1) vertical horizontal closure
平立堵
2) end-dump
立堵
1.
Research on space and time effect of end-dump river closure with double dikes;
底孔分流条件下双戗堤立堵截流水力计算
3) Transverse dumping
平堵
4) end-dump advancing from both banks
双戗立堵
1.
The closure work of diversion channel of TGP is completed by means of end-dump advancing from both banks, it requires that the upstream closure dike should share two third of closure drop, and the downstream closure dike one third of closure drop.
三峡工程导流明渠采用双戗立堵截流 ,上下游戗堤分别承担 2 /3和 1/3落差 ,采用水力学计算确定相应落差分担关系下的进占协调关系和上下戗堤的龙口水力学参数 ,并对实际截流施工时的水力条件进行了反演计算。
5) river closure by end dumping
立堵截流
1.
Several basic problems in the investigation on risk of river closure by end dumping,are analyzed.
分析了立堵截流风险研究中所涉及的几个基本问题，并具体提出了截流工程中高流速、小水深这一类型的风险指标、风险率模型以及解决其计算关键问题的方法。
6) end dumping closure
立堵截流
1.
Through the practices of the end dumping closure projects,it is recognized that the main hydraulic factors,which affect the difficulty in end dumping closure,are closure drop Z ,discharge Q and water depth h .
从立堵截流工程实践中 ,认识到影响截流难度的主要水力因素是截流落差Z、截流流量Q和截流水深h。
补充资料：堵立
1.如墙而立。形容站在一起的人很多。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条