Local Scour at Elliptical Guide Banks in Plain Rivers
The scour development in floods at abutments (Gjunsburgs & Neilands 2001, 2004, 2005, Gjunsburgs et al. 2004, 2005, 2006) and at elliptical guide banks is studied. The scour hole extents at abutments and guide banks are different. At the upstream head of
Govša, Jeļena +2 more
core
Local Scour at the Elliptical Guide Banks
Scour development in time at the elliptical guide banks during the floods was studied. The dimensions of the upper part of the elliptical guide banks, namely the turn and length, were calculated by the Latishenko method.
Govša, Jeļena +2 more
core
The investigation of local scour below hydraulic structures is so complex that makes it difficult to establish a general model to provide an accurate estimation for the local scour dimension.
K. Qaderi +3 more
doaj
Flow and likely scour around three dimensional seabed structures evaluated using RANS CFD
When a structure is placed on the seabed, tidal or other marine current induce areas of flow acceleration and deceleration. This may result in movement of the seabed substrate (often sand) near the structure.
Turnock, S.R. +3 more
core +1 more source
The effect of hydrostatic water level on the local scour downstream of plunging aerated jets. [PDF]
Tunc M, Aytac A, Tuna MC, Acar R.
europepmc +1 more source
Effect of ice cover roughness on local scour around bridge piers. [PDF]
Dong S, Zhang Z, Wang J, Sui J.
europepmc +1 more source
New experimental configuration for investigation of debris accumulation effect on local scour at bridge pier and abutment. [PDF]
Abousaeidi Z +4 more
europepmc +1 more source
Study on oscillation effect of wind power pile foundation on local scour. [PDF]
Zhao Z +7 more
europepmc +1 more source
Potential of roughening geometric elements as bridge pier local scour countermeasures. [PDF]
Ahmad A +5 more
europepmc +1 more source
Characteristics and mechanism of local scour reduction around spur dike using the collar in clear water. [PDF]
Qi H +5 more
europepmc +1 more source

