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M. Hanif Chaudhry - Open-Channel Flow

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M. Hanif Chaudhry Open-Channel Flow
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Open Channel Flow, 2nd edition is written for senior-level undergraduate and graduate courses on steady and unsteady open-channel flow. The book is comprised of two parts: Part I covers steady flow and Part II describes unsteady flow. The second edition features considerable emphasis on the presentation of modern methods for computer analyses; full coverage of unsteady flow; inclusion of typical computer programs; new problem sets and a complete solution manual for instructors.

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Book cover of Open-Channel Flow M Hanif Chaudhry Open-Channel Flow 3rd - photo 1
Book cover of Open-Channel Flow
M. Hanif Chaudhry
Open-Channel Flow
3rd ed. 2022
Logo of the publisher Dr M Hanif Chaudhry Department of Civil and - photo 2
Logo of the publisher
Dr. M. Hanif Chaudhry
Department of Civil and Environmental Engineering, University of South Carolina, Columbia, SC, USA
ISBN 978-3-030-96446-7 e-ISBN 978-3-030-96447-4
https://doi.org/10.1007/978-3-030-96447-4

Originally published by Prentice-Hall, Inc., Englewood Cliffs, 1993

Springer Nature Switzerland AG 1993, 2008, 2022
This work is subject to copyright. All rights are reserved by the Publisher, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilms or in any other physical way, and transmission or information storage and retrieval, electronic adaptation, computer software, or by similar or dissimilar methodology now known or hereafter developed.
The use of general descriptive names, registered names, trademarks, service marks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for general use.
The publisher, the authors, and the editors are safe to assume that the advice and information in this book are believed to be true and accurate at the date of publication. Neither the publisher nor the authors or the editors give a warranty, expressed or implied, with respect to the material contained herein or for any errors or omissions that may have been made. The publisher remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

This Springer imprint is published by the registered company Springer Nature Switzerland AG

The registered company address is: Gewerbestrasse 11, 6330 Cham, Switzerland

To Shamim

Preface

The flow in natural channels, such as rivers and streams, or in built water-conveyance structures, such as canals, is referred to as open-channel or free-surface flow. The analysis of these flows is needed for the planning, design, and operation of water resource projects. Although empirical approaches have been used for this purpose in the past, the availability of efficient computational procedures during the last 50 years or so have made it possible to analyze large complex systems in addition to providing more accurate results that can be used with confidence. This book covers an introduction of these flows, presents modern numerical methods and computational procedures for analyses, and provides up-to-date information on the topic. The book is suitable as a text for senior-level undergraduate and graduate courses and as a reference for researchers and practicing engineers. Strong emphasis is given to the application of efficient solution techniques and numerical methods suitable for computer analysis. In addition, the coverage of unsteady flow is as detailed as that of steady flow. Except for Chapter , the material is related to channels with rigid boundaries.

The book is divided into two parts: Chapters .

The text is based on the lecture notes for a course on open-channel flow for senior-level undergraduate and graduate students and for an advanced level graduate course on unsteady flow at Old Dominion University, at Washington State University, and at the University of South Carolina. In this edition, a new section on hydraulic models is added in Chapter , is added on the modeling of levee breach. Suggestions and comments of students, instructors, and reviewers are incorporated as appropriate. References are updated and additional problems are included, some of which are suitable for take-home tests. To facilitate and enhance learning, photographs are used extensively and short computer programs in Python related to different chapters are made available at the publishers website.

In recent years, the author has used Chapters . Parts of different chapters may be utilized in a course on computational hydraulics and hydraulic structures or to cover special topics.

Thanks are extended to anonymous reviewers for their suggestions for the clarity of presentation. I am thankful to my former postdoctoral fellows and graduate students for the inclusion of their jointly published contributions in the field. The assistance of Dr. M. Elkholy, Alexandria University, Egypt, for the preparation of the manuscript and for updating references and other material; Dr. Melih Calamak, Middle East Technical University, for reviewing the entire manuscript and making suggestions for its improvement; and my assistant, Katherine Tse, for proofreading, are thankfully acknowledged. The patience and understanding of my family, especially our grandchildren, Aryan, Amira, Rohan and Zain, during many hours spent in the preparation of this book is appreciated.

M. Hanif Chaudhry
Columbia, SC, USA
Contents
Springer Nature Switzerland AG 2022
M. H. Chaudhry Open-Channel Flow https://doi.org/10.1007/978-3-030-96447-4_1
1. BASIC CONCEPTS
M. Hanif Chaudhry
(1)
Department of Civil and Environmental Engineering, University of South Carolina, Columbia, SC, USA

Supplementary Information The online version contains supplementary material available at ( https://doi.org/10.1007/978-3-030-96447-4_1 ).

Areal photo of the Mississippi River Basin Model with Atchafalaya outlet to - photo 3

Areal photo of the Mississippi River Basin Model; with Atchafalaya outlet to the left, Ohio River to the right, Sioux City to top right (Courtesy, US Army Corps of Engineers)

1.1 Introduction

Liquids are transported from one location to another using natural or constructed conveyance structures. The cross section of these structures may be open or closed at the top. The structures with closed tops are referred to as closed conduits and those with the top open are called open channels. For example, tunnels and pipes are closed conduits whereas rivers, streams, estuaries etc. are open channels. The flow in an open channel or in a closed conduit having a free surface is referred to as free-surface flow or open-channel flow. The properties and the analyses of these flows are discussed in this book.

In this chapter, commonly used terms are first defined. The classification of flows is then discussed, and the terminology and the properties of a channel section are presented. Expressions are then derived for the energy and momentum coefficients to account for nonuniform velocity distribution at a channel section. The chapter concludes with a discussion of the pressure distribution in a channel section.

1.2 Definitions
The terms open-channel flow or free-surface flow (Fig. ).
Fig 11 Free-surface flow Fig 12 Pipe or pressurized flow In a closed - photo 4
Fig. 1.1

Free-surface flow

Fig 12 Pipe or pressurized flow In a closed conduit it is possible to have - photo 5
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