Cite this paper:
SUN Tianting, LIU Qingjun, WANG Dengting. Stable-thickness study of masonry block on the inner slope of dikes[J]. HaiyangYuHuZhao, 2019, 37(6): 1921-1928

Stable-thickness study of masonry block on the inner slope of dikes

SUN Tianting1,2, LIU Qingjun1,2, WANG Dengting1,2
1 Nanjing Hydraulic Research Institute, Nanjing 210029, China;
2 Key Lab of Port, Waterway and Sedimentation Engineering of MOT, Nanjing 210024, China
Abstract:
Dike failure caused by overtopping is likely to result in major casualties and property losses. Aiming at this fact, a series of physical model experiments were conducted on stable thickness of masonry block on the inner slope of the dike. According to the erosion of block embankment with different thicknesses, the relation between the stable thickness of masonry block pitching of the inner slope and the average overtopping discharge is discussed. New equations subject to irregular waves are presented for average overtopping discharge, based upon the analysis of mean overtopping discharge and comparison of present overtopping discharge formulas at domestic and abroad. Finally, a calculation equation of the stable thickness of the dry masonry block stone of inner slope subject to irregular waves is given. In conclusion, the formula matches well with the experiment result, which is capable of functioning as an important reference for structure designs of the dike in China.
Key words:    mean overtopping discharge|block revetment|inner slope|stable thickness   
Received: 2018-09-07   Revised: 2019-01-29
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Articles by SUN Tianting
Articles by LIU Qingjun
Articles by WANG Dengting
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