CN211734115U - Integrated river water purification device - Google Patents

Integrated river water purification device Download PDF

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Publication number
CN211734115U
CN211734115U CN202020042208.0U CN202020042208U CN211734115U CN 211734115 U CN211734115 U CN 211734115U CN 202020042208 U CN202020042208 U CN 202020042208U CN 211734115 U CN211734115 U CN 211734115U
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unit
water
box body
river water
liquid separation
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CN202020042208.0U
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万斌
戚建亚
白琦珍
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Jiangsu Huada Environmental Engineering Co ltd
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Jiangsu Huada Environmental Engineering Co ltd
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Abstract

An integrated river water purification device is applied to purification of polluted river water and comprises a box body, a mixer, a coagulant dosing device, a river water introducing pipe to be treated and a water outlet pipe, wherein the mixer is installed in front of a water inlet end of the box body, the coagulant dosing device and the river water introducing pipe to be treated are respectively connected into the mixer, the water outlet pipe is installed at the tail end of the box body, the space in the box body is sequentially divided into a solid-liquid separation unit, an anoxic unit, an aerobic unit, a secondary solid-liquid separation unit, a clear water unit and a biological aeration filtering unit along the water flow direction, the front part of the solid-liquid separation unit is provided with a box body water inlet end, the front part and the rear part of the solid-liquid separation unit are communicated with the water in the two adjacent units. The device has the advantages of land occupation saving, high efficiency, capability of treating river water as landscape reuse water and the like.

