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9780340740675

Hydraulics of Open Channel Flow : An Introduction: Basic Principles, Sediment Motion, Hydraulic Modelling, Design of Hydraulic Structures

by
  • ISBN13:

    9780340740675

  • ISBN10:

    0340740671

  • Edition: 1st
  • Format: Paperback
  • Copyright: 1999-07-01
  • Publisher: BUTTERWORTH HEINEMANN
  • Purchase Benefits
List Price: $64.95
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Summary

'The Hydraulics of Open Channel Flow' is a major new textbook for senior undergraduate and postgraduate students. Dr Chanson introduces the basic principles of open channel flow and then develops the key topics of sediment transport, hydraulic modelling and the design of hydraulic structures. This innovative textbook contains numerous examples, including practical applications, and is fully illustrated with both colour and black and white photographs. Exercises are spread throughout and the book concludes with major assignments which combine the knowledge gained from the book. A supporting website hosts further exercises together with the shareware software Hydroculv. COMPREHENSIVE coverage of the basic principles of key application areas of the hydraulics of open channel flow * NUMEROUS exercises and examples aid understanding * ADDITIONAL support available on the Web * IDEAL for use by students and lecturers in civil and environmental engineering * READER is taken step-by-step from the basic principles to the more advanced design calculations

Table of Contents

Preface xi
Acknowledgements xiii
About the author xv
Glossary xvi
List of symbols
xxxvi
Part 1 Basic Principles of Open Channel Flows 1(146)
Introduction
3(6)
Presentation
3(1)
Fluid properties
3(1)
Static fluids
4(2)
Open channel flow
6(2)
Exercises
8(1)
Fundamental equations
9(12)
Introduction
9(1)
The fundamental equations
9(11)
Exercises
20(1)
Applications of the Bernoulli equation to open channel flows
21(31)
Introduction
21(1)
Application of the Bernoulli equation-specific energy
21(18)
Froude number
39(7)
Properties of common open-channel shapes
46(2)
Exercises
48(4)
Applications of the momentum principle: hydraulic jump, surge and flow resistance in open channels
52(46)
Momentum principle and application
52(4)
Hydraulic jump
56(11)
Surges and bores
67(5)
Flow resistance in open channels
72(13)
Flow resistance calculations in engineering practice
85(6)
Exercises
91(7)
Uniform flows and gradually varied flows
98(49)
Uniform flows
98(7)
Non-uniform flows
105(8)
Exercises
113(3)
Revision exercises
116(8)
Revision exercise No. 1
116(1)
Revision exercise No. 2
117(1)
Revision exercise No. 3
118(1)
Revision exercise No. 4
119(1)
Revision exercise No. 5
120(1)
Revision exercise No. 6
121(1)
Revision exercise No. 7
122(2)
Appendices to Part 1
124(23)
Constants and fluid properties
124(4)
Unit conversions
128(3)
Mathematics
131(12)
Alternate depths in open channel flow
143(4)
Part 2 Introduction to Sediment Transport in Open Channels 147(108)
Introduction to sediment transport in open channels
149(8)
Introduction
149(1)
Significance of sediment transport
149(6)
Terminology
155(1)
Structure of this section
156(1)
Exercises
156(1)
Sediment transport and sediment properties
157(18)
Basic concepts
157(4)
Physical properties of sediments
161(4)
Particle fall velocity
165(6)
Angle of repose
171(1)
Laboratory measurements
172(1)
Exercises
173(2)
Inception of sediment motion, occurrence of bed-load motion
175(15)
Introduction
175(1)
Hydraulics of alluvial streams
175(6)
Threshold of sediment bed motion
181(7)
Exercises
188(2)
Inception of suspended load motion
190(5)
Presentation
190(1)
Initiation of suspension and critical bed shear stress
190(2)
Onset of hyperconcentrated flow
192(2)
