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- Herausgeber: John Wiley & Sons
- Kategorie: Wissenschaft und neue Technologien
- Sprache: Englisch
An update of a classic textbook covering a core subject taught on most civil engineering courses. Civil Engineering Hydraulics, 6th edition contains substantial worked example sections with an online solutions manual. This classic text provides a succinct introduction to the theory of civil engineering hydraulics, together with a large number of worked examples and exercise problems. Each chapter contains theory sections and worked examples, followed by a list of recommended reading and references. There are further problems as a useful resource for students to tackle, and exercises to enable students to assess their understanding. The numerical answers to these are at the back of the book, and solutions are available to download from the book�s companion website.
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Veröffentlichungsjahr: 2016
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Nalluri & Featherstone's
Civil Engineering Hydraulics EssentialTheory withWorked Examples
6th Edition
Martin MarriottUniversity of East London
This edition first published 2016Fifth edition first published 2009Fourth edition published 2001Third edition published 1995Second edition published 1988First edition published 1982
First, second, third, fourth and fifth editions © 1982, 1988, 1995, 2001 and 2009 by R.E. Featherstone & C. NalluriThis edition © 2016 by John Wiley & Sons, Ltd
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Library of Congress Cataloging-in-Publication Data
Names: Marriott, Martin, author. | Featherstone, R. E., author. | Nalluri, C., author.Title: Nalluri & Featherstone's civil engineering hydraulics : essential theory with worked examples.Other titles: Civil engineering hydraulics Description: 6th edition/ Martin Marriott, University of East London. | Chichester,West Sussex, United Kingdom : John Wiley & Sons, Inc., 2016. | Includes bibliographical references and index.Identifiers: LCCN 2015044914 (print) | LCCN 2015045968 (ebook) | ISBN 9781118915639 (pbk.) | ISBN 9781118915806 (pdf) | ISBN 9781118915660 (epub)Subjects: LCSH: Hydraulic engineering. | Hydraulics.Classification: LCC TC145 .N35 2016 (print) | LCC TC145 (ebook) | DDC 627–dc23LC record available at http://lccn.loc.gov/2015044914
A catalogue record for this book is available from the British Library.
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Cover image: Itoshiro Dam/structurae.de
CONTENTS
Preface to the Sixth Edition
About the Author
Symbols
Chapter 1 Properties of Fluids
1.1 Introduction
1.2 Engineering units
1.3 Mass density and specific weight
1.4 Relative density
1.5 Viscosity of fluids
1.6 Compressibility and elasticity of fluids
1.7 Vapour pressure of liquids
1.8 Surface tension and capillarity
Worked examples
References and recommended reading
Problems
Chapter 2 Fluid Statics
2.1 Introduction
2.2 Pascal’s law
2.3 Pressure variation with depth in a static incompressible fluid
2.4 Pressure measurement
2.5 Hydrostatic thrust on plane surfaces
2.6 Pressure diagrams
2.7 Hydrostatic thrust on curved surfaces
2.8 Hydrostatic buoyant thrust
2.9 Stability of floating bodies
2.10 Determination of metacentre
2.11 Periodic time of rolling (or oscillation) of a floating body
2.12 Liquid ballast and the effective metacentric height
2.13 Relative equilibrium
Worked examples
References and recommended reading
Problems
Chapter 3 The kinematics of fluids deals with space
3.1 Kinematics of fluids
3.2 Steady and unsteady flows
3.3 Uniform and non-uniform flows
3.4 Rotational and irrotational flows
3.5 One-, two-and three-dimensional flows
3.6 Streamtube and continuity equation
3.7 Accelerations of fluid particles
3.8 Two kinds of fluid flow
3.9 Dynamics of fluid flow
3.10 Energy equation for an ideal fluid flow
3.11 Modified energy equation for real fluid flows
3.12 Separation and cavitation in fluid flow
3.13 Impulse—momentum equation
3.14 Energy losses in sudden transitions
3.15 Flow measurement through pipes
3.16 Flow measurement through orifices and mouthpieces
3.17 Flow measurement in channels
Worked examples
References and recommended reading
Problems
Chapter 4 Flow of Incompressible Fluids in Pipelines
4.1 Resistance in circular pipelines flowing full
4.2 Resistance to flow in non-circular sections
4.3 Local losses
Worked examples
References and recommended reading
Problems
Chapter 5 Pipe Network Analysis
5.1 Introduction
5.2 The head balance method (‘loop’ method)
5.3 The quantity balance method (‘nodal’ method)
5.4 The gradient method
Worked examples
References and recommended reading
Problems
Chapter 6 Pump–Pipeline System Analysis and Design
6.1 Introduction
6.2 Hydraulic gradient in pump–pipeline systems
6.3 Multiple pump systems
6.4 Variable-speed pump operation
6.5 Suction lift limitations
Worked examples
References and recommended reading
problist
Chapter 7 Boundary Layers on Flat Plates and in Ducts
7.1 Introduction
7.2 The laminar boundary layer
7.3 The turbulent boundary layer
7.4 Combined drag due to both laminar and turbulent boundary layers
7.5 The displacement thickness
7.6 Boundary layers in turbulent pipe flow
7.7 The laminar sub-layer
Worked examples
References and recommended reading
Problems
Chapter 8 Steady Flow in Open Channels
8.1 Introduction
8.2 Uniform flow resistance
8.3 Channels of composite roughness
8.4 Channels of compound section
8.5 Channel design
8.6 Uniform flow in part-full circular pipes
8.7 Steady, rapidly varied channel flow energy principles
8.8 The momentum equation and the hydraulic jump
8.9 Steady, gradually varied open channel flow
8.10 Computations of gradually varied flow
8.11 The direct step method
8.12 The standard step method
8.13 Canal delivery problems
