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Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/11896

Title: Discharge measurements in sewers using combined weir-gate device
Authors: Alhamid, A.A.
Keywords: Engineering controlled terms: Canal gates; Discharge (fluid mechanics); Flow patterns; Sediments; Ultrasonic devices; Weirs
Issue Date: 2000
Publisher: WITPress
Citation: Water Studies Volume 7, 2000, Pages 133-142
Abstract: In this paper a combined weir-gate device was tested experimentally in circular sewer for flow measurements. The device was tested in two different locations. One at the end of the system in which free fall is exist and the other is within the system. In both locations flow released from the gate is under free flow conditions. Different weir gate dimensions were tested. Results showed that location plays important role on discharge coefficient and that the discharge coefficient correlates well with the flow parameters, gate opening and weir height. Equation were developed for the device for both locations and agreements with experimental data was achieved.
URI: http://hdl.handle.net/123456789/11896
ISSN: ISBN: 1853128147
Appears in Collections:College of Engineering

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