Exercises
194(1)
Sediment transport mechanisms 1. Bed-load transport
195(15)
Introduction
195(1)
Empirical correlations of bed-load transport rate
195(4)
Bed-load calculations
199(3)
Applications
202(7)
Exercises
209(1)
Sediment transport mechanisms 2. Suspended load transport
210(15)
Introduction
210(2)
Advective diffusion of sediment suspension
212(4)
Suspended sediment transport rate
216(5)
Hyperconcentrated suspension flows
221(3)
Exercises
224(1)
Sediment transport capacity and total sediment transport
225(30)
Introduction
225(1)
Total sediment transport rate (sediment transport capacity)
225(4)
Erosion, accretion and sediment bed motion
229(4)
Sediment transport in alluvial channels
233(7)
Applications
240(5)
Exercises
245(1)
Revision exercises
246(2)
Revision exercise No. 1
246(1)
Revision exercise No. 2
246(1)
Revision exercise No. 3
246(1)
Revision exercise No. 4
247(1)
Appendix to Part 2
248(7)
Some examples of reservoir sedimentation
248(7)
Part 3 Hydraulic Modelling 255(54)
Summary of basic hydraulic principles
257(4)
Introduction
257(1)
Basic principles
257(2)
Flow resistance
259(2)
Physical modelling of hydraulics
261(23)
Introduction
261(1)
Basic principles
261(3)
Dimensional analysis
264(6)
Modelling fully-enclosed flows
270(2)
Modelling free-surface flows
272(5)
Design of physical models
277(1)
Summary
278(1)
Exercises
279(5)
Numerical modelling: backwater computations
284(25)
Introduction
284(1)
Basic equations
284(5)
Backwater calculations
289(4)
Numerical integration
293(3)
Discussion
296(1)
Computer models
297(1)
Exercises
297(2)
Revision exercises
299(2)
Revision exercise No. 1
299(1)
Revision exercise No. 2
299(2)
Appendices to Part 3
301(8)
Physical modelling of movable boundary hydraulics
301(4)
Extension of the backwater equation
305(4)
Part 4 Design of Hydraulic Structures 309(126)
Introduction to the design of hydraulic structures
311(2)
Introduction
311(1)
Structure of Part 4
311(1)
Professional design approach
311(2)
Design of weirs and spillways
313(42)
Introduction
313(6)
Crest design
319(11)
Chute design
330(3)
Stilling basins and energy dissipators
333(8)
Design procedure
341(8)
Exercises
349(6)
Design of drop structures and stepped cascades
355(10)
Introduction
355(1)
Drop structures
355(7)
Nappe flow on stepped cascades
362(1)
Exercises
363(2)
Culvert design
365(70)
Introduction
365(1)
Basic features of a culvert
365(6)
Design of standard culverts
371(12)
Design of Minimum Energy Loss culverts
383(14)
Exercises
397(5)
Revision exercises
402(8)
Revision exercise No. 1
402(1)
Revision exercise No. 2 (hydraulic design of a new Gold Creek dam spillway)
402(4)
Revision exercise No. 3 (hydraulic design of the Nudgee Road bridge waterway)
406(4)
Appendices to Part 4
410(25)
Spillway chute flow calculations
410(7)
Examples of Minimum Energy Loss weirs
417(4)
Examples of Minimum Energy Loss culverts and waterways
421(9)
Computer calculations of standard culvert hydraulics
430(5)
Problems 435(35)
P1. A study of the Marib dam and its sluice system (115 BC-575 AD)
437(9)
P1.1 Introduction
437(4)
P1.2 Hydraulics problem
441(4)
P1.3 Hydrological study: flood attenuation of the Marib reservoir
445(1)
P2. A study of the Moeris reservoir, the Ha-Uar dam and the canal connecting the Nile river and Lake Moeris around 2900 BC to 230 BC
446(12)
P2.1 Introduction
446(6)
P2.2 Hydraulics problem
452(3)
P2.3 Hydrology of Egypt's Lake Moeris
455(3)
P3. A study of the Moche River irrigation systems (Peru AD 200-AD 1532)
458(12)
P3.1 Introduction
458(6)
P3.2 Hydraulics problem
464(3)
P3.3 Hydrology of western Peru
467(3)
References 470(11)
Additional bibliography 481(2)
Suggestion/correction form 483(2)
Author index 485(3)
Subject index 488

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