CN-224199266-U - Baffling pond biomembrane composite sewage treatment device
Abstract
The utility model provides a baffling tank biological membrane composite sewage treatment device, and belongs to the technical field of sewage treatment. The device solves the problems of incomplete grease removal, poor running efficiency and the like in the current sewage treatment process of the high-speed service area. The utility model designs a baffling pool biological film composite sewage treatment device in a baffling pool form, six reaction areas are arranged in the baffling pool, the detention period of pollutants is increased, the reaction time is prolonged, the treatment effect is improved, and a biological film device and an aeration device are arranged in the baffling pool to provide sufficient oxygen for microorganisms, ensure an aerobic-anaerobic-anoxic environment and be beneficial to the decomposition of the pollutants. The device can independently monitor and control the feedback, and can realize the efficient degradation of the grease while ensuring the removal of ammonia nitrogen, CODcr and BOD 5 . The device has the advantages of convenient disassembly and assembly of each component, lower cost, high operation efficiency, convenient popularization and use and contribution to the operation of large and small factories.
Inventors
- LIU BING
- GENG GAOYUAN
- YU JIE
- WANG BINGHAO
- FAN LUTAO
- LIU DA
- HU YANG
- SUN LEI
- ZHOU YANPING
- HAN BING
- LIU HANJUN
- GUO BAO
Assignees
- 山东省交通规划设计院集团有限公司
Dates
- Publication Date
- 20260505
- Application Date
- 20250714
Claims (5)
- 1. The device is characterized by comprising a baffling tank assembly, a biological membrane aeration assembly and an effluent purification assembly; The baffle pool assembly comprises a baffle pool, a water inlet pump and a reflux pump, wherein the baffle pool is a cuboid pool, six reaction pools of ① - ⑥ are uniformly separated in the baffle pool, baffle plates and sedimentation plates are arranged in the six reaction pools, 1 baffle plate is arranged in each reaction pool, the baffle plates are L-shaped two sections, the first section is perpendicular to the bottom of the baffle pool, the second section is 135 degrees with the first section and is parallel to the sedimentation plates, 2 symmetrically distributed sedimentation plates are arranged in each reaction pool, the sedimentation plates form 45 degrees with the side edge and the bottom edge of a baffle pool device, the baffle pools are communicated with the water inlet pump and the reflux pump to realize the flow and circulation of liquid, the ① reaction pools are communicated with the water inlet pump, the reflux pump, the ⑤ reaction pools and the ⑥ reaction pools, 1 water gap is arranged on each reaction pool, 2 sludge discharge ports are arranged on the bottom of each reaction pool, a sludge reflux port is arranged on the bottom of the ⑤ reaction pool, and the sludge reflux pump is communicated; The biological membrane aeration assembly comprises a biological membrane fixing device and fixing rods, wherein five reaction tanks No. ① - ⑤ are provided with a group of biological membrane assemblies, each reaction tank is provided with two long rods which are fixed on a baffle plate, and the biological membrane fixing device is fixed between the two fixing rods; The aeration assembly comprises an aeration pump, an aeration pipeline and an aeration disc, wherein the aeration pipeline is connected with the aeration pump, 4 main pipelines are positioned at the top of the baffling tank assembly, the 4 main pipelines are divided into 8 branch pipelines, the branch pipelines are inserted into ①-④ -type reaction tanks, and the bottom of the branch pipeline is connected with the aeration disc; The water outlet purification assembly comprises a tubular ceramic membrane, a water outlet and a water outlet pump, wherein the reaction tank number ⑥ of the baffling tank is communicated with the water outlet pump, and the water outlet pump pumps the water into the tubular ceramic membrane for further purification and then is discharged through the water outlet.
- 2. The baffling tank biological membrane composite sewage treatment device of claim 1, further comprising a water quality monitoring and intelligent control component, wherein the water quality monitoring and intelligent control component comprises a pollutant monitoring sensor, a pollutant monitoring device and a pH dosing device, and the pollutant monitoring sensor is arranged in the baffling tank device ① and the ⑥ reaction tanks.
- 3. The baffling tank biological film composite sewage treatment device according to claim 1 or 2, wherein the biological film fixing device is fixed between two fixing rods and is arranged at four intervals, and the biological film fixing device is a suspended filiform filler device with a burr structure on the surface.
