Method and device for efficiently collecting karst region rock-soil interface water flow
A technology of interfacial flow and karst, applied in the direction of sampling devices, soil material testing, material inspection products, etc., can solve the problems of no water adjustment on the surface, high cost of groundwater exploitation, no water adjustment, etc., to alleviate water shortage and drought Problems, test results are true and reliable, and the effect of simple operation
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Embodiment 1
[0027] A method for efficiently collecting rock-soil interface flow in karst areas, the steps of which are:
[0028] A. The soil layer of the karst slope is shallow, and the thickness of the soil layer can be estimated with a simple measuring drill. A simple measuring drill can be made of multiple (9) thick steel bars with a length of about 30 to 40 cm. The downhill slope is divided into upper, middle, lower, left, middle, right, vertical and horizontal rows at intervals of 60cm. Insert the soil layer until the bottom rock, mark the depth of the probe insertion into the soil layer with a watercolor pen, then pull out the probe and measure it with a measuring ruler Insert the depth of the soil and record it. In this way, the approximate thickness distribution of the soil layer can be obtained. Find the deepest position of the drill bit insertion depth, and you can find a slope where the downhill position is relatively thicker than the soil layer (measurement record with the rule...
Embodiment 2
[0037] The applicant designed a field experiment according to the method of Example 1, and the calculation results obtained according to the prediction equation (3) are shown in Table 1.
[0038] Table 1 Test data
[0039]
[0040] Note: k is calculated in the table * , n is the empirical coefficient, k * The value is 2.0057m / h, and the value of n is 2.73.
[0041] According to the local topographical conditions, areas with slopes of 5°, 10°, 15°, 20°, and 25° and soil depths of about 0.05m, 0.1m, 0.15m, 0.2m, 0.25m, and 0.3m were selected. as a field test site. It can be seen from the table that under the same slope, the thicker the soil layer, the greater the instantaneous runoff production. When the slope is 5°, the instantaneous runoff production at the depth of 0.3m is 0.00052543m 3 / h, far greater than the depth of the soil layer of 0.05m, the flow rate is 0.00000066m 3 / h. Under the same thickness of soil layer, the greater the slope, the greater the instantane...
Embodiment 3
[0044] according to figure 1 , figure 2 It can be seen that a device for efficiently collecting rock-soil interface flow in karst areas consists of soil layer 1, rock layer 2, rock-soil interface 3, rock-soil interface flow 4, downhill position 5, surrounding water stalk 6, gauze 7, Composed of cement mortar 8, soft filled gauze large-hole PVC pipe 9, silicone glue 10, and water storage tank 11, it is characterized in that: the upper layer of the rock-soil interface 3 is the soil layer 1 and the lower layer is the rock layer 2, and in the rock-soil interface 3 There is a rock-soil interface flow 4, there is a downslope 5 between the soil layer 1 and the rock layer 2 and the rock-soil interface 3, the rock-soil interface 3 is connected to the gauze 7, the surrounding water stem 6 is connected to the cement mortar 8, and the soft filling The large-hole PVC pipe 9 of the gauze is connected to the surrounding water stalk 6 and the water storage tank 11 respectively, and the larg...
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