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water permeating
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  水渗入
     the microstructure model could be expressed as: Maifan stone immerging into de-ioned water →forming interface water film → water permeating → hydration → ion transferring and diffusing → mineral element dissolution, it was confirmed that decreasing particle size of Maifan stone and increasing temperature were beneficial to enhance the dissolution of mineral elements.
     麦饭石矿物元素溶出微结构模型可以表示为麦饭石浸入水中→界面水膜层形成→水渗入→水合作用→元素离子化→离子迁移、扩散→元素溶出,该模型进一步说明麦饭石粒度变小和溶出温度增加等都能促进矿物元素的溶出。
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  水分渗透
     Lossening and moisture-maintaining agent, Saturaid, has a obvious effect on improved drainage soil such as soddy soil, adding Saturaid 1.5 g/L into soil, the speed of water permeating was obviously faster than control which didn't put Saturaid, the permeating time per 100 ml water was 3′17″ less than control, and the water contents in soil was 34.8 g more than control.
     松土保湿剂信德瑞在改良排水性土壤如草炭土方面效果明显,每升土中加入1.5g的信德瑞,水分渗透速度明显快于未加信德瑞的对照,每100ml水渗透时间比对照少3′17″,而且土壤含水量比对照多34.82g。
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  “water permeating”译为未确定词的双语例句
     Results The optimum technic of extracting Flos Lonicerae polysaccharide was as follows: water permeating time 2 h,temperature of water 90 ℃,extraction with chloroform once,concentration of alcohol 80%.
     结果金银花多糖的最佳提取工艺为水浸提2 h,浸提温度90℃,氯仿萃取1次,沉析用乙醇浓度为80%。
短句来源
     Based on the characteristic analysis and laboratory test on coal samples taken from different seams, the minimum coal pores for water permeating into and maintaining in them is determined which have the size from 0 07 μm to 0 22 μm and 0 14 μm on average, a new concept of linked porosity is put forward and the relation of the linked porosity with water infusion increment in seams is derived, which have actual guiding significance for infusion in coal seams.
     通过对几种不同煤层煤样的孔隙特性分析 ,结合实验室试验 ,确定出水在煤孔隙内渗透与保存的最小孔隙为 0 0 7~ 0 2 2 μm ,平均为 0 1 4μm ,提出了沟通孔隙率这一新概念 ,并导出了沟通孔隙率与煤层注水增量的关系 ,对指导煤层注水具有实际意义 .
短句来源
     The experiment showed that the UF rate declined with time extension, and that an effective approach to control the fouling degree was to periodically backflush the UF membrane at work for 20 seconds at intervals of 15min by permeating water at 0.2MPa pressure difference, which could renew more than 90 percent water permeating capability.
     对工作中的超滤膜进行定期间歇反冲(反冲时间20s、反冲频率为1次/15min、反冲压差为0.2MPa),是控制膜污染程度的有效措施,这样可以使超滤膜的透水速率恢复90%以上。
短句来源
     A protective circuit, which can perform insulation monitoring protection, phase failure protection, overload protection, water permeating and oil lacking protection for the motor, and thus ensure to them safe running and due service life, was designed for the submersible motor.
     设计出潜水电动机的一种保护电路 ,能对电动机进行绝缘监测保护、断相保护、过载保护、渗水保护或贫油保护 ,确保电机的安全工作与应有的使用寿命。
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     The compaction driven pore water flow and the gravity driven meteoric water flow approximately correspond to an earlier basin evolution stage of sediment burial and a later stage of meteoric water permeating in sedimentary basins, respectively.
     盆地演化早期的沉积水文地质阶段很可能以压实驱动流为主的自生流体占优势 ,而在晚期的渗入水文地质阶段则以重力驱动流为主的外来流体。
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     and water;
     水分:31。
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     Water
     水
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     Liejiaqiao shaft was submerged by permeating water from Karst formatioa.
     列家桥矿井因岩溶涌水、涌泥造成淹井。
短句来源
     On the laboratory of rock permeability, the paper analyzes the infection of ground-water permeating flow.
     通过开展裂隙岩体全应力应变渗流试验,分析地下水渗流对陷落柱裂隙岩体破坏的影响。
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  water permeating
Permeability, pH and calcium ions concentration in the permeating water, on the other hand, point to the dissolution behaviour and hence weakening effects of water permeating through this type of microstructure.
      
Only at the basin margin and in the local uplified and denudated area are the meteoric water permeating downwards areas.
      
Water permeating from the feed diluted 300 mL of DS from an initial concentration of 70 g/L to approximately 22 g/L NaCl.
      
Below Road C, outcropping of water permeating from the F-Area seepage basins added to the further discharge of materials to the creek.
      
A scale connected to a PC measures the mass of water permeating into the draw solution, from which permeate water flux is calculated.
      


