Low source-controlling sewage-intercepting system and construction method
A sewage and river channel technology, applied in the field of low-source control sewage interception system and construction, can solve the problems of incomplete sewage interception, complex decontamination system, poor water quality, etc., achieve good energy saving effect, stronger pollution impact resistance, The effect of reducing technical requirements for operation and maintenance operations
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Embodiment 1
[0045] Such as figure 1 and figure 2 As shown, a low-control source sewage interception system includes interception and purification functional area 1 set at the outlet on both sides of the river 11, interception and purification functional area 1 includes ecological retention and purification ditch 4 and rainwater pretreatment facility 5, ecological retention and purification ditch 4 It is installed at the place where the sewage enters the river, and the rainwater pretreatment facilities 5 are installed at the rainwater outlets on both sides of the river bank. The sewage from the outlets on both sides of the river channel 11 enters the river. It is difficult to intercept sewage or there is still a problem of pollution entering the river after intercepting sewage. Ecological interception is applied. The purification ditch 4 and the rainwater pretreatment facility 5 intercept a small amount of sewage and intercept the initial rainwater and discharge it directly into the river...
Embodiment 2
[0052] Basically the same as embodiment 1, preferably, described ecological interception purification ditch 4 comprises aerobic section B, anoxic section A and adsorption section C according to the function division of water body, described anoxic section A length, aerobic section B length The ratio to the length of the adsorption section C is 1:1.5:1. This ratio is calculated based on the water quality and quantity of the intercepted sewage and according to the normal discharge standard. Under this ratio, it can meet the purification requirements of the water body and meet the Reach different purification requirements in the water quality of different characteristics, improve the water quality in the ecological interception purification ditch 4; as Figure 4 As shown, the aerobic section B is provided with aquatic plants 7, and a biological filler 16 is arranged below the aquatic plants 7. Preferably, the biological filler 16 is an active biological filler, which adopts a scie...
Embodiment 3
[0055] Basically the same as embodiment 2, preferably, described ecological interception purification ditch 4 comprises aerobic section B, anoxic section A and adsorption section C according to the function division of water body, described anoxic section A length, aerobic section B length The ratio to the length of the adsorption section C is 1:3:5. This ratio is calculated based on the water quality and quantity of the intercepted sewage and according to the normal discharge standard. Under this ratio, the sewage in the three sections can be discharged Obtain different purification under different environments, improve the water quality in this ecological interception purification ditch 4; Figure 4 As shown, the aerobic section B is provided with aquatic plants 7, and a biological filler 16 is arranged below the aquatic plants 7. Preferably, the biological filler 16 is an active biological filler, which adopts a scientific formula, and the properties of sewage are different ...
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