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Scour development downstream of a spillway
KTH, Tidigare Institutioner                               , Mark- och vattenteknik.ORCID-id: 0000-0002-2342-2068
2003 (engelsk)Inngår i: Journal of Hydraulic Research, ISSN 0022-1686, E-ISSN 1814-2079, Vol. 41, nr 4, s. 417-426Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

The scouring process downstream of spillways is an important research topic of value in engineering practice. The objectives of the present experimental study were to examine the similarity development of scour profiles, the controlling scour mechanism and predictions of the scour geometry. No experimental evidence was found in support of the similarity assumption for the scouring process. Scouring downstream of a spillway is controlled by large secondary flows and a vortex system induced by a hydraulic jump. The main dimensionless parameters controlling the scouring process are the relative operating head, the relative sediment size, and the relative roughness of the scour protective plate. The maximum scour depth and the rate of sediment transport can be estimated by using simple, power-type equations that relate the scour geometry to the controlling scour parameters.

sted, utgiver, år, opplag, sider
2003. Vol. 41, nr 4, s. 417-426
Emneord [en]
scouring, spillways, scour similarity, scour equations, sediment transport, temporal scouring, hydraulic jumps, flow visualization, secondary flows
Identifikatorer
URN: urn:nbn:se:kth:diva-22767ISI: 000184971700007OAI: oai:DiVA.org:kth-22767DiVA, id: diva2:341465
Merknad
QC 20100525Tilgjengelig fra: 2010-08-10 Laget: 2010-08-10 Sist oppdatert: 2020-01-02bibliografisk kontrollert

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