Unpowered urban inland river pollution control system and method
A pollution control and treatment system technology, applied in chemical instruments and methods, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., can solve the problem of high operating costs, achieve low operating costs, and good landscape performance Effect
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specific Embodiment approach 1
[0012] Specific embodiment one: the unpowered urban inland river pollution control system of the present embodiment, it comprises anaerobic biofilter type urban inland river embankment treatment system 1 and aerobic ecological river course treatment system 2 two parts, described anaerobic biofilter type The urban inland river embankment treatment system 1 is built along the river. The aerobic ecological river course treatment system 2 is composed of an aerobic ecological pebble riverbed 2-1 and a flap gate system 2-2. The aerobic ecological pebble riverbed 2-1 is set in At the bottom of the river, the flap gate system 2-2 is arranged downstream of the river and intercepts the river along the width direction of the river. The flap gate system 2-2 intercepts the river water, which can ensure the residence time of the river water in the inland river, and realize the functions of high-level oxygenation and aeration, and water pressure drop.
[0013] After anaerobic purification tr...
specific Embodiment approach 2
[0014] Specific embodiment 2: This embodiment is a further limitation to Embodiment 1. The anaerobic biofilter type urban inland river embankment treatment system 1 is mainly composed of the upstream surface 1-1, the backwater surface 1-2, and the source drainage inlet 1- 3. Anaerobic biological filter dam body 1-4, first retaining wall 1-5-1, second retaining wall 1-5-2, first retaining wall outlet 1-6, water storage chamber 1- 7 and the river channel outlet 1-8; the source drainage inlet 1-3 is arranged on the top of the backwater surface 1-2, and the first water retaining wall outlet 1-6 is arranged on the first water retaining wall 1-5- 1, the wall surface of the first water retaining wall 1-5-1 is set opposite to the wall surface of the second water retaining wall 1-5-2, and the first water retaining wall 1-5-1 and the second water retaining wall A water storage chamber 1-7 is formed between the walls 1-5-2, and the water-facing surface 1-1 seals the tops of the first wat...
specific Embodiment approach 3
[0016] Specific embodiment three: this embodiment is a further limitation of embodiment one or two, the anaerobic biological filter dam body 1-4 is formed by piled rubble and then bound and fixed by steel bars, there are gaps between the rubble , and there is a self-formed anaerobic biofilm on the surface of the rubble.
[0017] The anaerobic biofilm contains a large number of anaerobic bacteria, which can effectively degrade refractory organic pollutants in water bodies.
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