Urban open trench black and odorous water body treatment method
A technology for black and odorous water bodies and cities, applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem of centralized construction of primary rain storage tanks, different degrees of pollution, and scattered Major and other issues
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Embodiment 1
[0031] Example 1: Analysis of the Main Causes of Black and Odor Water Body in Open Ditch A
[0032] (1) Point source pollution analysis:
[0033] According to the water catchment division method of the present invention, the rainwater catchment area of the rainwater spout of the open ditch A is 306.08 hectares, and the sewage catchment area of the sewage spout is 35.73 hectares.
[0034] The monthly rainfall calculation method is as follows:
[0035] Q'=F*ψ*q'*1000
[0036] Q′——Monthly rainfall (10,000 m 3 / moon);
[0037] F——Rainwater catchment area (ha);
[0038] ψ——runoff coefficient;
[0039] q′——the number of millimeters of rainfall per month (mm / month, 1000 tons / (km 2 *moon))
[0040] The present invention selects the runoff coefficient according to different urban terrains, and the runoff coefficient in this embodiment is 0.5, and the monthly rainfall in millimeters is shown in Table 1.
[0041] Table 1 The annual average rainfall of a certain city
[0042]...
Embodiment 2
[0063] Example 2: Control Measures for Black and Odor Water Body in Open Ditch A and Engineering Quantity Accounting
[0064] (1) Sewage treatment measures at sewage spouts: In view of the characteristics of direct discharge of sewage around open ditch A, and random access to rainwater pipelines to cause pollution, etc., 530m of DN1500 interceptor pipes are laid along the open ditch to intercept surrounding sewage and discharge it into downstream sewage plants .
[0065] (2) Rainwater control measures at the rainwater outlet:
[0066] According to the method of the present invention, a pre-pond is set at the rainwater spout of the open ditch A, and the pre-pond is designed according to the rainwater flow rate residence time of 30s for a once-in-two-year rainstorm. The design size of the pre-pond is 20*10*2m, and the effective water depth 1.5m, effective volume 300m 3
[0067] According to the method of the present invention, a grass-planting ditch is set behind the front po...
Embodiment 3
[0079] Embodiment 3: open ditch A enters river water quality accessibility analysis (with NH 3 -N as an example)
[0080] According to the method of the present invention, based on the total amount of water flowing into the open ditch, the total amount of pollutants, and the balance calculation of reducing the amount of water and reducing the amount of pollutants of each measure, the accessibility analysis of the water quality in this embodiment can be obtained, NH 3 -H concentration is higher than the surface V water standard (surface V water NH 3 -N concentration 2mg / L), see Table 2 for details.
[0081] Table 2 Accessibility analysis table of open channel A entering the river
[0082]
[0083] The treatment method of the present invention does not need to build a rainwater storage tank, and combines measures such as laying sewage interception pipes, front ponds, planting grass ditches, and dredging, which can eliminate black odor and meet the requirements of rainwater ...
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