Compound check dam water and soil conservation method
A composite, water-facing slope technology, applied in the direction of site preparation methods, dams, coastline protection, etc., can solve the fundamental problems of vegetation restoration, poor texture and poor stability of plant growth soil, and promote Soil conservation and water storage function, reducing the possibility of landslides or collapses, and the effect of reducing the possibility
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specific Embodiment approach 1
[0036] Specific implementation mode 1: This implementation mode is a kind of composite water and soil conservation method in Gufang, which is specifically carried out according to the following steps:
[0037] 1. A number of Shigufangs are evenly arranged along the erosion ditch. The slope ratio of the facing slope of the Shigufang is 1: (0.1-0.2), the slope ratio of the backwater slope of the Shigufang is 1: (0.5-1), and the slope ratio of the Shigufang is 1: (0.5-1). The height H is 1.5m to 2m. The length D of the upper surface of the Shigufang along the length direction of the erosion channel is 0.5 to 0.6 times of H. The distance L between two adjacent Shigufangs is calculated according to the following formula:
[0038] L=H / (i-iˊ),
[0039] The unit of L in the formula is m;
[0040] The unit of H is m;
[0041] i is the ditch bed slope of the erosion channel, in %;
[0042] iˊ is the non-flushing gradient after the Shigufang is silted up, the unit is %;
[0043] 2. I...
specific Embodiment approach 2
[0048] Embodiment 2: This embodiment is different from Embodiment 1 in that: the stone valley square mentioned in step 1 is a stone valley square with masonry. Others are the same as the first embodiment.
specific Embodiment approach 3
[0049] Embodiment 3: The difference between this embodiment and Embodiment 1 or 2 is that the slope ratio of the facing slope of Shigufang mentioned in Step 1 is 1:0.1. Others are the same as those in Embodiment 1 or 2.
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