Effect of buried plates on scour profiles downstream of hydraulic jump in open channels with horizontal and reverse bed slopes

作     者：Akram Abbaspour Sahar Parvini Ali Hosseinzadeh Dalir 

作者机构：Department of Water EngineeringUniversity of Tabriz 

出 版 物：《Water Science and Engineering》 (水科学与水工程（英文版）)

年 卷 期：2016年第9卷第4期

页      面：329-335页

核心收录：

学科分类：080103[工学-流体力学] 08[工学] 080104[工学-工程力学] 081502[工学-水力学及河流动力学] 0815[工学-水利工程] 0801[工学-力学（可授工学、理学学位）] 

主　　题：Local scour Buried plates Hydraulic jump Horizontal and reverse bed slopes 

摘      要：Local scour downstream of sluice gates in erosive beds is one of the main concerns of hydraulic engineers because it can cause considerable damage to *** researchers have conducted various studies to predict the maximum depth and length of scour holes and to develop new methods to control this *** the methods that have recently been examined,embedded buried plates are used to control the scour in the erosive *** this study,using a physical model,the effect of buried plates in erosive beds on the depth of scour downstream of a hydraulic jump was *** experiments were performed in which plates were buried at 50° and 90° angles at different distances from the apron in open channels with horizontal and reverse bed *** results of experiments in which the scour profiles were drawn in dimensionless forms show that the angle and position of the plates are important to controlling and reducing scour *** fact,by reducing the angle of buried plates,the maximum depth of scour is also ***,comparison of the results of a single buried plate and double buried plates shows that using two buried plates at the distances of 30 and 45 cm from the non-erodible bed is more effective in reducing the scour *** best distances of the buried plates with angles of 90° and 50° from the non-erodible bed are 45 cm and 30 cm,respectively,in the condition with a single buried plate.