Rain water collection and recycling construction method for ecological restoration of mining wasteland
A technology of rainwater collection and ecological restoration, applied in drinking water installations, general water supply conservation, chemical instruments and methods, etc., can solve the problems of inability to apply rainwater collection, methods for improving the water environment of abandoned mines, and rainwater collection and utilization without equipment, etc. question
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Embodiment 1
[0137] (1) Design calculation: According to the "Technical Guidelines for Sponge City Construction - Construction of Rainwater System for Low-impact Development", the distribution map of total annual runoff control rate in mainland China, the calculation formula of total runoff W1=10ΨHF, the runoff coefficient table and other relevant calculation basis, Calculate the design parameters of rainwater collection and reuse according to local conditions, and then calculate the water pressure, head, flow and other design parameters of vertical greening through pipeline hydraulic calculation according to the "Code for Design of Building Water Supply and Drainage Design" and "Book Two of Water Supply and Drainage Design Manual".
[0138] (2) Preparations before construction: Before construction, construction personnel should master the design intent, specify construction drawings and construction technical requirements, conduct on-the-spot investigations to understand the project site la...
Embodiment 2
[0177] 1. Design calculation
[0178] 1.1 Determination of annual total runoff control rate by division
[0179] The existing technology roughly divides the land area into five zones, and the minimum and maximum limits of the total annual runoff control rate α in each zone are: Zone I (85%≤α≤90%), Zone II (80%≤α≤85% %), Zone III (75% ≤ α ≤ 85%), Zone IV (70% ≤ α ≤ 85%), Zone V (60% ≤ α ≤ 85%), all regions should refer to this limit and determine the local conditions according to local conditions. Regional runoff total control target.
[0180] 1.2 Calculation formula of total runoff
[0181] W1 = 10ΨHF.
[0182] In the formula, W1——the total amount of runoff, m 3 ;
[0183] Ψ——rainfall runoff coefficient;
[0184] H——design daily rainfall, mm;
[0185] F——catchment area, hm 2
[0186] 1.3 Calculation of rainwater recovery.
[0187] Rainwater initial abandonment flow:
[0188] W2=10σF
[0189] In the formula, W2——the initial abandonment flow of rainwater, m 3 ;σ—thi...
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