Hydraulic Design of Side Weirs. B C Bromwich, CE Rickard, Y Gasowski, R W P May
ISBN: 072773167X,9780727731678 | 151 pages | 4 Mb
Hydraulic Design of Side Weirs B C Bromwich, CE Rickard, Y Gasowski, R W P May
Publisher: Thomas Telford Publishing
ARTS hydraulic design software. ARTS incorporates an easy- to-use design capability for flumes and weirs. The present study investigates the hydraulic behavior of a trapezoidal labyrinth side weir. NOTE: Some of the graphs contained in this section are copied from the Los Angeles. (ed.) Normal View MARC View ISBD View. Approach depth conditions not covered by other Hydraulic Design Criteria charts. On the upstream side and one on the downstream side of the weir. [ Books ] Authors: Bromwich, B. The weir at Coburg Lake in Victoria (Australia) after heavy rainfall. Hydraulic Engineering Circular (HEC) 22, Urban Drainage Design Manual  . Hydraulic design of side weirs. Of lower and upper nappe surface coordinate data for weirs sloping down-. The side channel spillway is one in which the control weir is placed along the side of and approximately parallel to the upper portion of the spillway discharge channel flow over the crest falls into the narrow trough opposite the weir, turns an approximate right The side channel design is concerned only with the hydraulic action in the upstream reach of the discharge channel and is more or less independent of the details selected for the other spillway components.
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