Multilayer underground water level observing structure
The utility model discloses a multilayer underground water level observing structure which comprises a drilled hole extending underground. A plurality of observing tubes corresponding to a plurality of layers of underground water-bearing stratum in a one-to-one mode are longitudinally arranged in th...
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| creator | ZHANG ZHAOSONG WANG QIGUO CHEN LIANJUN ZHANG BIYONG LIU GAOFENG HUANG ZHENWEI ZHAN XUEDAO DING SHUPING ZHANG QINGFENG WU SHULIANG SONG BIN YANG HANLIANG YAN YIQIANG YOU WEIHUA JING ZENGHU YAN YINGZHENG LUO XIAOJIE TANG YAOJUN CHENG XINYI LIN SHIXIANG XIONG SHUNFENG XIANG NENGWU |
| description | The utility model discloses a multilayer underground water level observing structure which comprises a drilled hole extending underground. A plurality of observing tubes corresponding to a plurality of layers of underground water-bearing stratum in a one-to-one mode are longitudinally arranged in the drilled hole, the observing tubes are distributed in a stair mode, mesh areas corresponding to the corresponding water-bearing stratums are arranged at the tube walls of the bottoms of the observing tubes, rubble layers are arranged between the mesh areas of the observing tubes and the hole wall of the drilled hole, and chucks are arranged at the tops of the rubble layers. Viscous soil layers corresponding to water-resisting layers are arranged at the tops of the chucks, the top of the viscous soil layer corresponding to the shallowest observing tube is aligned at the ground, the top and the bottom of another viscous soil layer are each aligned at the bottom of the upper water-bearing stratum and the top of the lower water-bearing stratum, and other viscous soil layers are each connected with the rubble layers corresponding to the upper water-bearing stratums. The multilayer underground water level observing structure has the advantages of being convenient to operate, effectively achieving the multilayer underground water level space distribution characteristics and being widely applied to the field of hydrogeology and engineering geologic investigation. |
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A plurality of observing tubes corresponding to a plurality of layers of underground water-bearing stratum in a one-to-one mode are longitudinally arranged in the drilled hole, the observing tubes are distributed in a stair mode, mesh areas corresponding to the corresponding water-bearing stratums are arranged at the tube walls of the bottoms of the observing tubes, rubble layers are arranged between the mesh areas of the observing tubes and the hole wall of the drilled hole, and chucks are arranged at the tops of the rubble layers. Viscous soil layers corresponding to water-resisting layers are arranged at the tops of the chucks, the top of the viscous soil layer corresponding to the shallowest observing tube is aligned at the ground, the top and the bottom of another viscous soil layer are each aligned at the bottom of the upper water-bearing stratum and the top of the lower water-bearing stratum, and other viscous soil layers are each connected with the rubble layers corresponding to the upper water-bearing stratums. 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Viscous soil layers corresponding to water-resisting layers are arranged at the tops of the chucks, the top of the viscous soil layer corresponding to the shallowest observing tube is aligned at the ground, the top and the bottom of another viscous soil layer are each aligned at the bottom of the upper water-bearing stratum and the top of the lower water-bearing stratum, and other viscous soil layers are each connected with the rubble layers corresponding to the upper water-bearing stratums. 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A plurality of observing tubes corresponding to a plurality of layers of underground water-bearing stratum in a one-to-one mode are longitudinally arranged in the drilled hole, the observing tubes are distributed in a stair mode, mesh areas corresponding to the corresponding water-bearing stratums are arranged at the tube walls of the bottoms of the observing tubes, rubble layers are arranged between the mesh areas of the observing tubes and the hole wall of the drilled hole, and chucks are arranged at the tops of the rubble layers. Viscous soil layers corresponding to water-resisting layers are arranged at the tops of the chucks, the top of the viscous soil layer corresponding to the shallowest observing tube is aligned at the ground, the top and the bottom of another viscous soil layer are each aligned at the bottom of the upper water-bearing stratum and the top of the lower water-bearing stratum, and other viscous soil layers are each connected with the rubble layers corresponding to the upper water-bearing stratums. The multilayer underground water level observing structure has the advantages of being convenient to operate, effectively achieving the multilayer underground water level space distribution characteristics and being widely applied to the field of hydrogeology and engineering geologic investigation.</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | MEASURING MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUIDLEVEL METERING BY VOLUME PHYSICS TESTING |
| title | Multilayer underground water level observing structure |
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