- 4. A baffled cell biological membrane composite sewage treatment device as in claim 3, wherein the biological membrane is a biological membrane formed by metabolism of Brevibacterium, aquatic microorganism, alcaligenes, bacillus and Paracoccus petroleum hydrocarbon degrading microorganism.
- 5. A baffled cell biofilm composite sewage treatment device as in claim 1 or 2 wherein the baffled cell assembly further comprises a wheeled support, the baffled cell being mounted on the wheeled support.
Description
Baffling pond biomembrane composite sewage treatment device Technical Field The utility model belongs to the technical field of sewage treatment, and particularly relates to a baffling tank biological membrane composite sewage treatment device. Background The high-speed service areas in China synchronously construct and operate along with the rapid development of highways, but the sewage discharge of the high-speed service areas cannot be incorporated into municipal pipe networks for unified collection treatment, so the sewage treatment problem of the service areas is increasingly prominent and needs to be solved. The sewage in the high-speed service area mainly comes from restaurant wastewater, toilet wastewater, road watering water, car washing water, hotel room water, greening water, unforeseen water (pipe network drainage water) and the like. Wherein the restaurant wastewater and the toilet wastewater are the main sewage to be treated. The high-speed service area is far away from the living area and the industrial area, the sewage discharge characteristics and the pollutant composition concentration of the high-speed service area are different from those of domestic sewage and industrial sewage, and the pollutant discharge concentration of the sewage in the high-speed service area is higher than that of typical domestic sewage. The sewage discharge in the high-speed service area has larger fluctuation and larger non-uniformity coefficient under the influence of weather, seasons, time periods and the like. The emission peak is mainly concentrated on weekends and legal holidays, the daily emission is higher than at night, and the sewage emission in rainy and snowy days is less. Meanwhile, the sewage in the service area contains characteristic pollution factors, the sewage in the toilet is mainly a substance with strong biodegradability, and the kitchen waste contains a large amount of animal and vegetable grease and other refractory substances, so that the sewage in the service area needs a targeted sewage treatment process link or technology to improve the sewage treatment efficiency. In addition, the scale of the high-speed service area is not large, which has certain requirements on the sewage treatment scale. The current high-speed service area catering slurry has the defects of serious blockage problem of the air floatation device caused by overhigh solid content and oil content, frequent cleaning, high maintenance cost, serious influence on the treatment efficiency, serious power consumption of the air floatation device and high operation cost. In order to solve the problem of blockage of the air floatation device, the utility model designs the baffling tank-biological film device, solid matters can be removed through biological film adsorption, oil is treated by the compound grease degrading bacteria, the device is not easy to block and has low power consumption, and degradation of solid matters, grease, ammonia nitrogen, nitrite nitrogen, nitrate nitrogen, total phosphorus, total nitrogen and COD can be realized. Disclosure of utility model Aiming at the defects of the prior art, the utility model provides a baffling tank biological film composite sewage treatment device. The device solves the problems that grease is not thoroughly removed, the operation efficiency is poor and the like in the current sewage treatment process of a high-speed service area. In order to solve the technical problems, the device is designed into a baffling tank, six reaction areas are arranged in the baffling tank, so that the detention period of pollutants can be prolonged, the reaction time can be prolonged, and the treatment effect can be improved. Specifically, the utility model relates to a baffling tank biological film composite sewage treatment device which mainly comprises a baffling tank assembly, a biological film aeration assembly and a water outlet purification assembly. The baffle pool assembly comprises a baffle pool, a water inlet pump and a reflux pump, wherein the baffle pool is a cuboid pool, six reaction pools of ① - ⑥ are uniformly separated in the baffle pool, baffle plates and sedimentation plates are arranged in the six reaction pools, 1 baffle plate is arranged in each reaction pool, the baffle plates are L-shaped two sections, the first section is perpendicular to the bottom of the baffle pool, the second section is 135 degrees with the first section and is parallel to the sedimentation plates, 2 symmetrically distributed sedimentation plates are arranged in each reaction pool, the sedimentation plates form 45 degrees with the side edge and the bottom edge of a baffle pool device, the baffle pools are communicated with the water inlet pump and the reflux pump to realize the flow and circulation of liquid, the ① reaction pools are communicated with the water inlet pump, the reflux pump, the ⑤ reaction pools and the ⑥ reaction pools, 1 water gap is arranged on each reaction pool, 2 sludge discharg