Scope pollution control system and method used for separate system drainage pipe network system
A drainage pipe network and pollution control technology, applied in waterway systems, sewage removal, drainage structures, etc., can solve the problems that surface pollution cannot be effectively intercepted and treated, and sewage and rainwater cannot be accurately controlled.
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Embodiment 1
[0114] Such as Figure 4 As shown, the first primary rain storage tank C is arranged between the sewage pipeline A-1 and the rainwater pipeline A-2, and the water inlet end of the first primary rain storage tank C is connected with the rainwater pipeline A-2. The drainage end of the rain storage tank C is connected to the sewage pipeline A-1, and the rainwater pipeline A-2 is provided with a bottom-opening weir gate 9, and the water inlet end of the bottom-opening weir gate 9 is located in the first primary rain storage tank C Downstream of the water inlet end; the second primary rain storage tank D is set between the sewage main pipe B-1 and the rainwater main pipe B-2; the water inlet end of the second primary rain storage tank D is connected to the rainwater main pipe B -2 is connected, the drainage end of the second primary rain storage tank D is connected with the sewage main pipe B-1; the rainwater main pipe B-2 is provided with a bottom-opening weir gate 9, and the wate...
Embodiment 2
[0116] Such as Figure 5 As shown, the rainwater pipeline A-2 is connected with a rainwater pretreatment system through a branch pipe, and the branch pipe is provided with a bottom opening weir gate 9, and the bottom opening weir gate 9 is located at the upstream of the rainwater pretreatment system; the rainwater main pipe B-2 The upper part is connected with a rainwater pretreatment system through a branch pipe, and the branch pipe is provided with a bottom opening weir gate 9, which is located upstream of the rainwater pretreatment system.
Embodiment 3
[0118] Such as Image 6 As shown, the first primary rain storage tank C is arranged between the sewage pipeline A-1 and the rainwater pipeline A-2, and the water inlet end of the first primary rain storage tank C is connected with the rainwater pipeline A-2. The drainage end of the rain storage tank C is connected to the sewage pipeline A-1, and the rainwater pipeline A-2 is provided with a bottom-opening weir gate 9, and the water inlet end of the bottom-opening weir gate 9 is located in the first primary rain storage tank C Downstream of the water inlet end; the rainwater main pipe B-2 is connected with a rainwater pretreatment system through a branch pipe, and the branch pipe is provided with a bottom opening weir gate 9, which is located upstream of the rainwater pretreatment system.
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