CN210915681U - High-salt and high-organic-matter wastewater treatment system - Google Patents

High-salt and high-organic-matter wastewater treatment system Download PDF

Info

Publication number
CN210915681U
CN210915681U CN201921934363.7U CN201921934363U CN210915681U CN 210915681 U CN210915681 U CN 210915681U CN 201921934363 U CN201921934363 U CN 201921934363U CN 210915681 U CN210915681 U CN 210915681U
Authority
CN
China
Prior art keywords
communicated
reverse osmosis
outlet
membrane
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201921934363.7U
Other languages
Chinese (zh)
Inventor
赵祥礼
陈向贵
袁涛
余本贵
罗登鹏
张石飞
周前锋
王红鹰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yunnan Keli environmental protection Co.,Ltd.
Original Assignee
Yunnan Keenly New Material Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yunnan Keenly New Material Co ltd filed Critical Yunnan Keenly New Material Co ltd
Priority to CN201921934363.7U priority Critical patent/CN210915681U/en
Application granted granted Critical
Publication of CN210915681U publication Critical patent/CN210915681U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

The utility model discloses a high-salt and high-organic wastewater treatment system, wherein in the system, an adjusting tank system, a pretreatment system, a multi-medium filtering system, a water softening system, an ultrafiltration system and a reverse osmosis system are communicated in sequence; a pure water outlet of the reverse osmosis system is communicated with the reuse water tank, and a waste water outlet of the reverse osmosis system is communicated with the oxidation system; the oxidation system is communicated with the membrane combination system; the membrane combination system comprises an ultrafiltration membrane, a nanofiltration membrane and a reverse osmosis membrane, the ultrafiltration membrane, the nanofiltration membrane and the reverse osmosis membrane are sequentially arranged along the direction of water flow, a pure water outlet of the reverse osmosis membrane is communicated with a reuse water pool, and a waste water outlet of the reverse osmosis membrane is communicated with an evaporative crystallization system; and a condensed water outlet of the evaporative crystallization system is communicated with a reuse water pool. Utilize the utility model discloses system and method can do more effective processing to the waste water that highly contains salt, high organic matter, can all carry out effectual utilization to wherein salt product and waste water.

