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1)  seepage pressure
渗压
1.
Opinions on the two problems in seepage pressure monitoring;
对大坝渗压监测中两个问题的看法
2.
In consideration of a specific engineering project, a regression analysis model is established for seepage pressure.
针对具体工程情况,建立了渗压的回归分析模型,用改进遗传算法进一步对模型的各项系数进行了全局寻优。
3.
The results show that it s necessary to install drainage galleries in the downstream of the dam shoulders in order to decrease the seepage pressure induced by the high underground water level which is even higher than the normal storage level.
对比分析了小湾高拱坝两种不同渗压作用下,坝肩滑动块体安全系数的变化情况。
2)  osmotic pressure
渗压
1.
The time series model of sea wall osmotic pressure monitoring analysis;
海塘渗压监测分析的时间序列组合模型
2.
An analysis of the surveyed data about seepage and osmotic pressure of the No.
通过对陆水枢纽8号副坝渗流、渗压观测资料的分析,认为减压井在该工程中的应用效果良好,可供具有类似坝基情况的工程设计参考。
3.
Based on the disadvantages existing in artificial monitoring osmotic pressure of dam, a new type of an automatic monitoring system of Dam osmotic pressure characterized by universal application, high reliability, easy extension, and maintenance, better performances and low price is developed.
针对大坝渗压人工监测的弊端,开发研制了一种通用性强、可靠性高、易于扩展维护且性能价格比高的大坝渗压自动监测系统。
3)  osmosis pressure
渗压
1.
To describe the osmosis pressure rule and the relationship between it and main effect factors,and to establish the cause and effect model for sea wall safety state real time monitoring,the monitoring data,including sea wall osmosis pressure survey data series,tidewater series and rain records,and their relationships were analyzed.
为揭示海堤渗压规律以及与主要影响因素间的关系,并建立安全监测因果模型、实现对海堤状态的实时监控,以监测数据为基础,对海堤实测渗压、潮位和降雨记录以及存在的因果关系加以分析,确定了海堤渗压因果监测模型的基本结构;采用统计距离比较方法选取合理的初选前期潮位因子,提出反映降雨量和降雨持续作用时间的降雨因子形式,并加入时效因子,以实测数据建立了海堤渗压监控因果模型。
4)  seepage folw and seepage force
渗流渗压
5)  pressure-infiltration
压渗
1.
A preliminary study of the pressure-infiltration process of a two-continuous-phase-of-SiC/Al composite;
双连续相SiC/Al复合材料压渗工艺初探
6)  osmotic pressure
渗压,渗透压力
补充资料:比浓渗透压
分子式:
CAS号:

性质: 溶液渗透压(π)与溶液浓度(c)的比值。渗透压是溶液依数性的一种,渗透压法可用于测定分子量2万以上聚合物的数均分子量及研究聚合物溶液中分子间相互作用情况。理想溶液的比浓渗透压可根据范特霍夫定律表示为。式中M是溶质的分子质量。对于非理想溶液:>。从实验结果可知,比浓渗透压π/c随c而变化,当,式中是聚合物的数均分子量;是无限稀释时,比浓渗透压服从范特霍夫定律,可当作理想溶液处理。

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