Method for constructing rainwater external collection and internal storage system for steep stony mountain
A construction method and mountain technology, applied in the field of construction of a new rainwater external collection and internal storage system, can solve the problems of not very wide application of rainwater storage and utilization technology, low rainwater collection efficiency and utilization efficiency, and incomplete technical system, etc. , to achieve the effect of strengthening the ability of precipitation regulation, promoting high-quality development, and high collection efficiency
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Embodiment 1
[0044] The construction method of rainwater external collection and internal storage system facing steep rocky mountains. For rocky mountains that cannot be used for rainwater storage due to steep slopes, rainwater collection surfaces, confluence ditches, sedimentation tanks and storage tanks are constructed from the top of the mountain; A trash rack for filtering and removing impurities is built between the confluence ditch and the sedimentation tank; impurities include litter, fallen leaves, sand and gravel; the confluence surface directly adopts the natural slope of a steep rocky mountain; the confluence ditch includes agricultural ditches, bucket ditches, The branch ditches and main ditches form a tree-like branch structure; the agricultural ditches are distributed in contour lines in the vertical direction and inverted slopes in the horizontal direction. The main channel leads to the sedimentation tank; the sedimentation tank is located at the end of the confluence ditch a...
Embodiment 2
[0047] The width of the confluence ditch is 30-50cm, the depth is 30-50cm, the vertical distribution is parallel to the contour line, the longitudinal slope is 1 / 500-1 / 300, and the horizontal slope is 5-10°; the bucket of the confluence ditch The width of the ditch is 50-80cm, the depth is 30-50cm, the longitudinal direction is perpendicular to the contour line, and the longitudinal slope depends on the terrain; The high lines are distributed in parallel, and the longitudinal slope is 1 / 500-1 / 300; the width of the main ditch of the confluence ditch is 100-120cm, and the depth is 50-60cm. The longitudinal direction is perpendicular to the contour line, and the longitudinal slope depends on the terrain.
Embodiment 4
[0049] The upper part of the cross-section of the water storage cellar is a semicircle, and the lower part is a rectangle, and the diameter of the upper semicircle is the same as the long side of the lower rectangle; for the water storage cellars whose rock structure stability is not up to standard, the reinforcement treatment shall be carried out as follows: Reinforce the upper part of the water storage cellar with anchors, steel rings, and corrugated steel plates; for the water storage cellars whose rock permeability does not meet the standard, anti-seepage treatment shall be carried out as follows: Lay anti-seepage at the bottom and side walls of the water storage cellar. Seepage membrane, impermeable cloth, impermeable board.
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