Description

High-salt and high-organic-matter wastewater treatment system
Technical Field
The utility model relates to a waste water treatment field, concretely relates to high salt, high organic matter effluent disposal system that contains.
Background
The wastewater with high salt content and high organic matter content is harmful to aquatic organisms, domestic drinking water and industrial and agricultural production water if the wastewater is directly discharged without being treated. The conventional high-salt and high-organic-matter wastewater treatment process is generally a pretreatment process, a multi-medium filtering device, a softening device, a membrane system and an evaporative crystallization system, except that the produced water completely reaches the quality index of the circulating cooling water, the produced salt is a mixture of sodium chloride and sodium sulfate, the industrial utilization value is extremely low, the process is generally used as solid waste treatment, the secondary treatment cost is high, and great production and operation burden is brought to industrial production enterprises.
SUMMERY OF THE UTILITY MODEL
To the deficiency of the prior art, the utility model aims at providing a high salt, high organic matter effluent disposal system that contains.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a high-salt-content and high-organic-matter wastewater treatment system comprises a regulating pond system, a pretreatment system, a multi-medium filtration system, a water softening system, an ultrafiltration system, a reverse osmosis system, an oxidation system, a membrane combination system, a reuse water pond and an evaporative crystallization system; the regulating pond system, the pretreatment system, the multi-medium filtering system, the water softening system, the ultrafiltration system and the reverse osmosis system are communicated in sequence; a pure water outlet of the reverse osmosis system is communicated with the reuse water pool, and a waste water outlet of the reverse osmosis system is communicated with the oxidation system; the oxidation system is communicated with the membrane combination system; the membrane combination system comprises an ultrafiltration membrane, a nanofiltration membrane and a reverse osmosis membrane, the ultrafiltration membrane, the nanofiltration membrane and the reverse osmosis membrane are sequentially arranged along the direction of water flow, a pure water outlet of the reverse osmosis membrane is communicated with the reuse water pool, and a waste water outlet of the reverse osmosis membrane is communicated with the evaporative crystallization system; and a condensed water outlet of the evaporative crystallization system is communicated with the reuse water pool.
Further, the device also comprises a sludge system, and the sludge discharge ports of the pretreatment system and the oxidation system are both communicated with the sludge system.
Further, the pretreatment system comprises a pretreatment reaction tank, a high-efficiency clarification tank, a clean water tank and a dosing device; the pretreatment reaction tank is communicated with a wastewater outlet of the regulating pond system, and the dosing device is used for adding a medicament into the pretreatment reaction tank; the outlet of the pretreatment reaction tank is communicated with the inlet of the high-efficiency clarification tank; the top outlet of the high-efficiency clarification tank is communicated with the clean water tank, and the bottom outlet of the high-efficiency clarification tank is communicated with a sludge system; the clean water tank is communicated with the multi-medium filtering system.
Further, the top inlet of the multi-media filtering system is communicated with the pretreatment system, and the bottom outlet of the multi-media filtering system is communicated with the water softening system.
Furthermore, a wastewater outlet of the reverse osmosis system is communicated with a reverse osmosis water production tank, and the reverse osmosis water production tank is communicated with the oxidation system.
Furthermore, the oxidation system comprises an ozone generator, an ozone reactor, an electrolytic cell and a tail gas absorption device, wherein the ozone generator is communicated with the ozone reactor, a tail gas outlet of the electrolytic cell is communicated with the tail gas absorption device, and a wastewater outlet of the ozone reactor is communicated with a wastewater inlet of the electrolytic cell; and a wastewater inlet of the ozone reactor is communicated with a wastewater outlet of the reverse osmosis system.
Furthermore, the evaporative crystallization system comprises a sodium chloride evaporative crystallization system and a sodium sulfate evaporative crystallization system, the salt-containing wastewater outlet of the reverse osmosis membrane comprises a sodium chloride salt-containing wastewater outlet and a sodium sulfate salt-containing wastewater outlet, the sodium chloride salt-containing wastewater outlet is communicated with the sodium chloride evaporative crystallization system, and the sodium sulfate salt-containing wastewater outlet is communicated with the sodium sulfate evaporative crystallization system; and condensed water outlets of the sodium chloride evaporative crystallization system and the sodium sulfate evaporative crystallization system are both communicated with a reuse water pool.
The beneficial effects of the utility model reside in that: utilize the utility model discloses the system can do more effective processing to the high waste water that contains salt, high organic matter, can all carry out effectual utilization to wherein salt product and waste water.
Drawings
Fig. 1 is a schematic diagram of a system structure according to embodiment 1 of the present invention.
Detailed Description
The present invention will be further described with reference to the accompanying drawings, and it should be noted that the present embodiment is based on the technical solution, and the detailed embodiments and the specific operation processes are provided, but the protection scope of the present invention is not limited to the present embodiment.
Example 1
The embodiment provides a high-salt-content and high-organic-matter wastewater treatment system, as shown in fig. 1, which includes a regulating pond system 1, a pretreatment system 2, a multi-media filtration system 3, a water softening system 4, an ultrafiltration system 5, a reverse osmosis system 6, an oxidation system 7, a membrane combination system 9, a reuse pond 10, and an evaporative crystallization system 11; the adjusting pond system 1, the pretreatment system 2, the multi-medium filtering system 3, the water softening system 4, the ultrafiltration system 5 and the reverse osmosis system 6 are communicated in sequence; a pure water outlet of the reverse osmosis system 6 is communicated with the reuse water pool 10, and a waste water outlet of the reverse osmosis system is communicated with the oxidation system 7; the oxidation system 7 is communicated with the membrane combination system 9; the membrane combination system 9 comprises an ultrafiltration membrane, a nanofiltration membrane and a reverse osmosis membrane, the ultrafiltration membrane, the nanofiltration membrane and the reverse osmosis membrane are sequentially arranged along the direction of water flow, a pure water outlet of the reverse osmosis membrane is communicated with the reuse water pool 10, and a waste water outlet of the reverse osmosis membrane is communicated with the evaporative crystallization system 11; and a condensed water outlet of the evaporative crystallization system 11 is communicated with the reuse water pool.
Further, in this embodiment, the high-salinity high-organic wastewater treatment system further includes a sludge system 8, and the sludge discharge ports of the pretreatment system 2 and the oxidation system 7 are both communicated with the sludge system 8.
Further, in the embodiment, the pretreatment system 2 comprises a pretreatment reaction tank, an efficient clarification tank, a clean water tank and a dosing device; the pretreatment reaction tank is communicated with a wastewater outlet of the regulating pond system, and the dosing device is used for adding a medicament into the pretreatment reaction tank; the outlet of the pretreatment reaction tank is communicated with the inlet of the high-efficiency clarification tank; the top outlet of the high-efficiency clarification tank is communicated with the clean water tank, the bottom outlet of the high-efficiency clarification tank is communicated with the sludge system, and the clean water tank is communicated with the multi-medium filtering system 3.
In this embodiment, the multi-media filter system 3 has one or more filter materials such as quartz sand, anthracite, etc.
Further, in this embodiment, the top inlet of the multi-media filtration system 3 is connected to the pretreatment system, and the bottom outlet is connected to the water softening system.
