Rain flood resource utilization method and system
A technology of resource utilization and rainwater, applied in the field of pollution-free rainwater resource utilization, can solve problems such as low utilization efficiency
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Embodiment 1
[0044] Example 1: Sponge city construction includes various technical measures such as "infiltration, stagnation, storage, purification, use, and drainage", covering low-impact development, urban stormwater pipe and channel systems, and stormwater runoff discharge systems that exceed standards, focusing on source runoff control, drainage pipes, etc. Various technical measures should be planned and designed simultaneously for the improvement of canal standards, the construction of waterlogging prevention projects, and the management of river and lake ecology. The current records on the construction of sponge cities are all based on the landscape design of the overall planning of the city, which is essentially land design and material space planning. It is based on the research process of exploring solutions to environmental, ecological and social problems existing on the land, and It requires a discussion process combined with engineering technology and humanities, social arts a...
Embodiment 2
[0055] Embodiment 2: A rainwater resource utilization system, which is planned in stages according to the current situation of the city, and divides the urban area into ecological water storage areas suitable for renovation, areas not suitable for renovation, and areas with pollution sources.
[0056] Set up settlement storage tanks at low-lying positions in part or all of the ecological water storage areas, such as Figure 1-Figure 3 shown. Areas that are not suitable for renovation should be discharged to corresponding settlement reservoirs through surface runoff and underground confluence hidden pipes by setting up ecological water storage areas, and sell water and store water through surface infiltration. The flow passage used refers to dredging from the high terrain in the adjacent area to the low terrain in the adjacent area, or dredging from the low terrain in the adjacent area to the high terrain in the adjacent area with the pump. In the end, the areas that are not s...
Embodiment 3
[0064] Embodiment 3: On the basis of Embodiment 2, an outwardly expanding conical protrusion is further provided in the sewage well, such as Figure 12 shown. The conical protruding part includes the upper conical surface of the well wall and the lower conical surface of the well wall. The inner side of the conical protruding part is set with a floating body. The floating body includes the upper conical surface of the floating body and the lower conical surface of the floating body. The suspension chain is fixed or driven, and when the floating body is located in the center of the conical protrusion, there is a matching gap between the floating body and the inner wall of the conical protrusion. After the downward movement, the lower cone surface of the floating body can be matched with the lower cone surface of the shaft wall.
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