Method for calculating displacement and discharging time in dynamical precipitation process of pressure-load fully penetrating well or well group
A pressure-bearing complete well and dynamic dewatering technology, which is applied in the direction of measuring devices, measuring flow/mass flow, liquid/fluid solid measurement, etc., can solve problems such as inability to meet the dewatering requirements of engineering construction, project duration, and cost impact
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[0029] (1) Calculation method of drainage volume and drainage time in the process of single well water level drop
[0030] First, a single well is taken for analysis, such as figure 1 As shown, after precipitation, a precipitation funnel curve is formed around the well. Since the groundwater around the precipitation well 1 is continuously supplied to the precipitation area, in order to ensure that the water level in the well is maintained at a certain stable water level S 1 , it is necessary to maintain a stable displacement Q(S 1 ), the initial water level seepage drop funnel curve 2 at this time is X 1 , when it is further necessary to reduce the water level in the well to S 2 , the target water level seepage drop funnel curve 3 is formed as X 2 , at this time, it is necessary to maintain the original stable displacement Q(S 1 ) on the basis of adding the displacement in the well, that is, increasing the precipitation funnel curve X 1 and x 2 displacement between.
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