EXPERIMENTAL STUDY OF SCOUR RATE IN CONSOLIDATED COHESIVE SEDIMENT
EXPERIMENTAL STUDY OF SCOUR RATE IN CONSOLIDATED COHESIVE SEDIMENT作者机构:State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan 430072 China Anhui Bureau of Yangtze River Management Wuhu 241000 China Yangtze River Scientific Research Institute Wuhan 430010 China
出 版 物:《Journal of Hydrodynamics》 (水动力学研究与进展B辑(英文版))
年 卷 期:2010年第22卷第1期
页 面:51-57页
核心收录:
学科分类:08[工学] 081502[工学-水力学及河流动力学] 0815[工学-水利工程]
基 金:supported by the National Natural Science Foundation of China (Grant No.50679064)
主 题:cohesive sediment consolidation dry density scour rate scour rate formula
摘 要:The erosion process of a cohesive sediment after consolidation was studied experimentally in a closed conduit system. The test samples investigated in this study are mixtures of sand and clay with variable compositions and different consolidation times. The main concern of this study is the effects of the dry density of the consolidated sediment on scour rate. A scour rate formula is derived and further interpreted based on the experimental results.