1) pouring water test
注水实验
1.
The article introduces and analyses test of osmctic coefficient before construction of the high - pouring waterproof wall by well pouring water test,and gets the technological parameter of the constrution.
叙述、分析了在高喷防渗墙施工前通过围井注水实验对渗透系数的测试,最终确定了施工中所采用的工艺参数。
2) laboratory waterflood experiment
实验室注水试验
3) injection experiment
注入实验
4) water injection test
注水试验
1.
Discussion on water injection test inapplicability to the permeability test for homogeneous earth dam
关于注水试验不适合均质土坝坝体渗透性测试的讨论
2.
In accordance with the case of large mining depth in Xingdong coal mine,study on coal floor strata failure depth test of working face 2121 was carried out by water injection test.
针对邢东矿大采深的情况,利用现场底板注水试验对2121工作面底板采动破坏深度进行了测试研究,依据单位注水量的动态变化以及注水孔与采线之间的距离关系,确定了底板破坏深度。
5) Water injection experiment
注水试验
1.
The well excavation inspection, water injection experiment and core boring prove that high pressure swing guniting method for curtain grouting is feasible and parameters used in construction are correct.
通过围井开挖检查、围井注水试验及钻孔取芯检查 ,验证了设计采用高压摆喷方法进行防渗帷幕灌浆是可行的 ,所采用的施工参数是正确的。
2.
decreased sensitivity,In order to improve observation accuracy of infiltration,water injection experiment,scouring and silting were taken.
为提高渗透观测精度,江口水电厂对各测压管进行注水试验和冲淤。
6) water model experiment
水模实验
1.
Based on a water model experiment, a st udy on the meniscus model in the continuous caster mold was carried out by mean s of a video tool on computer, and the meniscus was computed in different techn ical conditions.
采用水模实验，以及电脑影像技术，在实验室里对连铸结晶器内钢液弯月面进行了模拟研究，对不同工艺条件下的钢液弯月面进行了数值模拟。
2.
Based on approximation principle,by means of using water model experiment,the flow field and flow distributing in the tundish of the 5-strand are studied.
根据相似原理,采用水模实验,研究五流中间包的流场及流动特性,在中间包模型内加"U"型挡墙,并调整挡墙上开孔的倾角和位置来控制流体流动的方式,以获得最优方案。
补充资料：保险商实验室安全标准(见保险商实验室)
保险商实验室安全标准(见保险商实验室)
safety standards of UL: see Underwriters Laboratories; UL
Baoxianshang Sh啊nshi anquan bicozhun保险商实验室安全标准(saJ七ty stand助dsofUL)见保险商实脸室。
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