Simulation device and simulation method for recharge source and pollution control of karst dual water-bearing system
A pollution control and simulation device technology, applied in the field of simulation devices, can solve problems such as the height heterogeneity of karst water-bearing media
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Embodiment 1
[0081] For the convenience of description, the coordinate system is defined as figure 1 shown.
[0082] Such as figure 1 As shown, the recharge source and pollution control simulation device of the karst dual-water system includes a water supply part 1 , a seepage part 2 , a pressure measurement part 4 and a water intake part 5 .
[0083] Such as image 3 and Figure 4 As shown, the seepage part 2 includes a wedge-shaped seepage groove 21 with a semi-closed upper end, and the material is double-layer organic glass. Two grid plates 22 are arranged in parallel in the inside of the seepage tank 21, and the two grid plates 22 are inclined backward and upward, and several water leakage holes are evenly distributed on the grid plates 22, and the The outside of the above-mentioned grid plate 22 is wrapped with 80 mesh screens. As a specific implementation, in this embodiment, the height of the front end of the seepage tank 21 along the vertical direction is 160 cm, the width o...
Embodiment 2
[0091] The second cavity 24 is sequentially provided with a lower layer of fine sand 282 , a silt layer and an upper layer of fine sand 282 from bottom to top for simulating a fault zone, and the rest of the structure is the same as in the first embodiment.
Embodiment 3
[0093] The second cavity 24 is sequentially provided with lower layer silt, silty clay and upper layer silt from bottom to top for simulating a fault zone, and the rest of the structure is the same as that of the first embodiment.
[0094] The recharge source and pollution control simulation device and simulation method of the karst double-water system include the following steps:
[0095] The first step is to prepare the test solution and the seepage medium, specifically,
[0096] a1. Break the oolitic limestone, shale, and Ordovician dolomitic limestone of the Zhangxia Formation respectively, so that the particle size is 2mm-3mm, and then mix the silty clay and shale gravel in a ratio of 3:7, The Zhangxia Formation oolitic limestone, shale and silty clay mixed soil, and Ordovician dolomitic limestone are filled in sequence according to the specified height, and then the medium sand and fine sand 282 are filled to the specified height in two Between the grid plates 22;
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