1985
DOI: 10.1080/00221688509499344
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Local scour profiles downstream of hydraulic jump

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Cited by 90 publications
(36 citation statements)
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“…Jaeger (1939), Eggenberger (1943), and Mueller and Eggenberger (1944) studied horizontal jets entering tailwater. Other studies of submerged slightly inclined jets have established the similarity of scour-hole geometry and dependence on flow conditions (e.g., Farhoudi and Smith 1985;Rajaratnam 1981). The equation of Mason and Arumugam (1985), developed from an extensive literature review, appears to be representative of previous investigations using vertical free jets.…”
Section: Particle Stabilitymentioning
confidence: 99%
“…Jaeger (1939), Eggenberger (1943), and Mueller and Eggenberger (1944) studied horizontal jets entering tailwater. Other studies of submerged slightly inclined jets have established the similarity of scour-hole geometry and dependence on flow conditions (e.g., Farhoudi and Smith 1985;Rajaratnam 1981). The equation of Mason and Arumugam (1985), developed from an extensive literature review, appears to be representative of previous investigations using vertical free jets.…”
Section: Particle Stabilitymentioning
confidence: 99%
“…A typical case of scouring due to two-dimensional jets is the scour below a spillway. Smith (1982 and carried out an extensive study on this topic. A plain apron was used as bed protection.…”
Section: Introductionmentioning
confidence: 99%
“…The results on time development were in general agreement with the work by Breusers and Raudkivi (1966). The similarity of scour profiles was established by plotting the coordinates of the profiles scaled with the maximum scour depth at any time Smith, 1982 and. This result first demonstrated that the scour hole profile could be described and the volume of sediment removed out of the scour hole could be predicted, provided the corresponding maximum depth of scour is know.…”
Section: Introductionmentioning
confidence: 99%
“…In 1985, Farhoudi and Smith [7] widely studied local scour evolution downstream of an ogee spillway and reported an equation similar to that of Breusers [6] for time scale of scour hole where was estimated equal to 0.19. Ali and Lim [8] reported the e ect of tail-water depth on dimensions of scour hole and suggested a limit for tail-water depth a ecting the maximum scour depth.…”
Section: Introductionmentioning
confidence: 99%