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Hydraulics for Civil Engineers: (ICE Textbook series) [Mīkstie vāki]

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  • Formāts: Paperback / softback, 160 pages, height x width: 246x189 mm
  • Izdošanas datums: 02-May-2014
  • Izdevniecība: ICE Publishing
  • ISBN-10: 0727758454
  • ISBN-13: 9780727758453
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  • Cena: 61,01 €*
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Hydraulics for Civil Engineers: (ICE Textbook series)Palielināt
  • Formāts: Paperback / softback, 160 pages, height x width: 246x189 mm
  • Izdošanas datums: 02-May-2014
  • Izdevniecība: ICE Publishing
  • ISBN-10: 0727758454
  • ISBN-13: 9780727758453
Citas grāmatas par šo tēmu:
Permanent link: https://www.kriso.lv/db/9780727758453.html
Keywords:
ICE Textbooks provide clear, accurate and relevant information on the major principles of civil and structural engineering at a level suitable for undergraduate students worldwide. Divided into easily understandable modules, ICE Textbooks feature worked examples, practice questions and learning point summaries throughout.

Hydraulics for Civil Engineers provides a fundamental introduction to the area of fluid mechanics and hydraulics. This book covers all key areas of learning including such subjects as hydrostatics; hydrodynamics; turbines and pumps; flow and waves.
Preface vii
List of symbols
ix
01 Pressure in liquids: its effects and measurement
1(18)
1.1 Introduction
1(1)
1.2 Density and pressure within a liquid
1(2)
1.3 Measurement of pressure
3(2)
1.4 Forces on immersed surfaces
5(7)
1.5 Buoyancy and flotation
12(7)
References
17(2)
02 Conservation equations applied to flow of liquid in pipes
19(16)
2.1 Introduction
19(1)
2.2 Continuity equation
20(1)
2.3 Momentum equation
21(5)
2.4 Bernoulli (or Energy) equation
26(9)
Reference
34(1)
03 Real flow in pipes
35(18)
3.1 Introduction
35(1)
3.2 Viscosity of fluids
35(2)
3.3 Laminar and turbulent flow
37(2)
3.4 Modification of Bernoulli equation for head loss due to friction
39(5)
3.5 Boundary layers in turbulent flow
44(1)
3.6 Derivation of λ values and use in design charts
44(9)
References
50(1)
Further reading
51(2)
04 Turbines and pumps
53(12)
4.1 Introduction
53(1)
4.2 Turbines
53(6)
4.3 Pumps
59(4)
4.4 Cavitation in turbines and pumps
63(2)
References
63(1)
Further reading
64(1)
05 Steady uniform flow in open channels
65(18)
5.1 Introduction
65(1)
5.2 Sustainable design of river channels
65(2)
5.3 Basic definitions
67(3)
5.4 Discharge equations
70(4)
5.5 Velocity variation over channel cross-section
74(1)
5.6 Most economically efficient section
74(2)
5.7 Specific energy
76(7)
References
81(1)
Further reading
82(1)
06 Open channel flow with varying conditions
83(22)
6.1 Changes to flow regime
83(4)
6.2 Examples of flow changes
87(9)
6.3 Flow rate measurement based on changes in section
96(3)
6.4 Gradually varied flow
99(6)
References
103(2)
07 Hydrology of river flow
105(14)
7.1 Introduction
105(1)
7.2 Return period approach
105(6)
7.3 Hydrograph approach
111(8)
References
116(3)
08 Hydrology of surface water drainage
119(16)
8.1 Introduction
119(1)
8.2 Short duration rainfall intensity
119(2)
8.3 Hydraulic design of surface water sewers
121(7)
8.4 Sustainable drainage systems
128(3)
8.5 Difference between greenfield and development runoff
131(4)
References
133(1)
Further reading
133(2)
09 Coastal hydraulics
135(18)
9.1 Introduction
135(1)
9.2 Sea level records
135(1)
9.3 Mean sea level
136(1)
9.4 Astronomical tides
136(2)
9.5 Meteorological effects, including surges
138(3)
9.6 Waves
141(12)
References
152(1)
Further reading
152(1)
10 Dimensional analysis
153(12)
10.1 Introduction
153(1)
10.2 Dimensions
153(1)
10.3 Dimensional equations
154(2)
10.4 Dimensional analysis
156(3)
10.5 Similarity
159(1)
10.6 Use of dimensionless numbers in model scaling
160(5)
References
164(1)
Further reading
164(1)
11 Two-dimensional ideal flow
165(24)
11.1 Introduction
165(1)
11.2 Theoretical basis
165(11)
11.3 Uniform straight line flow
176(1)
11.4 Sources
177(2)
11.5 Sinks
179(1)
11.6 Free vortex
179(4)
11.7 Forced vortex
183(2)
11.8 Combination of flow
185(4)
References
188(1)
Index 189