Double-layer ecological riverway structure suitable for mountain sponge city construction
A sponge city and ecological river technology, applied in construction, marine engineering, waterway systems, etc., can solve problems such as poor hydrophilicity, deterioration of urban river water quality, and lack of urban river landscapes.
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Embodiment 1
[0030] The embodiment is basically as attached figure 1 Shown: A double-layer ecological channel structure suitable for the construction of mountainous sponge cities includes an upper layer of open river and a lower layer of dark river that flow in the same direction but are spaced apart from each other. There are revetments reinforced on both sides of the radial direction. When the compound section is below the perennial water level, it adopts a rectangular section. When the compound section is between the perennial water level and the flood level, it adopts a trapezoidal section. The cross section of the bridge and culvert is used when the river has traffic requirements, and the cross section of the bridge and culvert includes arch or rectangle.
[0031] The revetment adopts structural revetment, and the revetment adopts dry block stones, wooden piles and concrete stacks as the revetment according to the principle of mechanics; the trapezoidal section above the perennial wat...
Embodiment 2
[0036] Please refer to figure 2 and image 3 , the difference between this embodiment and other embodiments is that when the compound section is above the perennial water level, the compound section adopts a trapezoidal section, and the revetment adopts a natural gentle slope revetment, and the natural gentle slope revetment is sloped according to the natural angle of repose of the soil, and the revetment surface is laid Vegetation is planted on the fine sand or revetment surface, and a comprehensive filter layer is laid between the upper open river and the lower dark river, and the filter layer includes geotextile and gravel.
Embodiment 3
[0038] Please refer to Figure 5 The difference between this embodiment and other embodiments is that the longitudinal slope direction of the lower underground river is set on a gentle slope, and the lower underground river adopts a box culvert structure. The cross section of the box culvert structure is a rectangular double hole, and the lower layer of the box culvert is located below the perennial water level. The box culvert is provided with water-stopping facilities.
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