1) piezometric level
测压水位
2) piezometer level
测压管水位
1.
Based on observed protype data of piezometer level in a long narrow mountain body used as a part of water-retaining structure, a statistical model and prognosis equation of piezometer level related with reservoir level, rainfall and time effect are found by determinate function method and physical inference method.
根据一档水条形山体测压管水位的原型观测资料，用确定性函数法和物理推断法建立测压管水位与库水位、降雨、时效等因素有关的统计模型和预报方程，由预报方程预测条形山体在高水位和不利降雨情况下的地下水位，从而计算出山体可能滑动面上的上举力，在岩体自重和上举力共同作用下，用分解平衡法（ＤｅｃｏｍｐｏｓｉｎｇＥｑｉｌｉｂｒｉｕｍＭｅｔｈｏｄ）求其可能滑动体的稳定安全系数，从而判断其稳定性。
2.
According to the observation data of piezometer level measured before reinforcement and the data of geological investigation, the seepage parameters of dam body and its foundation are obtained by use of the flexible tolerance metho.
首先建立典型断面的有限元模型,根据加固前的测压管水位资料和地质勘探资料,采用可变容差优化计算方法反演加固前坝体和坝基材料的渗透参数。
3) piezometric level
测压管水位
1.
In this paper, monitoring data of piezometric level, pore water pressure and seepage of main dam was analyzed, as well, dam safety was evaluated.
根据工程实际情况,详细分析了主坝坝体测压管水位、孔隙水压力、渗流量等观测资料,从安全监测的角度评价了主坝的运行状态。
4) high pressure steam chest water-level gauging system
高压汽包水位监测
5) in situ pore water pressure measurement
原位测试原位孔隙水压力量测
6) drawdown of piezometric level
水位压降
补充资料：地下水水位观测(见水位观测)
地下水水位观测(见水位观测)
d ixiashui shuiwei guanee地下水水位观测见水位观测。
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