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contributor authorCharles M. Burt
contributor authorRussdon Angold
contributor authorMike Lehmkuhl
contributor authorStuart Styles
date accessioned2017-05-08T20:49:09Z
date available2017-05-08T20:49:09Z
date copyrightApril 2001
date issued2001
identifier other%28asce%290733-9437%282001%29127%3A2%2884%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28040
description abstractThe EXCEL design procedure for a simple hydraulic flap gate for automatic upstream canal water level control is provided. Basic configurations were developed in The Netherlands in the 1920s and have recently been used in Indonesia, the Dominican Republic, and Nigeria. Four irrigation districts in the San Joaquin Valley of California have constructed and installed over 60 properly functioning flap gates. The gates can be installed within 2 h, but require free discharge conditions and in practice are limited to controlling water depths of about 1 m or less.
publisherAmerican Society of Civil Engineers
titleFlap Gate Design for Automatic Upstream Canal Water Level Control
typeJournal Paper
journal volume127
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2001)127:2(84)
treeJournal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 002
contenttypeFulltext


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