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The Effect of Submergence Percentage of the Submerged Piles on the Reduction of Scour in Bridge Abutments
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نویسنده
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Razmi M.M. ,Sanei M. ,Ershadi C.
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منبع
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journal of rehabilitation in civil engineering - 2014 - دوره : 2 - شماره : 2 - صفحه:32 -39
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چکیده
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Scour around hydraulic structures is an inevitable phenomenon . recognition of this phenomenon and dealing with it is an issue considering which will ensure the project success . local scour at piers has been reported as the most important factor in the destruction of the bridges . the use of submerged and non-submerged piles is one of the scour control methods . submerged piles have been rarely used to assess scour . in the present study, the results of some tests with different flow rates and submergence percentages are given in the bridge abutment . the tests have been conducted at clear water conditions in a flume with length of 14m , width of 60cm and depth of 60cm . the results show that the increase in the submergence percentage of piles has a significant role in reducing pier scour.
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کلیدواژه
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Local scour ,Bridge abutments ,Submerged piles ,River engineering
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آدرس
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Islamic Azad University،Science and Research Branch, ایران, Institute of Soil Conservation and Watershed Management, ایران, hormozgan university, ایران
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Authors
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