Large-scale karst low-lying land hydrophobic structure and construction method thereof
A construction method and karst technology, applied in water conservancy projects, drainage structures, and general water supply conservation, etc., can solve problems such as floods, enhanced surface runoff scour capacity, and project loss, and achieve large flow, prevent dangerous rocks, and fast flow Effect
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Embodiment 1
[0032] Embodiment 1: as Figure 1-Figure 4 As shown, a large karst depression drainage structure includes drainage ditch 1, rain pond 2, drainage corridor 3 and natural drainage pipe 5. Rain accumulation pond 2 is arranged at the center of the bottom of the depression, and drainage ditch 1 is perpendicular to the middle and lower part of the depression. Contour line layout, drainage ditch 1 is connected with rain pond 2, the side wall of rain pond 2 is connected with artificial drainage corridor 3, drainage corridor 3 is a pressure-free tunnel, and the altitude of natural drainage pipe 5 is lower than the center of the bottom of the depression, and It communicates with the center of the bottom of the depression through the sinkhole 8.
[0033] Preferably, the upper end of the above-mentioned sinkhole 8 is provided with a sinkhole protection structure 4, the sinkhole protection structure 4 includes a block stone layer 6 and a protection step 7, the block stone layer 6 is arrang...
Embodiment 2
[0038] Embodiment 2: a kind of construction method of large-scale karst depression hydrophobic structure, the method steps are as follows:
[0039] (1) Conduct a comprehensive survey on the large karst depression site where the proposed project is located to find out the hydrological, meteorological and geological conditions in the area, especially the location of the sinkhole and the development of underground natural karst pipelines.
[0040] (2) In order to dredge the accumulated water at the bottom of the depression, a drainage ditch 1 is arranged perpendicular to the contour line in the middle and lower part of the depression, and the drainage ditch 1 is rectangular. The cross-sectional area of drainage ditch 1 is calculated and designed according to the open channel uniform flow formula (1):
[0041]
[0042] Among them, A is the cross-sectional area of the drainage ditch; Q is the maximum runoff on the design slope; C is the Cai coefficient; R is the hydraulic ra...
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