In this paper, the favourable conditions of the earthquake activities in the Danjiangkou reservoir area, stress field since Hercynian period, characteristics of Seimicity Seismicity, cause of its formation and its developing trend of are discussed Our tentative consideration is that, the occurrence of the earthquake activities is due to its different situations and different conditions, i. e. liews on the intersecting line of two groups of different structure, on the contact border of uplift and subsiding rift...

In this paper, the favourable conditions of the earthquake activities in the Danjiangkou reservoir area, stress field since Hercynian period, characteristics of Seimicity Seismicity, cause of its formation and its developing trend of are discussed Our tentative consideration is that, the occurrence of the earthquake activities is due to its different situations and different conditions, i. e. liews on the intersecting line of two groups of different structure, on the contact border of uplift and subsiding rift blocks and in the section of strong differential movement, which is the contact position of rock in different types; and 2 It occurs under special hydrogeological environment and the action of compressive stress in a direction of NEE and slips owing to ist water permeating into two groups of shear surface. The major reson of the earthquake activities in the Danjiangkou reservoir area is its favourable geological conditions The water in the reservoir gives rise to vertical and pore pressures is the secondary reason. As to the developing trend, the earthquake of Ms=4.7 occurring in November 29, 1973 may be the highest magnitude one induced by a water level line to 157 meters high. An earthquake of Ms=5 will possibly occur when finishing the project in the second period. This point of view will be worth certain reference to fully utilize and bring into play the effect of the Danjiangkou reservoir and is favourable for constructing the project of the second period.

本文对丹江口水库区地震活动的有利地质条件,海西期以来应力场,地震活动特点,成因与发展趋势都作了讨论。初步认为:丹江口地震活动区处在两组不同的构造线交汇,隆起断块与下降断块接触边缘,差异运动强烈地段以及不同类型岩石的接触部位。地震活动是在特殊水文地质环境下,由于北东东向压应力作用,两组剪切面在水的参与下发生滑动的结果。有利的地质条件是丹江口水库区地震活动的主因,库水引起的垂直压力和孔隙压力是次要因素。在发展趋势上,1973年11月29日4.7级地震可能就是157米水位线诱发的最高震级。二期工程竣工后,有可能发生5级左右的地震。这一看法,对充分利用丹江口水库使其发挥应有的作用,以及二期工程的进行都可能有一定的参考价值。

Three soils, one of them is soil developed from Quaternary red clay, one is from granite and purple soil, were studied by permeameter. There are major types of soil, which were severely eroded in southern China. By study the relations between time and total measures of water permeating into soil, between time and permeability velocity, between permeability velocity and total water measures of permeation were established. The relation equations for 10 experimental plots were made and the properties...

Three soils, one of them is soil developed from Quaternary red clay, one is from granite and purple soil, were studied by permeameter. There are major types of soil, which were severely eroded in southern China. By study the relations between time and total measures of water permeating into soil, between time and permeability velocity, between permeability velocity and total water measures of permeation were established. The relation equations for 10 experimental plots were made and the properties of permeability of each soil were discussed.

对我国南方侵蚀较严重的三种土壤,即第四纪红土母质、花岗岩母质形成的红壤和紫色土进行了土壤渗透性测试。结果作出了渗透时间与总渗透量、渗透时间与渗透速度及渗透速度与总渗透量间的关系曲线,其关系方程分别是Y=A+BlogX、Y=Ae~(B/X)。对10个试验小区都作出了实测曲线的拟合方程,并对其渗透特征作了讨论。

In this paper is introduced pbotoelastic stress analysis procedures for a large sized pipeline used in an underground water supply system.The stress distribution on the periphery in the pipeline section and that of selected sections are studied under the given conditions by simultaneously considering the weight of earth refill, Water pressure in the pipeline, the water permeating the ground outside the pipeline and the dead load of the pipeline. Centrifugal loading and freezing method were adopted at medium...

In this paper is introduced pbotoelastic stress analysis procedures for a large sized pipeline used in an underground water supply system.The stress distribution on the periphery in the pipeline section and that of selected sections are studied under the given conditions by simultaneously considering the weight of earth refill, Water pressure in the pipeline, the water permeating the ground outside the pipeline and the dead load of the pipeline. Centrifugal loading and freezing method were adopted at medium temperature. Similitude between the model and the prototype in the experiment is satisfactorily attained replacing the disk by simply supported beam, the problem of determination of material fringe value is well resolved when the enlargement factor of the load is low.Also discussed are the methods of stress analysis and bending moment calculation.

本文介绍某输水工程中,大型地下输水管道的光弹性应力分析问题。在同时考虑回填土荷重,外部基础渗水,以及混凝土输水管自重条件下,确定输水管周边和指定载面的应力分布,实验中采用离心加载和中温冻结。较理想地解决了模型实验和实物之间的相似关系。用简支梁代替圆盘标定,解决了载荷放大倍数低时,确定材料冻结条纹值的问题。也提及应力分析和弯矩的计算问题。

 
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