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Design of A Spillway: A Case Study

Sibrat Beturkar

Abstract


A hydraulic structure constructed to discharge surplus water from the reservoir into the river on the downstream side without endangering the safety of the dam is known as Spillway. Spillway is very important structure in any dam project. Many dams have failed because of incorrect design of spillway. Spillway is most vulnerable part of dam. Proper attention has to be given to the design and construction of spillway. Spillway can be divided into different component parts and designs of these parts are dependent on each other. The energy dissipation arrangement is the most important part and has to be done carefully. There are different types which can be used, however hydraulic jump type stilling basin is found to be suitable for the present project. In the present case a complete design of a spillway suitable to suit the typical site conditions has been carried out. Spillway has been designed for maximum flood discharge of 10,500 cusec.


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References


Garg S K. Irrigation Engineering and Hydraulic Structures. Nineteenth Revised Edition, Khanna Publishers; 2005: 1099–1148p.

Modi P N. Irrigation Water Resources and Water Power Engineering. Sixth Edition. Standard Book House Publishers; 2004: 529–586p.

Punmia B C, Pande B B Lal. Irrigation and Water Power Engineering. Twelfth Edition. Firewall Publishers; 1992: 475–526p.

Linsley Ray K, Franzini Joseph B, Freyberg David L, et al. Water Resources Engineering. Fourth Edition; 1992: 269–311p.

Dandekar M M, Sharma K N. Water Power Engineering, Vikas Publishers; 2004: 186–208p.

Dubler James R, Grigg Neil S. Dam Safety Policy for Spillway Design Floods. Journal of Professional Issues in Engineering Education and Practice; 1996: 163–169p.

Colgate, Elder R. Design Considerations Regarding Cavitation in Hydraulic Structures. Proceedings of 10th Hydraulic Division Conference of American Society of Civil Engineers, Urbana; 1961: 16–18p.




DOI: https://doi.org/10.3759/jowrem.v2i2.1800

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