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Dams and Reservoirs: Planning and Engineering [Minkštas viršelis]

(Former Chief Engineer, P&I Division, WAPDA)
  • Formatas: Paperback / softback, 302 pages, aukštis x plotis x storis: 240x180x16 mm, weight: 486 g, 193 figures, 28 tables, 94 photographs, 35 graphs, 13 maps
  • Išleidimo metai: 31-Jul-2008
  • Leidėjas: OUP Pakistan
  • ISBN-10: 0195475852
  • ISBN-13: 9780195475852
Kitos knygos pagal šią temą:
  • Formatas: Paperback / softback, 302 pages, aukštis x plotis x storis: 240x180x16 mm, weight: 486 g, 193 figures, 28 tables, 94 photographs, 35 graphs, 13 maps
  • Išleidimo metai: 31-Jul-2008
  • Leidėjas: OUP Pakistan
  • ISBN-10: 0195475852
  • ISBN-13: 9780195475852
Kitos knygos pagal šią temą:
This book has been written specially for undergraduate and postgraduate students and professional engineers involved in the planning and design of small and large dam projects with emphasis on planning, investigation, design, construction and their maintenance.
Acknowledgements xiii
Planning and Investigations
1(3)
Planning and Investigations
1(1)
Stages of Investigations
2(2)
Topographical Survey
4(13)
Engineering Surveys
4(1)
Control Surveys
5(1)
Topographical Survey
6(1)
Ground Survey Methods
6(1)
Field Methods
7(1)
Topographic Survey Instruments
8(1)
Field Data and Preparation of Maps
9(1)
Standards for Topographic Maps
9(1)
Contour Intervals
9(1)
Photogrammetric Methods
10(3)
Aerial Photographs
13(1)
Use of Topographical Maps
14(3)
Geological and Geotechnical Investigations
17(32)
Geological and Geotechnical Investigations
17(1)
Surface Investigations
18(1)
Sub-surface Investigations
19(1)
Sub-surface Exploration Methods
20(7)
Geophysical Methods
27(1)
Sampling and Logging
28(3)
Testing Soil and Rock Samples
31(18)
Hydrological and Hydraulic Investigations
49(42)
The Hydrological Cycle
49(1)
Understanding Hydrology
50(1)
Drainage Basin, Catchment Area or Watershed
50(1)
Precipitation
51(1)
Snowfall and Snowmelt
51(2)
Rainfall
53(5)
Run-off
58(2)
Computation of Run-off
60(9)
Floods, Peak Flows or Maximum Rates of Run-off
69(10)
Sediment Measurement
79(5)
Evaporation and Transpiration
84(3)
Role of Computer Models in Hydrology
87(4)
Environmental Surveys
91(6)
The Objectives of Environmental Impact Assessment (EIA)
91(1)
Potential Effects of a Dam Project on Environment
91(3)
Identification of Potential Effects
94(1)
Required Information
95(1)
Sources of Information
95(1)
Systematic Approach
95(1)
Remote Sensing and Geographical Information System (GIS) Techniques
95(2)
Reservoir Planning
97(33)
Reservoir Planning
97(1)
Uses of Reservoir Water
97(2)
Classification of Reservoirs
99(1)
Drainage Basin, Catchment Area or Watershed
100(1)
Reservoir Catchment Yield
100(1)
Reservoir Yields
100(1)
Reservoir Site: Storage Volume
101(1)
Reservoir Capacity
101(6)
Reservoir Storage Zones
107(1)
Reservoir Sedimentation
107(2)
Wave Allowances
109(1)
Design Flood
110(1)
Reservoir Elevation
111(1)
Flood Absorption Capacity of a Reservoir
112(11)
Back Water Curve
123(4)
Economic Height of a Dam
127(1)
Economic Life of a Reservoir
128(2)
Types of Dams
130(6)
Classification by Functions
130(1)
Classification by Construction Material
131(1)
