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9780750659789

Hydraulics of Open Channel Flow

by
  • ISBN13:

    9780750659789

  • ISBN10:

    0750659785

  • Edition: 2nd
  • Format: Paperback
  • Copyright: 2004-07-01
  • Publisher: Elsevier Science
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Summary

Since the publication of its first edition in 1999, 'The Hydraulics of Open Channel Flow' has been praised by professionals, academics, students and researchers alike as the most practical modern textbook on open channel flow available. This new edition includes substantial new material on hydraulic modelling, in particular addressing unsteady open channel flows. There are also many new exercises and projects, including a major new revision assignment. This innovative textbook contains numerous examples and practical applications, and is fully illustrated with both colour and black and white photographs. Dr Chanson introduces the basic principles of open channel flow and takes readers through the key topics of sediment transport, hydraulic modelling and the design of hydraulic structures.

Table of Contents

Preface to the first edition xi
Preface to the second edition xiii
Acknowledgements xvi
About the author xviii
Dedication xix
Glossary xx
List of symbols
xxxix
Part 1 Basic Principles of Open Channel Flows
1(140)
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(10)
Exercises
19(2)
Applications of the Bernoulli equation to open channel flows
21(29)
Introduction
21(1)
Application of the Bernoulli equation -- specific energy
21(16)
Froude number
37(7)
Properties of common open-channel shapes
44(2)
Exercises
46(4)
Applications of the momentum principle: hydraulic jump, surge and flow resistance in open channels
50(44)
Momentum principle and application
50(3)
Hydraulic jump
53(11)
Surges and bores
64(5)
Flow resistance in open channels
69(12)
Flow resistance calculations in engineering practice
81(6)
Exercises
87(7)
Uniform flows and gradually varied flows
94(47)
Uniform flows
94(6)
Non-uniform flows
100(8)
Exercises
108(3)
Part I Revision exercises
111(8)
Revision exercise No. 1
111(1)
Revision exercise No. 2
112(1)
Revision exercise No. 3
113(1)
Revision exercise No. 4
113(1)
Revision exercise No. 5
114(1)
Revision exercise No. 6
115(1)
Revision exercise No. 7
116(1)
Revision exercise No. 8
116(1)
Revision exercise No. 9
117(2)
Appendices to Part 1
119(22)
Constants and fluid properties
119(4)
Unit conversions
123(2)
Mathematics
125(13)
Alternate depths in open channel flow
138(3)
Part 2 Introduction to Sediment Transport in Open Channels
141(106)
Introduction to sediment transport in open channels
143(8)
Introduction
143(1)
Significance of sediment transport
143(5)
Terminology
148(1)
Structure of this section
149(1)
Exercises
150(1)
Sediment transport and sediment properties
151(18)
Basic concepts
151(4)
Physical properties of sediments
155(4)
Particle fall velocity
159(6)
Angle of repose
165(1)
Laboratory measurements
166(1)
Exercises
166(3)
Inception of sediment motion -- occurrence of bed load motion
169(14)
Introduction
169(1)
Hydraulics of alluvial streams
169(6)
Threshold of sediment bed motion
175(7)
Exercises
182(1)
Inception of suspended-load motion
183(5)
Presentation
183(1)
Initiation of suspension and critical bed shear stress
183(2)
Onset of hyperconcentrated flow
185(2)
Exercises
187(1)
Sediment transport mechanisms: Bed-load transport
188(16)
Introduction
188(3)
Empirical correlations of bed-load transport rate
191(2)
Bed-load calculations
193(3)
Applications
196(6)
Exercises
202(2)
Sediment transport mechanisms: Suspended-load transport
204(14)
Introduction
204(2)
Advective diffusion of sediment suspension
206(3)
Suspended-sediment transport rate
209(5)
Hyperconcentrated suspension flows
214(2)
Exercises
216(2)
Sediment transport capacity and total sediment transport
218(29)
Introduction
218(1)
