In-situ treatment system and method of black and odorous water
A technology for in-situ treatment of black and odorous water, applied in the field of water treatment, can solve the problems of high treatment cost, large floor space, and high energy consumption, and achieve the effects of improving treatment efficiency, reducing floor space, and increasing residence time.
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Embodiment 1
[0070] The water quality of black and odorous water body in a certain river course, COD is 223mg / L; total phosphorus is 3.88mg / L; ammonia nitrogen is 13.75mg / L; dissolved oxygen is 0.31mg / L; transparency is 10cm; SS (suspended solids) is 183.4mg / L.
[0071] 1) Fenton oxidation experiment
[0072] Investigate the reaction time, hydrogen peroxide dosage and H 2 o 2 / Fe 2+ The effect of molar ratio on the treatment effect, the reaction temperature is room temperature 24.3 ℃, the pH value of influent water is 7.93, and the temperature and pH value are not adjusted during the reaction process.
[0073] The experimental results show that the reaction time is 30min, the dosage of hydrogen peroxide is 7mmo / L, the H 2 o 2 / Fe 2+ The treatment effect is the best when the molar ratio is 5:1. At this time, COD is 91mg / L; total phosphorus is 0.397mg / L; ammonia nitrogen is 11.86mg / L.
[0074] 2) Coagulation experiment
[0075] Polyferric sulfate was used as coagulant, and polyacrylam...
Embodiment 2
[0082] Pilot test:
[0083] The water quality of black and odorous water body in a certain river course, COD is 223mg / L; total phosphorus is 3.88mg / L; ammonia nitrogen is 13.75mg / L; dissolved oxygen is 0.31mg / L; transparency is 10cm; SS (suspended solids) is 183.4mg / L.
[0084] Embed the baffle reactor into the simulated river, the width of the baffle reactor and the simulated river is 1m, the depth is 0.5m, the baffle reactor is up and down, there are ten folds, and the length of the bend in the vertical direction is 1m , the length in the horizontal direction is 1m, and the length in the vertical direction of the baffle is 0.75m;
[0085] 1) According to figure 1 In the baffled reactor, a coarse grid and a fine grid are installed inside the baffle reactor. The gap between the coarse grid and the fine grid is 2 mm. The pretreatment area and the separation area respectively occupy a folding channel. The flow velocity of the simulated river is 0.2m / s, the water temperature is...
Embodiment 3
[0093] The water quality of the black and odorous water body in the river course, COD is 203-342mg / L; total phosphorus is 2.96-3.88mg / L; ammonia nitrogen is 11.91-13.75mg / L; dissolved oxygen is 0.31-0.55mg / L; transparency is 10-13cm; SS( Suspended matter) is 183.4-203.7mg / L.
[0094]In the upper reaches of the above-mentioned black and odorous water channel, the river channel is reconstructed in the gentle slope area down the riverbed in the direction of water flow, and the up and down deflection of the river water is realized by setting diversion walls. The black and odorous water in-situ treatment system includes a processing unit, the processing unit A total of 10 diversion walls are set up, with a total of nine bends, 5 upward flow diversion walls, and 5 downward flow diversion walls; the width of the channel is 5m, the average depth is 2.1m, and the bends are vertical The length in the direction is 3m, the length in the horizontal direction is 5m; the vertical length of t...
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