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Furthermore,the method to calculate the water characteristic curves in aerated zone are verified by in-situ data,and the modeling for imbibition and drainage test in 4 kinds of soil with different characteristics is performed.

现场试验资料检验了求包气带土壤水分特征参数方法的有效性,同时对4种土质的脱湿与吸湿试验进行了模拟计算。

Field tests are carried out in some wells and experimental results are analysed to provide well selection principle for gas lift jet pump.

对几口井进行了现场试验研究,并对实验效果进行了分析,为气体加速泵工艺选井提供了试验依据。

The functional and reliability tests of the system at the applied peak voltage were carried out in Xi'an High Voltage Apparatus Research Institute.

以进行具有最大预燃弧时间的全电压关合为例,对所研究的试验系统进行了功能和可靠性现场试验

The block-up position and the combination of water shutoff agents can be determined by the breakthrough pressure gradient method.

可视化驱油模型试验及在中原油田的现场试验都证明了这项技术的可行性和有效性。

The research work done is presented as follows:Compound dewatering technique of vacuum tube well is an effective technology for solving the dewatering problems of aquitard and interface relict water according to physical simulation test and field test. The variation laws, such as degree of vacuum, pore water pressure in different strata, have been studied. The results show that there is a certain scope of influence of vacuum in strata, and the vacuum degree in the horizontal direction decreases gradually with the increase of the distance from the main well; the change law of degree of vacuum in the vertical direction increases firstly and then decreases with the depth of soil strata, and changes with different soil nature and depth; changes of pore water pressure in soil strata has also shown a similar law of degree of vacuum.

主要研究工作如下:通过室内物理模拟试验和现场试验均证明了真空管井复合降水技术用于解决弱透水层和界面残留水疏干难题的有效性;并且对不同地层中真空度、孔隙水压力等变化规律进行了研究,发现地层中真空度均有一定的影响范围,且真空度在水平方向上随距主井距离的增加而逐渐降低;在垂直方向上真空度随深度总的规律是先增加后降低,并随土层性质及深度的不同而变化;土层内孔隙水压力也呈现出与真空度类似的变化规律。

A pilot test with a feed flux of 12 × 104 m3/d was carried out.

建立了一套1.2×105m3/d天然气膜法脱水的工业试验装置,并进行现场试验

The corresponding device with variable gain is developed, and implemented in experiments in tank and sea in situ.

并研制了相应的变增益部件,开展了水池试验以及海上现场试验

Carrier immersion quantitative germicidal test and simulated field test were used to carry out study.

采用载体浸泡定量杀菌试验和模拟现场试验进行了研究。

Make right steps for the influence of temperature to ensure inflence advantaged setting and unsetting of the Metal Packer.The property tests on the Packer,instructure improved have revealed that when the packing force is 350KN,The Metal Packer achieves the sealing pressure of 35Mpa, hanging force of 200KN, releasing force of 180KN. All performance can satisfy the field demand.

论述了金属封隔器的室内试验,封隔器结构的改进,以及现场试验情况,最后得出结论:在350KN坐封力的条件下,封隔器承压35MPa,悬挂力200KN,解封力180KN,坐封前外径117mm,解封后外径118mm,性能达到设计要求。

Incorporated with indoor model experiment,field experiment and engineering practice,the mechanism of dynamic consolidation treating subgrade and transmission law of tamped function were analyzed and discussed.

结合室内模型试验、现场试验及工程实践,对采用强夯法处理路基时的加固机理和夯击功能在路基中的传递规律进行了分析和研究,并在此基础上分析了强夯时夯击功能在路基中的影响范围,其研究成果对强夯法的应用具有一定的指导意义。

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