Description

Integrated river water purification device
Technical Field
The utility model relates to a handle purifier who receives the pollution river water, wide application receives organic pollutant pollution water retrieval and utilization field.
Background
With the rapid development of economic society, the problem of water pollution is becoming a focus of attention nowadays. As a part of rivers in China receive industrial and domestic sewage for a long time, a large amount of organic pollutants enter a water body, the aerobic rate of the organic pollutants is too high, so that the water body is in an anoxic state, and the anaerobic microorganisms degrade the organic matters in the water to generate malodorous gases such as ammonia gas, hydrogen sulfide and the like, so that the phenomenon that the water body is blacked and smelled occurs. The deterioration of water quality of water bodies causes the situation that water can not be used in areas with abundant water resources in China.
In the prior patent (patent number: CN 204939116U), a river water purification device adopts the optimized combination of a lift pump, a bag filter, a pressure pump, a regenerative tubular membrane, a clean water tank and other monomer devices, and achieves the purpose of reaching the standard of river water purification treatment after implementation. In particular, the waste membrane tube is repaired into a regenerated tubular membrane, and the regenerated tubular membrane is combined with a bag filter to be successfully applied to the purification treatment of river water, so that the purified water quality meets the requirement of industrial water. The river water purification device has the characteristics of simple structure, convenience in manufacturing and installation, investment saving, low cost, low energy consumption and the like. However, the device mainly applies the physical principle to treat the water body, and is difficult to remove organic pollutants which can be dissolved in the water body, so that the problem of black and odorous water body is difficult to solve.
In the prior patent (patent application number: CN 108558059A), a device and a method for treating heavily polluted river water comprise a coagulating sedimentation tank, a mixing tank, a sewage pump, a sewage pipe, a coagulant adding and metering system and a solar and wind power generation system. The coagulating sedimentation tank is arranged on a river bank, is of a cuboid structure and is parallel to the river channel; the coagulating sedimentation tank is provided with a plurality of coagulating sedimentation tanks. The mixing tank sets up in coagulating sedimentation tank's shore one side, mixing tank and coagulating sedimentation tank intercommunication, and the play water of mixing tank flows into coagulating sedimentation tank. The sewage pump is arranged on the river bank and pumps and discharges sewage in the river into the mixing tank through the sewage pipe. The coagulant adding and metering system is arranged on the shore side of the mixing tank, and the coagulant added by the coagulant adding and metering system enters the mixing tank. The solar energy and wind energy power generation system is arranged on the river bank and is connected with the sewage pump through a cable. The method has the characteristics of low energy consumption, high efficiency and the like. However, the device treatment process mainly adopts a mode of combining physical chemistry, has good effect on removing inorganic pollutants and solid suspended matters, can not explain organic pollutants by biological treatment, and is difficult to solve the problem of black and odorous water body.
Disclosure of Invention
The utility model belongs to an integration river water purifier, mainly used at present "black smelly" the treatment engineering of river, have take up an area of province, purifying effect is excellent, handle characteristics such as hydroenergy retrieval and utilization.
The integrated river water purification device is characterized in that the space in the box body is sequentially divided into a solid-liquid separation unit, an anoxic unit, an aerobic unit, a secondary solid-liquid separation unit, a clear water unit and a biological aeration filtering unit along the water flow direction, the front part of the solid-liquid separation unit is the box body water inlet end, the front and the rear adjacent units are communicated with water, the tail end of the bottom of the biological aeration filtering unit is provided with a water outlet pipe, and an aeration device at the bottom of the aerobic unit is connected with an air blower outside the box body through an air inlet pipe. The river water to be treated is mixed with the coagulant added by the coagulant adding device in the mixer. River water and a medicament are mixed and then enter a box body, firstly enter a solid-liquid separation unit, precipitate and remove large granular floccules formed in water, then enter an anoxic unit, degrade and remove organic matters, nitrate nitrogen and other pollutants in the water, then enter an aerobic unit, remove organic matters and other pollutants in the water, and then enter a secondary solid-liquid separation unit to perform primary mud-water separation on the river water to be treated; then the river water to be treated enters a clear water unit and finally enters a biological aeration filtering unit for advanced treatment to reach the recycling standard.
Furthermore, the aerobic unit is composed of a primary aerobic unit, a secondary aerobic unit and a tertiary aerobic unit which are communicated with water in sequence, the front of the primary aerobic unit is adjacent to and communicated with the anoxic unit, the rear of the tertiary aerobic unit is adjacent to and communicated with the secondary solid-liquid separation unit, aeration devices are arranged at the bottoms of the primary aerobic unit, the secondary aerobic unit and the tertiary aerobic unit, and each aeration device is connected with an air blower outside the box body through an air inlet pipe and carries out aerobic treatment through blast aeration.
Furthermore, the sludge collecting areas at the bottoms of the solid-liquid separation unit and the secondary solid-liquid separation unit are respectively connected with a sludge storage tank outside the box body through sludge discharge pipes, and discharged solid-containing substances enter the sludge storage tank for centralized dehydration treatment.
Furthermore, a sludge reflux pump is arranged in the three-stage aerobic unit, the sludge reflux pump is connected with one end of a reflux pipe, and the other end of the reflux pipe extends into the anoxic unit. And a part of muddy water mixed liquor in the unit is returned to the anoxic unit by the sludge return pump through the return pipe to supplement the bacterial microorganisms of the anoxic unit.
The utility model has the advantages that:
1. the three-section reinforced aerobic treatment unit in the integrated river water purification device is used for purifying the polluted river water, and organic pollutants of black and odor generated in the water body are degraded, so that the device has the characteristics of land occupation saving and high efficiency.
2. The biological aeration filter unit in the advanced treatment link of the integrated river water purification device is utilized to further treat the river water, the pollution which is difficult to degrade in the front-stage process and the solid particles suspended in the water are degraded, and the treated river water can reach the standard of urban landscape greening reuse water.
Drawings
Fig. 1 is a schematic structural diagram of the utility model.
In the figure: 1. the device comprises a box body, 2 a river water inlet pipe to be treated, 3 a mixer, 31 a coagulant dosing device, 4 a solid-liquid separation unit, 5 an anoxic unit, 6 a primary aerobic unit, 7 a secondary aerobic unit, 8 a tertiary aerobic unit, 9 a secondary solid-liquid separation unit, 10 a clear water unit, 11 a biological aeration filtering unit, 12 a sludge storage tank, 13 a blower, 14 a sludge reflux pump, 15 an air inlet pipe, 16 a sludge discharge pipe, 17 a reflux pipe and 18 a water outlet pipe.
Detailed Description
Example 1:
as shown in fig. 1, an integrated river water purification device comprises a box body 1, a river water inlet pipe 2 to be treated, a mixer 3, a coagulant dosing device 31 and a water outlet pipe 18, wherein the mixer 3 is installed in front of a water inlet end of the box body 1, the coagulant dosing device 31 and the river water inlet pipe 2 to be treated are respectively connected to the mixer 3, a space in the box body 1 is sequentially divided into a solid-liquid separation unit 4, an anoxic unit 5, a primary aerobic unit 6, a secondary aerobic unit 7, a tertiary aerobic unit 8, a secondary solid-liquid separation unit 9, a clear water unit 10 and a biological aeration filtering unit 11 along a water flow direction, the water inlet end of the box body 1 is arranged in front of the solid-liquid separation unit 4, the front and the rear adjacent units are communicated with water, and the water outlet pipe 18; the bottom parts of the first-stage aerobic unit 6, the second-stage aerobic unit 7 and the third-stage aerobic unit 8 are respectively provided with an aeration device, and each aeration device is respectively connected with a blower 13 outside the box body 1 through an air inlet pipe 15; the mud collecting areas at the bottoms of the solid-liquid separation unit 4 and the secondary solid-liquid separation unit 9 are respectively connected with a mud storage pool 12 outside the box body 1 through a mud discharging pipe 16; a sludge reflux pump 14 is arranged in the third-stage aerobic unit 8, the sludge reflux pump 14 is connected with one end of a reflux pipe 17, and the other end of the reflux pipe 17 extends into the anoxic unit 5.
River water to be treated is mixed with a coagulant added by a coagulant adding device 3 in a mixer 2, then flows into a box body 1, firstly enters a solid-liquid separation unit 4, large granular floccules formed in the water are precipitated and removed, and then enters an anoxic unit 5, and pollutants such as organic matters, nitrate nitrogen and the like in the water are degraded; then sequentially entering three aerobic units, and carrying out aerobic treatment by blast aeration; the river water after aerobic treatment flows into a secondary solid-liquid separation unit 9 for secondary mud-water separation, then enters a clear water unit 10, flows into a biological aeration filtering unit 11 for advanced treatment to reach the recycling standard, and is finally discharged from a water outlet pipe 18; a part of the sludge-water mixed liquor in the three-stage aerobic unit 8 is returned to the anoxic unit 5 through a return pipe 17 by a sludge return pump 14 in the unit to supplement bacterial microorganisms; sludge at the bottoms of the solid-liquid separation unit 4 and the secondary solid-liquid separation unit 9 enters the sludge storage tank 12 through the sludge discharge pipe 16 and then is subjected to centralized dehydration treatment.