Further, in this embodiment, the wastewater outlet of the reverse osmosis system is communicated with a reverse osmosis water production tank, and the reverse osmosis water production tank is communicated with the oxidation system.
Further, in this embodiment, the oxidation system includes an ozone generator, an ozone reactor, an electrolytic cell and a tail gas absorption device, the ozone generator is communicated with the ozone reactor, a tail gas outlet of the electrolytic cell is communicated with the tail gas absorption device, and a wastewater outlet of the ozone reactor is communicated with a wastewater inlet of the electrolytic cell; and a wastewater inlet of the ozone reactor is communicated with a wastewater outlet of the reverse osmosis system.
Further, in this embodiment, the evaporative crystallization system includes a sodium chloride evaporative crystallization system and a sodium sulfate evaporative crystallization system, the salt-containing wastewater outlet of the reverse osmosis membrane includes a sodium chloride salt-containing wastewater outlet and a sodium sulfate salt-containing wastewater outlet, the sodium chloride salt-containing wastewater outlet is communicated with the sodium chloride evaporative crystallization system, and the sodium sulfate salt-containing wastewater outlet is communicated with the sodium sulfate evaporative crystallization system; and condensed water outlets of the sodium chloride evaporative crystallization system and the sodium sulfate evaporative crystallization system are both communicated with a reuse water pool.
Example 2
This embodiment provides a method for using the system of embodiment 1, including the steps of:
s1, feeding the wastewater with high salt content and high organic matter to be treated into the regulating tank system, wherein the regulating tank system has the functions of homogenizing and buffering the wastewater;
s2, enabling the wastewater to enter a pretreatment system from the regulating pond system; adding a medicament into the pretreatment system, fully mixing the wastewater and the medicament, clarifying, and then filtering in a multi-medium filtering system;
s3, after the wastewater is filtered by the multi-medium filtering system, suspended impurities are removed, the water quality is further clarified, and the turbidity of the effluent can reach below 3 ℃;
s4, enabling the wastewater to enter a water softening system after coming out of the multi-media filter, and enabling calcium and magnesium ions in the wastewater to have a displacement reaction with sodium ions in the water softening system to reduce the hardness of the wastewater, wherein the hardness of the effluent is controlled to be below 5 mg/l;
s5, the wastewater passing through the water softening system enters an ultrafiltration system, and the SS content in the wastewater is reduced by using the ultrafiltration system, so that the water quality of the wastewater meets the water inlet requirement of a reverse osmosis system; the wastewater treated by the ultrafiltration system enters a reverse osmosis system; pure water obtained by the reverse osmosis system reaches the circulating water quality standard, enters a reuse water pool, is reused in the production system, and the obtained high-salt-content wastewater enters an oxidation system;
it should be noted that, under the operating pressure higher than the osmotic pressure of the wastewater, water molecules can pass through the RO semipermeable membrane in a reverse osmosis manner to produce pure water, and a large amount of inorganic ions, organic matters, colloids, microorganisms, pyrogens and the like in the wastewater are intercepted by the RO membrane, and after passing through the reverse osmosis system, the salt content, the organic matters and the like in the wastewater are greatly improved, and the water quantity is greatly reduced;
s6, degrading COD in the high-salt-content wastewater into inorganic micromolecules by using an oxidation system, and enabling the high-salt-content wastewater to enter a membrane combination system; the method comprises the following steps that firstly, the high-salinity wastewater passes through an ultrafiltration membrane in a membrane combination system to further reduce the SS content in the wastewater, and then the wastewater enters a nanofiltration membrane to effectively separate inorganic salts with different valences to obtain sodium chloride saline wastewater and sodium sulfate saline wastewater, so that the salt produced by an evaporative crystallization system can meet the corresponding control index requirements; because the salt content of the separated sodium chloride salt-containing wastewater and sodium sulfate salt-containing wastewater is low, the sodium chloride salt-containing wastewater and the sodium sulfate salt-containing wastewater need to continuously enter a reverse osmosis membrane for concentration so as to improve the salt content in the wastewater, and the equipment investment of an evaporative crystallization system is reduced; pure water produced by the reverse osmosis membrane reaches 'circulating water quality standard', enters a reuse water pool and is reused in a production system, and qualified sodium chloride salt-containing wastewater and sodium sulfate salt-containing wastewater respectively enter a sodium chloride production water tank and a sodium sulfate production water tank for storage, so as to be used for producing qualified industrial salt by a subsequent evaporative crystallization system;
s7, allowing the sodium chloride salt-containing wastewater and the sodium sulfate salt-containing wastewater to enter a sodium chloride evaporative crystallization system and a sodium sulfate evaporative crystallization system respectively through a lift pump; condensed water generated by evaporative crystallization in the sodium chloride evaporative crystallization system and the sodium sulfate evaporative crystallization system enters a reuse water tank to be utilized by the production system, the obtained solid-liquid mixture is subjected to solid-liquid separation, the liquid is continuously subjected to evaporative crystallization, and the solid is sent to a drying bed to be dried to obtain qualified sodium chloride and sodium sulfate products.
By the method, complete recycling of salt and wastewater (NaC) is realizedThe quality requirement of l reaches the second grade of industrial dry salt refined from industrial salt (GB/T5462-2015). Na (Na)2SO4The crystallized salt is required to reach the standard of first-class products of industrial anhydrous sodium sulfate (GB/T6009-2014) II, and all produced water reaches the water quality index of circulating cooling water.
Further, the specific process of step S2 is:
adding a medicament into the pretreatment reaction tank through a medicament adding device, uniformly mixing the wastewater and the medicament (specifically, determining the type and the addition amount of the medicament according to the conditions of water quantity and water quality, such as PAC (polyaluminium chloride), PAM (polyacrylamide), magnesia (magnesia) and the like), and then feeding the mixture into a high-efficiency clarification tank from the bottom of the pretreatment reaction tank;
impurities such as SS, hardness, organic matter in the waste water effectively separate at high-efficient depositing reservoir and waste water, and the impurity of separating is discharged to the mud system from high-efficient depositing reservoir bottom, and waste water overflows to the clean water basin from high-efficient depositing reservoir top to get into many medium filtration system through the clean water basin, thereby make impurity such as SS, hardness, organic matter in the waste water obtain reducing by a wide margin, ensure that the play water satisfies follow-up production system needs.
Further, in step S3, the waste water enters from the top of the multimedia filter, passes through the filtering material in the multimedia filter, and then is discharged from the bottom of the multimedia filter.
Further, in step S6, the high salt-containing wastewater obtained by the reverse osmosis system enters the ozone reactor through the lift pump, COD reacts with ozone in the ozone reactor, COD in the wastewater is reduced to about 300 and 400mg/l, at this time, the wastewater overflows to the electrolytic cell through the overflow port, COD in the wastewater is further degraded under the action of the dc electric field, and finally COD in the wastewater is reduced to below 200mg/l, so that most of COD in the wastewater is degraded into inorganic small molecules and removed. Through the process, the organic matters in the wastewater can be reduced to below 200mg/l from the original 500-700mg/l, and the process is a green, environment-friendly and zero-pollution COD degradation treatment process.
Further, sludge generated in the pretreatment system and the oxidation system is discharged to the sludge system.
Various corresponding changes and modifications can be made by those skilled in the art according to the above technical solutions and concepts, and all such changes and modifications should be included in the protection scope of the present invention.

