Local Scour Development at Engineering Structures during Multiple Floods
Using the differential equation of equilibrium of the bed sediment movement in clear water, a method for calculating the scour development in time at engineering structures in river flow during floods has been elaborated.
Jaudzems, Gints, Gjunsburgs, Boriss
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Numerical investigation structural protection measures for riverbank due to flood flow-driven damage. [PDF]
Le TH.
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Local scour modeling on the basis of scour experiments [PDF]
openaire
Riverbed Layering Impact on Scour at the Abutments
The damage of the engineering structures caused by scour leads to considerable economical and envi-ronmental losses. The local flow modification and its changes in time during the floods, as well as local geological conditions, as riverbed layering, type
Govša, Jeļena +2 more
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Riprap mitigation of downstream scour at grade-control structures considering tailwater depth and layer thickness. [PDF]
Mohammadnezhad H +2 more
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SCOUR AT ELLIPTICAL GUIDE BANKS UNDER STRATIFIED BED CONDITIONS: EQUILIBRIUM STAGE
The scour development in time and the equilibrium stage of scour near abutments and guide banks with a uniform layer and stratified bed conditions have been studied.
Jaudzems, Gints +2 more
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Study on CMC-Based Suppressant for Coal Dust and Spontaneous Combustion Control. [PDF]
Wang J, Jia T, Zhang Z, He X.
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Scour Development and Bridge Abutment Safety during the Floods
Bridge crossings on plain rivers were modelled and scour development at the abutments and guide banks were studied. Tests were carried out in flumes 3.5 m wide and 21 m long in clear water conditions for FrR = Frf.
Govša, Jeļena +2 more
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Experimental study of seepage-scour failure in geotextile tubes gap with damaged vertical sidewall. [PDF]
Mao WL, Zhang L, Wang TW.
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Optimization of scours downstream of conduit aerators. [PDF]
Arici E +4 more
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