1) Coefficient of hydraulic pressure
水压力作用系数
2) force coefficients
作用力系数
1.
The results of numerical calculation showed that at a small deformation of particle,the force coefficients agreed well with the calculation based on the assumption of linear distribution of particle\'s deformation.
数值计算结果表明:当乳胶粒子的变形较小时,作用力系数的数值结果与粒子变形按线性分布假设的计算结果基本吻合;当粒子的长轴大于短轴3倍时,作用力系数达到最小,基本趋于零。
3) coefficient of water pressure
水压力系数
1.
It is illustrated that the coefficient of water pressure, which isn t constant along the height, is affected seriously by some factors, e.
结果表明 :水压力系数沿高程并非常数 ,且受到墙侧土层分布及其相对透水性、墙基土的透水性和下卧不透水层埋深等因素的严重影响 。
4) acting by external hydrostatic pressure
静水压力作用
1.
The buckling analysis on single layer insulation pipeline acting by external hydrostatic pressure;
静水压力作用下海底单层保温管道压溃屈曲分析
5) hydraulic fracturing
水力压裂作用
1.
Many hydrothermal veins and ore deposits are formed through hydraulic fracturing.
水力压裂作用是地壳内的一种重要变形破裂方式 ,许多热液脉体和热液矿床直接受其控制 。
6) pore-water pressure coefficient
孔隙水压力系数
1.
Research on rationality of pore-water pressure coefficient which is defined in saturated region indicats that pore-water pressure coefficient is ineffectual for calculating slope cosmictally stability under infiltration.
对定义在饱和区的孔隙水压力系数的合理性进行探讨,结果证明在计算入渗条件下大规模土质边坡稳定性时孔隙水压力系数将失效。
2.
In the paper, the problems are quantitatively calculated about the pore-water pressure coefficient and diaphram wall aging stability analysis on the basis of the conception of negative pore-water pressure produced from capillary water, which is directive to engineering practices.
该文从毛细水产生负孔隙水压力概念入手 ,对较难确定的孔隙水压力系数以及较抽象的地下连续墙时效稳定分析等问题进行了定量计算 ,以期对工程实践有一定的指导作
补充资料：灌溉水利用系数
灌溉水利用系数
efficiency of irrigation water
gUan灌溉gaishui liyong水利用系数XIShU(effieieney of irrigationwater)灌入田间的有效水量与渠首引进的水量之比，常以符号刀。表示，其计算公式如下: _琳，八八。刀臼二~二二;一入1、jU为 叽式中琳为进入田间的有效总水量;叽为从渠首引进的总水量。 灌溉水利用系数是评价灌溉渠系的工程状况和管理水平的一个重要指标，它既反映了灌区各级渠道的渗漏损失，义反映了在管理过程中无益的水量损失，如日灌夜排;因过量引水或不合理的配水所引起的渠尾泄水;渠道跑水;田面跑水和深层渗漏等。 为了提高灌溉水利用系数，主要的措施是进行渠道衬砌，减少渗漏;加强用水管理，实行计划用水，防止水量浪费和无益废泄。(谢安周)
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