Water conservancy project foundation pit tube well combined light well point dewatering and drainage method
A light well point and water conservancy engineering technology, applied in infrastructure engineering, construction, etc., can solve the problems of difficult operation, high construction cost, low drainage efficiency, etc., to improve efficiency and quality, simplify construction volume, and improve efficiency. Effect
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Embodiment 1
[0037] like figure 1 and 2 As shown, a water conservancy engineering foundation pit tube well combined with light well point drainage method, comprising the following steps:
[0038] The first step is the geological data collection of the foundation pit. First, the construction data such as the foundation pit, depth, area, distance from the adjacent surface water body, and head difference between the adjacent surface water body and the construction data of the building to be constructed are obtained, and then the location of the foundation pit for construction is obtained. Geological structure data, and at the same time obtain the water level change data, surface precipitation data and surface evaporation data of the groundwater level at the corresponding location of the foundation pit within 6 consecutive months before construction, and finally classify and summarize the obtained data, and draw data statistics List and geological profile of foundation pit construction locati...
Embodiment 2
[0065] like figure 1 and 2 As shown, a water conservancy engineering foundation pit tube well combined with light well point drainage method, comprising the following steps:
[0066] The first step is the geological data collection of the foundation pit. First, the construction data such as the foundation pit, depth, area, distance from the adjacent surface water body, and head difference between the adjacent surface water body and the construction data of the building to be constructed are obtained, and then the location of the foundation pit for construction is obtained. Geological structure data, and at the same time obtain the water level change data, surface precipitation data and surface evaporation data of the groundwater level corresponding to the foundation pit for at least 6 consecutive months before construction, and finally classify and summarize the obtained data, and draw the data Statistical list and geological profile of foundation pit construction location; ...
Embodiment 3
[0093] like figure 1 and 2 Shown, and take Zaohe station project construction wharf foundation pit construction as example the technical scheme of the present invention is described.
[0094] A water conservancy project foundation pit tube well combined with light well point drainage method, comprising the following steps:
[0095]The first step is the geological data collection of the foundation pit. The bottom elevation of the foundation pit excavation of the construction wharf of the Zaohe Station project is 14.7m, and the water level outside the embankment of the adjacent Luoma Lake is 22.4m, with a water head difference of 7.7m. The soil layer distribution of the wharf foundation is as follows: the surface layer is grayish-yellow silty clay, with an average elevation of 21.3-19.9m and a permeability coefficient of 81.6m / d; the second layer is gray silty clay, partially heavy silty loam, and the average elevation 19.9-14.7m, permeability coefficient is 22.5m / d; the third...
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