摘要
根据管涌砂槽模型试验结果,结合已有理论计算,对盖重最大、最小宽度和汛期管涌抢险的合理范围进行了讨论,给出了具体建议,可供设计和抢险工作参考。
Based on experimental results of flume tests and available theoretical analysis results, methods to determine the maximun and minmum widths of landside seepage berms and the reasonable scopes for piping fighting are discussed. Some concrete suggestions are then put forward for future works in dike designs and flood fighting.
出处
《水利水电技术》
CSCD
北大核心
2007年第2期27-29,共3页
Water Resources and Hydropower Engineering
基金
水利部科技创新项目(SCX2000-02和SXC2001-09)
水利部重大项目"防洪减灾重大技术问题研究"
关键词
管涌
盖重
抢险范围
堤防工程
piping
seepage berm
scope for piping fighting
dike project
