贴坡排水层的底脚处必须设置排水沟或排水体，其深度或厚度应使水面结冰后，排水沟(排水体)的下部仍有足够的排水断面。
At the foot of the drainage on embankment slope, there must be a drain, the depth and thickness of which must guarantee enough draining section when the surface is frozen.
贴坡排水层的顶部应高于坝体浸润线的逸出点，超出的高度务使坝体浸润线位于该地区冻结深度以下，且不小于1.5米。
Its top must be higher than dam saturation line's exit point, and the extent exceeded must ensure the saturation line is no less than 1.5 meters below local freezing depth.
棱体排水的顶部高程应超出下游最高水位，应大于波浪沿坡面的爬高，且不小于下列0.5米。
Its top elevated level must exceed the highest water level downstream, be higher than the wave runup along the slope, and be no less than 0.5 meters.
提出了采用水平排水技术疏干坡体，防治滑坡的技术措施。
On this basis the measures of horizontal drain Wells for dewatering the body of slope and preventing landslides are proposed.
其次拟定坝的基本尺寸，包括坝坡、坝顶高程、坝顶宽度以及防渗体及排水设备、护坡等的尺寸，使之满足土石坝的工作要求。
Then, you can decide the basic sizes, including those of slope, crest el, crest width, anti-seepage, drainage, protecting slope, and etc.
现有的公路设计中，考虑较多的仅仅是通过设置道路的纵坡、边沟及排水沟等设施来排除地表水。
The existing highway design criterion only takes setting pavement longitudinal grade, side ditch and drainage ditch into account in order to eliminate surface water.
本文分析了室内排水埋设工程，管道堵塞、漏水、倒坡等问题，并提出从设计到施工应采取的预防措施。
This paper analyses the problem of leak and backward slope in indoor pipeline and brings forward the prevention from design phase to construction phase.
明挖扩大基础基坑开挖时，土方采用挖掘机开挖，并由人工配合进行边坡修理、基坑顶面排水沟的修建等辅助工作。
For open spread foundation, the pit is excavated by excavators for earth work with manpower to trim the side slope and build the ditch on top of base pit.
主要型式有棱体排水、贴坡排水、褥垫排水和综合式排水等。
There are drainage prism, drain on embankment slope, blanket drainage and comprehensive drainage.
通过在相应部位施工钻孔灌注桩，完善相关排水、隔水系统等措施，使住宅和边坡达到稳定。
The dwelling house and the slope are stabilized by construction of piles in pre-bored holes and improvement of dewatering & cut-off drainage measures.
适用于水电站铁路公路边坡大吨位预应力锚固孔排水孔的施工，以及预防滑坡岩石坍塌等地质灾害治理工程。
It is used to drill heavy duty pretension anchor holes at side slope of water power station, railway or highway projects, as well as drainage holes.
港口岸坡虹吸排水系统中汲水井的间距越小或控制排水面积越小，则越能提高岸坡的虹吸排水效果。
The siphon drainage effect of hank slope will improve if the distance between bailing wells, or controlling drainage area, is smaller.
因此，暴雨区的坡面防护和坡内排水应给予重视。
So slope surface protection and inside bailing within great storm zone should be emphasised.
实例表明，该方法合理有效，可用于边坡水平排水孔幕系统的排水效果评价及边坡水平排水孔幕系统的合理设计。
It is shown from a practical example that the reasonable results can be obtained, the method can be used in assessment and design of horizontal drainage project.
最后，文章以茶岭新村边坡支护工程为例，说明了降雨对边坡稳定的影响以及排水沟和泄水孔等在边坡支护中的运用。
At last, taking the dialing Xincun slope harnessing engineering as the example, the slope stability under the affection of rainfall and the application of drain ditch and drain hole are accounted for.
以三峡库区奉节某货运码头为原型，于实验室模拟了港口岸坡虹吸排水技术。
The siphon drainage technology of the Harbor Bank slope was simulated in the laboratory with a Fengjie freight dock, and the region of Three Gorges reservoir serving as our paradigm.
同心桥滑坡是由于人工开挖削坡而引发的，采用钢筋混凝土抗滑桩和卸荷、排水等措施成功地治理了滑坡。
Tongxinqiao landslide was resulted from man made digging the hillside and has been controlling successfully using steel concrete slideresisting stakes.
反坡富水岩溶隧道施工的主要难题是反坡抽排水，而快速有效地排除反坡施工地段的积水，对隧道的施工组织和现场管理影响重大。
Drainage in a reverse slope is the primary problem in the construction of a tunnel in a reverse-slope stratum with abundant water.
还介绍了边坡排水系统设计、支护结构设计及支护施工中出现的问题及相应的处理措施。
The design of the drainage system, the design of the anchor-plate retaining system and the countermeasures of many problems in the constructions of the slope were also discussed in this paper.
加强坝与地基、岸坡或其他建筑物的连接，合理布置排水及反滤设施，以避免事故的发生。
Connection between dam, foundation, bank slopes and other structures has to be strengthened, and drainage and anti-filtering facilities have to be properly arranged to avoid accident mentioned above.
综合考虑边坡岩体结构特征、降雨和地震以及工程费用方面的因素，推荐采用排水和边坡预应力锚索加固措施。
Drainage measures and prestressed anchor reinforcement are used by considering the slope structure, rainfall, earthquakes and cost factors comprehensively.
综合考虑边坡岩体结构特征、降雨和地震以及工程费用方面的因素，推荐采用排水和边坡预应力锚索加固措施。
Drainage measures and prestressed anchor reinforcement are used by considering the slope structure, rainfall, earthquakes and cost factors comprehensively.
应用推荐