1) dynamic water sealing
动水截流
1.
The directional drilling technology, pneumatic cement injection and mixing grouting technology, dynamic water sealing technology and others were applied to rapid sealing of mine roadway.
正确判断突水水源与突水构造,合理制定注浆堵水方案,采用定向钻进技术、气动下灰射流搅拌注浆工艺、动水截流等技术快速封堵巷道,并采用引流注浆加固封堵巷道的薄弱地带,利用返流注浆加固陷落柱,既保证了注浆质量,又加快了复矿速度。
2) Cut-off and sealing water
截流堵水
3) deep-water closure
深水截流
1.
By using the utilization of the critical and stability slope theory,and found the solution by the numerical calculation in combination with the deep-water closure of the Three Gorges proje.
为掌握水利水电工程中深水截流堤头坍塌机理与稳定性规律、全面评价大江大河截流难度,在工程界已采用理论分析、数值计算及物理模型试验等方法取得相应成果的基础上研究了采用临界与稳定坡度理论,建立了坍塌及稳定性模型,结合三峡工程大江深水截流进行了数值计算求解,实际应用中取得了良好的预测与控制效果,由此给出了对大江大河截流难度的新认识。
4) sewage interception
污水截流
1.
Yangzhou City sewage interception project is responsible for sewage and part of rainwater collection and transmission in the old town, the southeast, and the northeast parts of the city.
扬州市污水截流工程承担着扬州市老城区及东南、东北片等区域污水及部分雨水的收集、输送任务,其一期工程于2001年10月全部投运,经过两年多的运行达到了设计要求。
2.
The design of the sewage interception and the!key points during construction were detailed including determination of the overall plan,design of the intercepting well and sewer,choice of pipe,foundation treatment,revetment repair and reinforcement and so on.
详细介绍了污水截流工程设计及施工中的关键点,包括工程总体方案的确定、截流井的设计、管材的选择、截流渠道的设计、基础处理、驳岸的修复与加固等。
3.
Aiming at the three sewage interception facilities(Da Wuchuan,Changqiao and Meilong) of Suzhou River water system sewage interception and treatment project,the detailed design plan and construction were put forward by the author.
针对苏州河水系截污治污工程中大武川、长桥、梅陇等3座旱流污水截流设施,介绍了具体的设计方案和施工。
5) to intercept sewage
截流污水
6) interception diversion
截流引水
补充资料：矿山工业场地地表水截流
矿山工业场地地表水截流
shut-off surface water for mine industrial site
kuongshan gongye cho门gd}d一匕一oosh日一{}el}日矿山工业场地地表水截流(、11t，t off、urfae。water for mine indu、trlal szte)将矿山上业场地坡顶上方地表选流引入截水沟的措施一般不允许截水沟的水排人上业场地内的排水系统。只有在设置截水沟有困难，且地表逞流面积不大，或设有坚固的防护措施时，才允许将截水沟雨水直接排人场地排水沟内 截水沟尽可能选在地形较平坦.工程地质条件较好的挖方地段.并使水流最短，与坡顶的距离】般不小于几nl.湿陷性黄土区截水沟至坡顶安全距离不小于飞。m.并要加固防渗。截水沟转弯半径约为沟宽的5一l()倍截水沟断而形式.宜采用梯形沟，断面大小应根据地表逞流量确定 仁汪应笃)
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