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contributor authorJiahua Fan
contributor authorGregory L. Morris
date accessioned2017-05-08T20:41:24Z
date available2017-05-08T20:41:24Z
date copyrightMarch 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A3%28370%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23607
description abstractDuring 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.
publisherAmerican Society of Civil Engineers
titleReservoir Sedimentation. II: Reservoir Desiltation and Long‐Term Storage Capacity
typeJournal Paper
journal volume118
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:3(370)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 003
contenttypeFulltext


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