Horizontal subsurface flow constructed wetland for treating polluted river water and low-concentration wastewater
A horizontal subsurface flow and artificial wetland technology, applied in biological water/sewage treatment, water/sludge/sewage treatment, aerobic and anaerobic process treatment, etc. Poor and other problems, to achieve stable treatment effect, improve removal effect, and prevent clogging
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Embodiment 1
[0020] In the above-mentioned horizontal subsurface flow artificial wetland sewage treatment device, the upper part of the treatment unit uses zeolite with a particle size of 4-8 mm (thickness 500 mm), and the lower part is a gravel supporting layer (thickness 250 mm). Reactor water quality: COD Cr 80mg / L, NH 4 + -N 3.2mg / L, NO 3 - -N 12mg / L. The operating conditions adopted are: continuous water inflow, effective hydraulic retention time of 4.28d, hydraulic load of 0.17m / d, and water level controlled at 750mm. Treatment effect: COD Cr Removal rate ≥ 66.7%, ammonia nitrogen removal rate ≥ 89.6%, nitrate nitrogen removal rate ≥ 95.8%.
Embodiment 2
[0022] In the above-mentioned horizontal subsurface flow artificial wetland sewage treatment device, the upper part of the treatment unit uses slag with a particle size of 4-60 mm (thickness 500 mm), and the lower part is a gravel supporting layer (thickness 250 mm). Reactor water quality: COD Cr 80mg / L, NH 4 + -N 3.2mg / L, NO 3 - -N 12mg / L. The operating conditions adopted are: continuous water inflow, effective hydraulic retention time of 5.38d, hydraulic load of 0.14m / d, and water level controlled at 750mm. Treatment effect: COD Cr The removal rate is ≥91.5%, and the removal rate of nitrate nitrogen is ≥89%.
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