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   The Effect of Submergence Percentage of the Submerged Piles on the Reduction of Scour in Bridge Abutments  
   
نویسنده Razmi M.M. ,Sanei M. ,Ershadi C.
منبع journal of rehabilitation in civil engineering - 2014 - دوره : 2 - شماره : 2 - صفحه:32 -39
چکیده    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.
کلیدواژه Local scour ,Bridge abutments ,Submerged piles ,River engineering
آدرس Islamic Azad University،Science and Research Branch, ایران, Institute of Soil Conservation and Watershed Management, ایران, hormozgan university, ایران
 
     
   
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