Pressure Distribution on Spillway Flip Bucketsby Tio-Chun Chen,
Serial Information: Journal of the Hydraulics Division, 1965, Vol. 91, Issue 2, Pg. 51-63
Document Type: Journal Paper
Closure: (See full record)
Abstract: A method has been developed for calculating the pressure distribution and free-surface profile of a steady, two-dimensional, potential flow past a spillway flip bucket or a toe-curve without gravity. The method has been applied to compute the pressure distributions on two flip buckets of Hartwell Dam with 3-ft radii and lip angles of 20○ and 40○, respectively. The computed pressure distribution for the 40○ bucket agrees extremely well with the measurements from model studies. The theoretical free-surface profile also agrees fairly well with the experimental results. The computed values for the 20○ bucket are all smaller than the measured pressure coefficients. The maximum discrepancy is approximately 10%.
Subject Headings: Pressure distribution | Free surfaces | Two-dimensional flow | Spillways | Pressure measurement | Model analysis | Flow distribution | Flow profiles |
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