Study on CMC-Based Suppressant for Coal Dust and Spontaneous Combustion Control. [PDF]
Polymers (Basel)Wang J, Jia T, Zhang Z, He X.
europepmc +1 more source
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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Investigation of vorticity and secondary flow strength near the protected bridge pier in a sharp bend. [PDF]
Sci RepMoghanloo M, Vaghefi M.
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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]
Sci RepMohammadnezhad H +2 more
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Effect of the River Bed Stratification on Scour at Guide Banks
The failure of guide banks because of scour at stratified bed conditions leads to the flow redistribution and an unpredicted scour at the alignment of the bridge crossing; as a result, this can be the reason for failure of piers and/or abutments.
Govša, Jeļena, Gjunsburgs, Boriss
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New experimental configuration for investigation of debris accumulation effect on local scour at bridge pier and abutment. [PDF]
Sci RepAbousaeidi Z +4 more
europepmc +1 more source
Stratified Bed Conditions Impact on Scour Development at Engineering Structures
River flow contraction by engineering structures (intakes, embankment, abutments, spurs, guide banks) to flow leads to flow pattern modification, concentration of streamliners, sharp drop in water level, local increase in velocity, and development of ...
Govša, Jeļena, Gjunsburgs, Boriss
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The study on the response of erosion and deposition evolution in the main channel of the Tarim River to water and sediment conditions under different representative years. [PDF]
PLoS OneGao J, Li L, Zong Q, Dai W.
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Local scour at wide bridge piers
, 2014 Laboratory data for local scour depth at the size of wide piers are presented. Clear water scour tests were performed various pier widths (0.06, 0.076, 0.102, 0.14 and 0.165 m), two type of pier shapes (circular and rectangular) and two types of uniform ...
Yusuf, Badrunnisa +3 more
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