Biologicalpurificationretention belt for sponge-type city municipal road and construction method of biologicalpurificationretention belt
A technology for municipal roads and sponge cities, applied in the biological purification and retention zone of municipal roads and its construction field, can solve the problems of lack of purification and storage, limited ability to reduce planting soil and gravel, waste of water resources, etc. Water and water permeability, the effect of reducing heavy metal pollutants, and improving permeability
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Embodiment 1
[0039] As shown in the attached figure, the biological purification stagnation zone is composed of anti-scouring layer 7, improved soil water purification layer 5, waterproof geotextile 4, permeable geotextile 6, gravel water purification layer 3, water collection pipe 2, overflow well 1, and horizontal connecting pipe 8 composition,, the construction method of biological purification stagnation zone, comprises the following steps:
[0040] Step 1, excavation of biological purification retention zone
[0041] According to the width of the middle zone and the side zone designed by the municipal road, the excavation width b of the biological purification retention zone is equal to the width of the side zone. As shown in the attached figure, the biological purification retention zone adopts the method of artificial step excavation, the height of each step is 50cm, the width is 50cm, and the excavation depth H is 1.45m.
[0042] Step 2, Masonry overflow well
[0043] The masonry...
Embodiment 2
[0057] The difference of the embodiments mainly lies in the difference in the composition of the improved soil purification layer, and the difference in its composition ratio will affect the purification ability and infiltration ability of the biological purification retention zone. All the other steps are identical or similar to Example 1.
[0058] According to parts by weight: humus soil 5 parts, biochar 7 parts, fine sand 15 parts, planting soil 73 parts, choose humus soil, biochar, fine sand, planting soil, the particle size of biochar is 30~60 mesh , the particle size of the fine sand is 0.8-2mm, put humus, biochar, fine sand, and planting soil into the forced mixer or twin-shaft paddle mixer according to the proportion, take it out after stirring for 20 minutes, and get purified Improved soil. According to the steps of Example 1, a biological purification retention zone was obtained, with a thickness of 0.8m.
[0059] Using the storm flood management model, permeabilit...
Embodiment 3
[0061] According to parts by weight: humus soil 5 parts, biochar 5 parts, fine sand 25 parts, planting soil 65 parts, choose humus soil, biochar, fine sand, planting soil, the particle size of biochar is 30~60 mesh , the particle size of the fine sand is 0.8-2mm, put humus, biochar, fine sand, and planting soil into the forced mixer or twin-shaft paddle mixer according to the proportion, take it out after stirring for 20 minutes, and get purified Improved soil. According to the steps of Example 1, a biological purification retention zone was obtained, with a thickness of 1.2 m.
[0062] Using the storm flood management model, permeability coefficient test, field test road observation, and pollutant reduction ability evaluation test, the drainage, water seepage, stagnant water, water storage, and water purification capabilities of the sponge city municipal roads are evaluated. The results of the storm flood management model test show that compared with ordinary municipal roads...
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