摘要
通过数模计算预测和实测资料的分析研究 ,表明 0 1围区采用丁坝促淤效果较好 ,在不同的条件下需根据实际情况制定抛坝促淤的方法。
It is indicated from the prediction of mathematical model computation and the analysis of observed data that the effectiveness to promote sedimentation by groins in 01# embanked area is satisfactory.It is necessary to formulate the methods to build dikes according to actual needs and different conditions.
出处
《浙江水利科技》
2002年第2期3-4,共2页
Zhejiang Hydrotechnics
关键词
抛坝
促淤
海宁市
丁坝
水位误差
river regulation and reclamation
building dikes
promoting sedimentation