Claims (4)

1. An integrated river water purification device comprises a box body, a mixer, a coagulant dosing device, a to-be-treated river water inlet pipe and a water outlet pipe, wherein the mixer is arranged in front of a water inlet end of the box body, the coagulant dosing device and the to-be-treated river water inlet pipe are respectively connected into the mixer, and the water outlet pipe is arranged at the tail end of the box body.
2. The integrated river water purification device according to claim 1, wherein: the aerobic unit is composed of a first-stage aerobic unit, a second-stage aerobic unit and a third-stage aerobic unit which are communicated with water in sequence, the front of the first-stage aerobic unit is adjacent to and communicated with the anoxic unit, the rear of the third-stage aerobic unit is adjacent to and communicated with the secondary solid-liquid separation unit, the bottoms of the first-stage aerobic unit, the second-stage aerobic unit and the third-stage aerobic unit are provided with aeration devices, and each aeration device is connected with an air blower outside the box body through an air inlet pipe.
3. The integrated river water purification device according to claim 1, wherein: the sludge collecting areas at the bottoms of the solid-liquid separation unit and the secondary solid-liquid separation unit are respectively connected with a sludge storage pool outside the box body through a sludge discharge pipe.
4. The integrated river water purification device according to claim 2, wherein: a sludge reflux pump is arranged in the third-stage aerobic unit, the sludge reflux pump is connected with one end of a reflux pipe, and the other end of the reflux pipe extends into the anoxic unit.
CN202020042208.0U 2020-01-09 2020-01-09 Integrated river water purification device Active CN211734115U (en)

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Application Number Priority Date Filing Date Title
CN202020042208.0U CN211734115U (en) 2020-01-09 2020-01-09 Integrated river water purification device

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Application Number Priority Date Filing Date Title
CN202020042208.0U CN211734115U (en) 2020-01-09 2020-01-09 Integrated river water purification device

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CN211734115U true CN211734115U (en) 2020-10-23

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112340826A (en) * 2020-11-23 2021-02-09 同济大学 Pipeline coagulation method for rapidly reducing river discharge pollution

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112340826A (en) * 2020-11-23 2021-02-09 同济大学 Pipeline coagulation method for rapidly reducing river discharge pollution

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