS A. SEYBERT
Wilkes-Barre, Pennsylvania
xv
ACKNOWLEDGMENTS
During the time it took me to complete this book, several people were very
helpful and encouraging through the process. First and foremost, I am blessed
with a very supportive and loving wife, and two wonderful children Beth and
Ben. There were many long hours during evenings, weekends, and early
mornings during the writing, when I was not able to be with my three favorite
people. For their patience, understanding and encouragement, I am very grateful. I also wish to acknowledge my father and mother. They taught me how
to embrace work and persevere through a task.
Encouragement for pursuing the book came from several engineering faculty at Penn State Wilkes-Barre. However, the most helpful faculty encouragement came from Chuck Ghilani, Professor of Engineering in the Surveying
Program, who, at the time, was in the process of writing his second book for
surveying students and professionals. We had many discussions about the
book writing process, and these discussions made me realize that I could
write a textbook if I put my mind to it. Early draft versions of the manuscript
were used and reviewed by baccalaureate students in surveying. Many of the
practice problems and example problems were solved by these students. Irene
Stubb, staff assistant, read several chapters for grammatical errors and also
prepared, in part, some of the tables in the text. Several other chapters were
reviewed for format and grammar by my wife, Chris. All through the writing
process, she was always willing to help, even at times when she had a dozen
other things to do to keep our household running smoothly.
Much of the research for writing this book was performed through the
Penn State Library System. Marcia Nelson and Matthew O’Conner, library
staff at Penn State Wilkes-Barre, were very helpful in finding reference ma-
xvi ACKNOWLEDGMENTS
terial, particularly some of the very old documents dating back to the late
nineteenth and early twentieth centuries.
The manuscript was reviewed in its entirety by Gert Aron, Professor Emeritus of Civil Engineering, Penn State University. He provided several very
good suggestions on content and organization. Jim Harper, book editor, and
Elizabeth Cepeda, production editor of the Wiley Publishers staff, were very
helpful and pleasant during the writing and production process.
Last and not least, I would like to thank my faithful writing companion,
Ramsey, our Australian cattle dog. Through all those long hours of writing,
he stayed with me—usually sleeping on the floor near my feet—keeping me
company while I typed.
1
CHAPTER 1
INTRODUCTION TO
STORMWATER MANAGEMENT
1.1 Introduction 1
1.2 Effect of Land Development 1
1.3 Stormwater Design Criteria 2
1.4 Comprehensive and Innovative
Design 4
1.5 Book Organization 8
1.1 INTRODUCTION
Whenever rainfall hits the surface of the Earth, one of several things will
happen. The rainfall may wet a dry surface, cling to that surface, and evaporate after the rainfall event ends. It may collect and be held in a surface
depression where it will infiltrate slowly into the Earth’s subsurface. It may
infiltrate directly into the soil, wetting and saturating the soil and subsurface,
eventually adding to the local groundwater supply. It also may be repelled by
a saturated soil or impervious surface and gathered to form surface runoff.
This last possibility of rainfall transforming into surface runoff is a critical
issue in land development. When land is developed, the site will respond
differently to rainfall. The change is usually dramatic, with increases in runoff
rates and runoff volumes. Stormwater management is that specialized field of
science and engineering that is applied to minimize, control, and remediate
the effects of land-use change on a watershed or land development site.
1.2 EFFECT OF LAND DEVELOPMENT
The development of land to construct industrial facilities, businesses, and
homes involves land-use change that transforms pervious surfaces of woods,
Stormwater Management for Land Development: Methods and Calculations for Quantity Control. Thomas A. Seybert © 2006 John Wiley & Sons, Inc. ISBN: 978-0-471-72177-2