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contributor authorK. Babaeyan-Koopaei
contributor authorE. M. Valentine
contributor authorD. Alan Ervine
date accessioned2017-05-08T20:44:20Z
date available2017-05-08T20:44:20Z
date copyrightJune 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A6%28562%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25382
description abstractThe Brent Reservoir was constructed in the mid-1830s and its siphon spillways were completed in 1936 to protect the dam from overtopping in the event of an extreme flood. Since completion, there have been problems with the hydraulic performance of the siphons, some of which primed simultaneously, causing flooding downstream. A physical hydraulic model study has been conducted to investigate the hydraulic performance of the siphons in order to establish reliable stage discharge relationships. The existing bellmouth siphon system was found to be unsuitable, causing the siphons to prime suddenly at discharges of around 3 m
publisherAmerican Society of Civil Engineers
titleCase Study on Hydraulic Performance of Brent Reservoir Siphon Spillway
typeJournal Paper
journal volume128
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:6(562)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
contenttypeFulltext


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