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Reservoir Sediment Management [Kõva köide]

(Middle East Technical University, Ankara, Turkey),
  • Formaat: Hardback, 226 pages, kõrgus x laius: 246x174 mm, kaal: 538 g
  • Ilmumisaeg: 15-Sep-2011
  • Kirjastus: CRC Press
  • ISBN-10: 0415603390
  • ISBN-13: 9780415603393
Teised raamatud teemal:
Reservoir Sediment ManagementSuurem pilt
  • Formaat: Hardback, 226 pages, kõrgus x laius: 246x174 mm, kaal: 538 g
  • Ilmumisaeg: 15-Sep-2011
  • Kirjastus: CRC Press
  • ISBN-10: 0415603390
  • ISBN-13: 9780415603393
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780415603393.html
Märksõnad:
Siltation in reservoirs has become an important problem when dams are getting older and stop functioning when the sediment has accumulated to a certain extent. With proper sediment management techniques, negative effects of sediment can be avoided and reservoir life and performance can be improved.

This volume deals with reservoir sedimentation, deposition and removal. It provides the principles of sediment transport and gives guidelines to predict reservoir life. It presents several removal techniques, accompanied with detailed operation descriptions. With the help of the RESCON open source software, cost analysis tools to determine the optimum method for maintenance and operation of a reservoir can be applied. To illustrate practice and to assist the reader in setting up a sediment management operation, a number of case studies of existing large dams are included.

Written by two experts on reservoir operation, this volume is intended for professionals and advanced students working on dam and reservoir design, construction, operation, maintenance and rehabilitation.
List of Figures
ix
List of Tables
xi
List of Symbols
xv
Abbreviations xvii
Foreword xix
Acknowledgment xxi
1 Conceptual framework of reservoir sedimentation
1(4)
1.1 World reservoir sedimentation
1(2)
1.2 Changing paradigm from design life approach to a life cycle approach
3(1)
1.3 Sustainable development of basin water storage capacity
4(1)
2 Theoretical aspects of sediment transport
5(36)
2.1 Sediment properties
6(3)
2.2 Modes of sediment transport
9(3)
2.3 Siltation mechanism
12(2)
2.4 Prediction of reservoir deposition
14(5)
2.4.1 Prediction of the useful life of a reservoir
14(5)
2.5 Mathematical models
19(22)
2.5.1 Saint-Venant-Exner equations
19(2)
2.5.2 Developed methods for the solution of Saint-Venant equations
21(1)
2.5.3 Developed computer models for aggradation and degradation processes
21(5)
2.5.3.1 Prediction of delta formation
26(4)
2.5.4 Application of DELTA
30(3)
2.5.5 Comparison with the sediment data of Cubuk 1 Dam Reservoir
33(8)
3 Techniques for preventation of sediment deposition
41(20)
3.1 Preventing sediment inflow
42(3)
3.1.1 Watershed management
42(2)
3.1.2 Upstream check structures (Debris dams)
44(1)
3.1.3 Reservoir bypass system
44(1)
3.2 Sustainable management of the dams
45(13)
3.2.1 Evacuation of sediments from reservoir
45(1)
3.2.1.1 Flushing
45(4)
3.2.1.2 Sluicing
49(1)
3.2.1.3 Density current venting
50(2)
3.2.1.4 Mechanical removal
52(6)
3.2.2 Management techniques of sediment within a reservoir
58(1)
3.3 Lost storage replacement techniques and decommissioning
58(3)
3.3.1 Raising dam height
58(1)
3.3.2 Building a new dam
59(1)
3.3.3 Decommissioning
59(2)
4 Performance of reservoir conservation model
61(24)
4.1 The general working principle of RESCON
61(5)
4.2 Working principle of RESCON for technical optimization
66(13)
4.2.1 Technical principle of flushing in RESCON
67(9)
4.2.2 Technical principle of HSRS in RESCON
76(1)
4.2.3 Traditional dredging and trucking technical principle in RESCON
76(3)
4.3 Economic optimization working principle of RESCON
79(4)
4.3.1 Flushing
81(1)
4.3.2 HSRS
81(1)
4.3.3 Dredging (traditional)
81(1)
4.3.4 Trucking
82(1)
4.3.5 Unit cost of the evacuation methods used in RESCON
82(1)
4.4 Evaluation and comments about economic results of RESCON
83(2)
5 Cost analyses
85(40)
5.1 Case studies from Turkey
85(1)
5.2 Historical background of dam construction in Turkey: Experience, lessons, malpractices
85(5)
5.2.1 Reservoir sedimentation in Turkey
85(1)
5.2.2 River basins
86(1)
5.2.3 Measurement of deposition in reservoir lakes
86(4)
5.3 Case studies for water supply dams
90(20)
5.3.1 Economical Parameters in Turkey for case studies
90(1)
5.3.2 Selection criteria for dams
90(1)
5.3.3 Domestic water supply dam, Cubuk Dam-I
90(15)
5.3.4 Irrigation water supply dam, Ivriz Dam
105(5)
5.4 Case studies for hydropower dams
110(15)
5.4.1 General overview of Coruh Basin Project
110(8)
5.4.1.1 Murathdam
118(7)
6 Sensitivity analysis of RESCON
125(8)
6.1 Unit value of the reservoir yield
125(2)
6.2 Discount rate
127(1)
6.3 Market interest rate
127(1)
6.4 Salvage value
127(2)
6.5 Discussions about RESCON input values
129(2)
6.5.1 Unit Benefit of Reservoir Yield (PI)
129(1)
6.5.2 Total cost of dam construction
130(1)
6.5.3 Salvage value
131(1)
6.6 Strength and limitations of RESCON
131(2)
References 133(6)
Appendix 139(62)
Subject Index 201
Dr Sahnaz Tigrek is Assistant Professor at the Hydromechanics Laboratory of the Middle East Technical University in Ankara. She has received her MSc from the same institute and was awarded her Phd degree for her work in Civil Engineering at the Coastal Engineering Laboratory of Tokyo University, Japan. She worked previously as an engineer in the Ocean and River Engineering Consulting Company in Japan. Her research interests are Computational Fluid Mechanics, Numerical Modeling of Turbulent Flow, Boundary Layer Flow, Flow Measurements in Open Channels, Sedimentation, Reservoir Sustainability in Water Resources Projects, Design of Diffusers.

Tuce Aras is currently working at EKON Industry Construction & Trade Inc. as a proposal engineer. She received her MSc degree in Civil Engineering from the Middle East Technical University in Ankara, Turkey, where studied reservoir sediment management with Dr. Sahnaz Tigrek.