Subsurface flow constructed wetland for sewage denitrification treatment, construction method of subsurface flow constructed wetland and denitrification treatment method for sewage
A technology of artificial wetlands and construction methods, applied in biological water/sewage treatment, water/sludge/sewage treatment, special compound water treatment, etc., can solve the problem of affecting the quality of effluent water, waste, and denitrification can not achieve the desired effect, etc. question
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Embodiment 1
[0112] 1. Build the front bed of subsurface flow artificial wetland
[0113] 1-1) Excavation of constructed wetland bed
[0114] In the sewage area to be treated, excavate a subsurface flow constructed wetland bed with a depth of 2m (usually 2 (preferably 1 piece / m 2 ); the aperture size of the through-flow hole is 4-8mm (preferably 6mm); the ratio of the water distribution area to the volume of the constructed wetland bed is 10-20:100, (preferably 15:100); the water catchment area The ratio to the volume of the constructed wetland bed is 10-20:100, (preferably 15:100); the ratio of the treatment area to the volume of the constructed wetland bed is 60-80:100 (preferably 70:100) 100).
[0115] The size of the subsurface constructed wetland of the present invention is excavated according to the technical specifications of the constructed wetland sewage treatment engineering, wherein the aspect ratio should be controlled below 3:1, and the water depth should be 0.4m-1.6m.
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Embodiment 2
[0158] Taking the effluent from the filter cloth filter of a sewage treatment plant in Changge City as an example to carry out enhanced denitrification treatment, the amount and quality of sewage water are shown in Table 4.
[0159] 1. Build the front bed of subsurface flow artificial wetland
[0160] 1-1) Excavation of constructed wetland bed
[0161] A subsurface artificial wetland bed was constructed in the filter cloth filter workshop of a sewage treatment plant in Changge City. The size of the wetland bed was: length×width×height (80cm×30cm×50cm), and the water depth of the wetland bed was 40cm (that is, the wetland treatment area The height is 40cm), and then arrange two partition walls with through-flow holes in the wetland bed to separate the wetland bed into three relatively independent water distribution areas, treatment areas and water collection areas arranged in sequence along the water flow direction; , the density of through-flow holes is 1 / m 2 The aperture of...
Embodiment 3
[0200] Except for step 5) during the system operation, the influent flow rate is 83.3mL / min, the hydraulic retention time of the sewage in the subsurface flow constructed wetland is 6h, the pH of the influent water is basically maintained at 7.56-8.39, and the DO is basically maintained between 4.5-6.0. Same as Example 2.
[0201] See Table 4 for the measurement results of the effluent water quality (COD, nitrate, ammonia nitrogen, total phosphorus) after the sewage is treated by the subsurface flow constructed wetland. As can be seen from the water quality measurement results of Table 4: adopting the subsurface flow constructed wetland of the present invention to treat municipal sewage, the removal effect is remarkable, and the denitrification effect is obvious, wherein the nitrate removal rate reaches 98.40%; the ammonia nitrogen removal rate is 79.63%; the total nitrogen removal rate is 79.63%. 96.36%, the pH of the effluent is basically maintained at 6.87-7.54.
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