Total sediment transport rate (sediment transport capacity)
218(2)
Erosion, accretion and sediment bed motion
220(6)
Sediment transport in alluvial channels
226(6)
Applications
232(6)
Exercises
238(1)
Part 2 Revision exercises
239(2)
Revision exercise No. 1
239(1)
Revision exercise No. 2
239(1)
Revision exercise No. 3
239(1)
Revision exercise No. 4
239(1)
Revision exercise No. 5
240(1)
Appendix to Part 2
241(6)
Some examples of reservoir sedimentation
241(6)
Part 3 Hydraulic Modelling
247(140)
Summary of basic hydraulic principles
249(4)
Introduction
249(1)
Basic principles
249(2)
Flow resistance
251(2)
Physical modelling of hydraulics
253(22)
Introduction
253(1)
Basic principles
254(2)
Dimensional analysis
256(6)
Modelling fully enclosed flows
262(2)
Modelling free-surface flows
264(4)
Design of physical models
268(1)
Summary
269(1)
Exercises
270(5)
Numerical modelling of steady open channel flows: backwater computations
275(15)
Introduction
275(1)
Basic equations
275(4)
Backwater calculations
279(4)
Numerical integration
283(4)
Discussion
287(1)
Computer models
288(1)
Exercises
288(2)
Unsteady open channel flows: Basic equations
290(28)
Introduction
290(1)
Basic equations
291(10)
Method of characteristics
301(9)
Discussion
310(3)
Exercises
313(5)
Unsteady open channel flows: Applications
318(69)
Introduction
318(1)
Propagation of waves
319(3)
The simple-wave problem
322(6)
Positive and negative surges
328(11)
The kinematic wave problem
339(2)
The diffusion wave problem
341(5)
Dam break wave
346(16)
Exercises
362(9)
Part 3 Revision exercises
371(3)
Revision exercise No. 1
371(1)
Revision exercise No. 2
371(1)
Revision exercise No. 3
371(3)
Appendices to Part 3
374(13)
Physical modelling of movable boundary hydraulics
374(3)
Extension of the backwater equation
377(4)
Computer calculations of backwater profiles
381(3)
Gaussian error functions
384(3)
Part 4 Design of Hydraulic Structures
387(125)
Introduction to the design of hydraulic structures
389(2)
Introduction
389(1)
Structure of Part 4
389(1)
Professional design approach
389(2)
Design of weirs and spillways
391(40)
Introduction
391(4)
Crest design
395(11)
Chute design
406(3)
Stilling basins and energy dissipators
409(8)
Design procedure
417(7)
Exercises
424(7)
Design of drop structures and stepped cascades
431(9)
Introduction
431(1)
Drop structures
432(6)
Nappe flow on stepped cascades
438(1)
Exercises
439(1)
Culvert design
440(72)
Introduction
440(1)
Basic features of a culvert
440(5)
Design of standard culverts
445(9)
Design of MEL culverts
454(17)
Exercises
471(5)
Part 4 Revision exercises
476(9)
Revision exercise No. 1
476(1)
Revision exercise No. 2 (hydraulic design of a new Gold Creek dam spillway)
476(4)
Revision exercise No. 3 (hydraulic design of the Nudgee Road bridge waterway)
480(3)
Revision exercise No. 4
483(2)
Appendices to Part 4
485(27)
Spillway chute flow calculations
485(7)
Examples of minimum energy loss weirs
492(4)
Examples of minimum energy loss culverts and waterways
496(12)
Computer calculations of standard culvert hydraulics
508(4)
References
512(16)
Additional bibliography
528(3)
Problems
531(42)
A study of the Marib dam and its sluice system (BC 115 to AD 575)
533(8)
Introduction
533(4)
Hydraulics problem
537(3)
Hydrological study: flood attenuation of the Marib reservoir
540(1)
A study of the Moeris reservoir, the Ha-Uar dam and the canal connecting the Nile River and Lake Moeris around BC 2900 to BC 230
541(10)
Introduction
541(5)
Hydraulics problem
546(3)
Hydrology of Egypt's Lake Moeris
549(2)
A study of the Moche river irrigation systems (Peru AD 200--1532)
551(10)
Introduction
551(6)
Hydraulics problem
557(2)
Hydrology of western Peru
559(2)
Hydraulics of the Nimes aqueduct
561(12)
Introduction
561(8)
Hydraulic study of the Nimes aqueduct
569(4)
Suggestion/correction form 573(2)
Author index 575(4)
Subject index 579

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