8.14 Culvert flow
8.15 Spatially varied flow in open channels
Worked examples
References and recommended reading
Problems
Chapter 9 Dimensional Analysis, Similitude and Hydraulic Models
9.1 Introduction
9.2 Dimensional analysis
9.3 Physical significance of non-dimensional groups
9.4 The Buckingham
π
theorem
9.5 Similitude and model studies
References and recommended reading
Problems
Chapter 10 Ideal Fluid Flow and Curvilinear Flow
10.1 Ideal fluid flow
10.2 Streamlines, the stream function
10.3 Relationship between discharge and stream function
10.4 Circulation and the velocity potential function
10.5 Stream functions for basic flow patterns
10.6 Combinations of basic flow patterns
10.7 Pressure at points in the flow field
10.8 The use of flow nets and numerical methods
10.9 Curvilinear flow of real fluids
10.10 Free and forced vortices
Worked examples
References and recommended reading
Problems
Chapter 11 Gradually Varied Unsteady Flow from Reservoirs
11.1 Discharge between reservoirs under varying head
11.2 Unsteady flow over a spillway
11.3 Flow establishment
Worked examples
References and recommended reading
Problems
Chapter 12 Mass Oscillations and Pressure Transients in Pipelines
12.1 Mass oscillation in pipe systems-surge chamber operation
12.2 Solution neglecting tunnel friction and throttle losses for sudden discharge stoppage
12.3 Solution including tunnel and surge chamber losses for sudden discharge stoppage
12.4 Finite difference methods in the solution ofthe surge chamber equations
12.5 Pressure transients in pipelines (waterhammer)
12.6 The basic differential equations of waterhammer
12.7 Solutions of the waterhammer equations
12.8 The Allievi equations
12.9 Alternative formulation
Worked examples
References and recommended reading
Problems
Chapter 13 Unsteady Flow in Channels
13.1 Introduction
13.2 Gradually varied unsteady flow
13.3 Surges in open channels
13.4 The upstream positive surge
13.5 The downstream positive surge
13.6 Negative surge waves
13.7 The dam break
Worked examples
References and recommended reading
Problems
Chapter 14 Uniform Flow in Loose-Boundary Channels
14.1 Introduction
14.2 Flow regimes
14.3 Incipient (threshold) motion
14.4 Resistance to flow in alluvial (loose-bed) channels
14.5 Velocity distributions in loose-boundary channels
14.6 Sediment transport
14.7 Bed load transport
14.8 Suspended load transport
14.9 Total load transport
14.10 Regime channel design
14.11 Rigid-bed channels with sediment transport
Worked examples
References and recommended reading
Problems
Chapter 15 Hydraulic Structures
15.1 Introduction
15.2 Spillways
15.3 Energy dissipators and downstream scour protection
Worked examples
References and recommended reading
Problems
Chapter 16 Environmental Hydraulics and Engineering Hydrology
16.1 Introduction
16.2 Analysis of gauged river flow data
16.3 River Thames discharge data
16.4 Flood alleviation, sustainability and environmental channels
16.5 Project appraisal
Worked examples
References and recommended reading
Problems
Chapter 17 Introduction to Coastal Engineering
17.1 Introduction
17.2 Waves and wave theories
17.3 Wave processes
17.4 Wave set-down and set-up
17.5 Wave impact, run-up and overtopping
17.6 Tides, surges and mean sea level
17.7 Tsunami waves
Worked examples
References and recommended reading
Problems
Answers
Index
Eula
List of Tables
Chapter 2
Table 2.1
Chapter 8
Table 8.1
Table 8.2
Table 8.3
Chapter 14
Table 14.1
Table 14.2
Table 14.3
Table 14.4
Table 14.5
Table 14.6
Table 14.7
Table 14.8
Table 14.9
Table 14.10
Table 14.11
Chapter 15
Table 15.1
Table 15.2
Table 15.3
Table 15.4
Table 15.5
Chapter 16
Table 16.1
Guide
Cover
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Preface to Sixth Edition
This book has regularly been on reading lists for hydraulics and water engineering modules for university civil engineering degree students. The concise summary of theory and the worked examples have been useful to me both as a practising engineer and as an academic.
The fifth edition aimed to retain all the good qualities of Nalluri and Featherstone's previous editions, with updating as necessary and with an additional chapter on environmental hydraulics and hydrology.
The latest sixth edition now adds a new chapter on coastal engineering prepared by my colleague Dr Ravindra Jayaratne based on original material and advice from Dr Dominic Hames of HR Wallingford. As before, each chapter contains theory sections, after which there are worked examples followed by a list of references and recommended reading. Then there are further problems as a useful resource for students to tackle. The numerical answers to these are at the back of the book, and solutions are available to download from the publisher's website: http://www.wiley.com/go/Marriott.
I am grateful to all those who have helped me in many ways, either through their advice in person or through their published work, and of course to the many students with whom I have enjoyed studying this material.
Martin MarriottUniversity of East London2016
About the Author
This well-established text draws on Nalluri and Featherstone's extensive teaching experience at Newcastle University, including material provided by Professor J. Saldarriaga of the University of Los Andes, Colombia. The text has been updated and extended by Dr Martin Marriott with input from Dr Ravindra Jayaratne of the University of East London and Dr Dominic Hames of HR Wallingford.
Martin Marriott is a chartered civil engineer, with degrees from the Universities of Cambridge, Imperial College London and Hertfordshire. He has wide professional experience in the UK and overseas with major firms of consulting engineers, followed by many years of experience as a lecturer in higher education, currently at the University of East London.
