Drillhole high-pressure packer permeability test for underground powerhouse in Pushihe pumped storage hydro-plant

TIAN Zuoyin, CHEN Li, REN Xiangyu and LI Zhanjun

Global Geology ›› 2010, Vol. 13 ›› Issue (2) : 85-89.

PDF(724 KB)
PDF(724 KB)
Global Geology ›› 2010, Vol. 13 ›› Issue (2) : 85-89.
论文

Drillhole high-pressure packer permeability test for underground powerhouse in Pushihe pumped storage hydro-plant

  • TIAN Zuoyin1, CHEN Li2, REN Xiangyu1 and LI Zhanjun1
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Abstract

Usually the water head of the pumped storage hydro-plant is high, generally up to 400-500 m, therefore the rock mass under the high-pressure bifurcation pipe have to bear as high as millions Pascal water pressure, in according with the requirements of high water head pumped storage hydro-plant should be 1.2 times of the water head special high-pressure packer permeability test compared with normal to test the permeability of rock and rock cleavage pressure value. The test results on the choice of design options often play a decisive role. Based on the engineering practice, the authors studied the drillhole high-pressure packer permeability test in the pumped storage hydro-plant's underground powerhouse, by the analysis of test results, this article offers a demonstration of the deformation of rock fracture witch under building in the condition of high-pressure water head, it provides a more detailed engineering geological background.

Key words

pumped storage / high-pressure packer permeability test / rock mass / deformation / permeability / rock cleavage

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TIAN Zuoyin, CHEN Li, REN Xiangyu and LI Zhanjun. Drillhole high-pressure packer permeability test for underground powerhouse in Pushihe pumped storage hydro-plant[J]. Global Geology. 2010, 13(2): 85-89
PDF(724 KB)

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