摘要
根据社上水库库水位实际下降过程,分别建立了一号坝斜心墙体、上游坝壳体浸润线方程,并据此对坝顶裂缝成因进行定量分析,指出了库水位降速较快所形成的危险水力条件引起坝坡失稳,是产生坝顶裂缝的主要原因.
By the practical falling course of the water level of Sheshang reservoir,this paper founded the seepage limes'equations of the sloping core of the 1#dam and the upstream dam shell.And based on them ,it made a quantitative analysis on the reason of resulting the crack.The main reason is that the water level of this reservoir fell quickly which caused the dam slope offbalance.
出处
《江西水利科技》
2003年第1期1-7,共7页
Jiangxi Hydraulic Science & Technology
