TECHNICAL PAPERS
Mar 1, 1992

Reservoir Sedimentation. II: Reservoir Desiltation and Long‐Term Storage Capacity

Publication: Journal of Hydraulic Engineering
Volume 118, Issue 3

Abstract

During the past 30 years, China has implemented structural and operational procedures to maximize sediment discharge from the impounded reaches of rivers, thereby reducing, arresting, or reversing reservoir sedimentation at many sites. Hydraulic methods used in China to preserve capacity are outlined in this paper, including sediment routing during floods, sediment flushing during floods, emptying and flushing, and density current venting. A method to compute retrogressive erosion during the drawdown of a reservoir is developed, and an approximate method for estimating the amount of sediment that can be vented from a reservoir as a density current is proposed. The computed values are compared with field data. Field data on the floodplain slope formed during flood season and the bottom slope of the main channel formed during nonflood season are analyzed. Empirical formulas for both slopes are presented for estimating long‐term storage capacity.

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References

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Akiyama, J., and Stefan, H. G. (1984). “Plunging flow into a reservoir: Theory.” J. Hydr. Engrg., ASCE, 110(4), 484–499.
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Fan, J. (1985). “Methods of preserving reservoir capacity.” Methods of computing sedimentation in lakes and reservoirs. UNESCO, Paris, France, 65–164.
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Fan, J., and Jiang, R. (1980). “On methods for the desiltation of reservoirs.” Int. Seminar of Experts on Reservoir Desiltation, Ministry of Agriculture, Tunis, Tunisia.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 118Issue 3March 1992
Pages: 370 - 384

History

Published online: Mar 1, 1992
Published in print: Mar 1992

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Authors

Affiliations

Jiahua Fan
Prof., Sr. Engr., Inst. of Water Conservancy and Hydroelectric Power Res., P.O. Box 366, Beijing, China
Gregory L. Morris
Morris & Associates, P.O. Box 5635, San Juan, Puerto Rico, USA

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