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Review on Counter Measures for Scouring Around the Bridge Pier

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dc.contributor.author Patel, Kuldeep
dc.contributor.author Nath, Snehansu
dc.date.accessioned 2020-11-12T10:25:56Z
dc.date.available 2020-11-12T10:25:56Z
dc.date.issued 2020-09
dc.identifier.issn 2277-3878
dc.identifier.uri http://ir.paruluniversity.ac.in:8080/xmlui/handle/123456789/7803
dc.description.abstract Bridge pier as a crucial part of a bridge is used for various marine and transportation purposes. Local scouring around the bridge pier is a prominent cause which leads to the failure of the bridge system. scouring around the bridge pier is caused due to the effect of vortices created by water current. To prevent scouring we have to design the countermeasures and also maintain the sediments which are erodible. This review examines both type of countermeasure devices. Measures such as to divert the flow or to strengthen the river bed. Use of slot can reduce the scouring to 20% and with combination of collar and slot the reduction efficiency increases. Use of rip rap strengthens the river bed and reduces the scouring. Both the measures are different in their aspects and can be used to reduce scouring. Various countermeasures used together can reduce the scouring effectively. en_US
dc.language.iso en en_US
dc.publisher International Journal of Recent Technology and Engineering | Volume-9 | Issue-4 en_US
dc.subject Bridge Pier, Collar, Countermeasures, Geo bags, Rip rap, Scouring,Slot. en_US
dc.title Review on Counter Measures for Scouring Around the Bridge Pier en_US
dc.type Article en_US


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