Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/1957
Title: THE STUDY OF HYDRAULIC JUMP IN FLUME EXPANSIONS
Authors: Sahgal, P. P.
Keywords: CIVIL ENGINEERING
CHANNEL FLUME
RECTANGULAR CHANNEL
HYDRAULIC JUMP FLUME EXPANSIONS
Issue Date: 1963
Abstract: Phis thesis reports the theoretical anniysis and oxperirie tal' Verification conducted to study "Thc hydraulic jump in expansions". The chaunci flume, in w ich the exan— si oni were made, was 3.33 ft. *vide and 100 ft. long. Three different expansions, I in 3, 1 in G and I in 10 were tried one after the other. it w s !ound both theoretically awl ex orimentally that the r omentum principle is a;snitcablo to the jumps in expansions. it was a.1 so found that it is more officient,than tUe jump in rectangular channel. Length and hoi.ht of tuc jump were fount to be loss tUUan the length and height of the jump In rectangular channel for to same !'roude * s Number.
URI: http://hdl.handle.net/123456789/1957
Other Identifiers: M.Tech
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

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