Classification by Special Structural Design
131(1)
Classification by Hydraulic Design
132(1)
Selection of the Type of Dam
132(1)
Location of the Dam
133(3)
Gravity Dams
136(25)
Types of Gravity Dams
136(1)
Section of a Dam
137(2)
Shafts and Galleries
139(1)
Forces Acting on Gravity Dams
140(7)
Load Combination
147(1)
Gravity Dams: Stability Requirements
148(3)
General Design Procedure
151(1)
Design Methods
152(1)
Design Example
153(3)
Foundation Treatment
156(3)
Drainage of Rock Foundation
159(1)
Three Gorges Dam Project, China
159(2)
Earth Fill Dams
161(33)
Design Criteria
161(1)
Types of Earth Fill Dams
161(2)
Causes of Failure in Earth Dams
163(2)
Design Consideration
165(5)
Control of Seepage through the Dam Section
170(1)
Amount of Seepage through a Dam
171(7)
Control of Seepage under a Dam
178(2)
Seepage under a Dam
180(2)
Stability of Slopes
182(5)
Case Description
187(7)
Rock Fill Dams
194(6)
Definition
194(1)
Typical Design of a Rock Fill Dam
194(3)
Case Description
197(3)
Miscellaneous Dams
200(6)
Arch Dams
200(1)
Types of Arch Dams
200(1)
Overflow Arch Dams
201(1)
Case Description
201(2)
Buttress Dams
203(1)
Types of Buttress Dams
203(1)
Advantages and Disadvantages of Buttress Dams
204(2)
Spillways
206(14)
Functions
206(1)
Capacity
206(1)
Shapes of a Spillway Crest
206(1)
Types of Spillways
207(6)
Causes of River Bed Erosion below Spillways
213(1)
Terminal Structures
214(4)
Crest Gates
218(2)
Outlet Works
220(6)
Functions
220(1)
Capacities
220(1)
Positioning
220(1)
Outlet Works for a Gravity Dam
221(1)
Outlet Works for a Fill Dam
221(1)
Components of Outlet Works
222(2)
Case Description
224(2)
Hydraulic Model Studies
226(13)
Advantages and Disadvantages
226(1)
Law of Similitude
226(2)
Dimensional Analysis
228(1)
River Model
228(1)
Model Scale
228(1)
Choice of Scales
229(1)
Planning a Model Study
229(2)
Subjects for Model Studies
231(1)
Case Descriptions
232(7)
River Diversion and Construction
239(21)
Characteristics of River Flows
239(1)
Diversion Flood
239(1)
Methods of Diversion
240(1)
Diversion Works
241(2)
Construction of a Dam
243(3)
Construction of Gravity Dams
246(9)
Properties of Concrete
255(1)
Roller Compacted Concrete (RCC)
256(4)
Instrumentation and Monitoring
260(7)
Purpose of Instrumentation
260(1)
Forces Acting on a Dam Structure
260(1)
Types of Instruments
261(1)
Location of Instruments
261(1)
Installation of Instruments
261(1)
Calibration and Maintenance of Instruments
261(1)
Data Collection
262(1)
Data Processing
262(1)
Data Interpretation
262(1)
Instruments for Dam Safety
262(5)
Watershed Management
267(11)
Watershed Management
267(1)
Objectives
268(1)
Programme
268(1)
Project Area
269(1)
Selection of Priority Areas
269(1)
Role of Remote Sensing and Use of Geo-based Information System (GIS)
269(1)
Sedimentation of Reservoirs
269(1)
Sources of Sediments
270(1)
Estimation of Sediment Flow Rates
270(1)
Controlling Sedimentation of Reservoirs
271(1)
Watershed Management Techniques
271(1)
Conservation Measures for Hill Slopes
272(2)
Stream Bank Erosion Control
274(1)
Gully Erosion and Control
275(1)
Wind Blown Sediment and Control
276(1)
Watershed Management in Indus Basin Dams
277(1)
Bibliography 278(3)
Index 281
Iqtidar Siddiqui is Former Chief Engineer with P & I Division, WAPDA in Pakistan.