Claims (7)

1. A high-salt-content and high-organic-matter wastewater treatment system is characterized by comprising a regulating pond system, a pretreatment system, a multi-medium filtering system, a water softening system, an ultrafiltration system, a reverse osmosis system, an oxidation system, a membrane combination system, a reuse pond and an evaporative crystallization system; the regulating pond system, the pretreatment system, the multi-medium filtering system, the water softening system, the ultrafiltration system and the reverse osmosis system are communicated in sequence; a pure water outlet of the reverse osmosis system is communicated with the reuse water pool, and a waste water outlet of the reverse osmosis system is communicated with the oxidation system; the oxidation system is communicated with the membrane combination system; the membrane combination system comprises an ultrafiltration membrane, a nanofiltration membrane and a reverse osmosis membrane, the ultrafiltration membrane, the nanofiltration membrane and the reverse osmosis membrane are sequentially arranged along the direction of water flow, a pure water outlet of the reverse osmosis membrane is communicated with the reuse water pool, and a waste water outlet of the reverse osmosis membrane is communicated with the evaporative crystallization system; and a condensed water outlet of the evaporative crystallization system is communicated with the reuse water pool.
2. The high-salinity high-organic-matter wastewater treatment system according to claim 1, further comprising a sludge system, wherein the sludge discharge ports of the pretreatment system and the oxidation system are both communicated with the sludge system.
3. The high-salinity high-organic-matter wastewater treatment system according to claim 1 or 2, wherein the pretreatment system comprises a pretreatment reaction tank, an efficient clarifier, a clean water tank and a dosing device; the pretreatment reaction tank is communicated with a wastewater outlet of the regulating pond system, and the dosing device is used for adding a medicament into the pretreatment reaction tank; the outlet of the pretreatment reaction tank is communicated with the inlet of the high-efficiency clarification tank; the top outlet of the high-efficiency clarification tank is communicated with the clean water tank, and the bottom outlet of the high-efficiency clarification tank is communicated with a sludge system; the clean water tank is communicated with the multi-medium filtering system.
4. The high salinity, high organic matter wastewater treatment system of claim 1, wherein the multi-media filtration system has a top inlet in communication with the pretreatment system and a bottom outlet in communication with the water softening system.
5. The high salinity, high organic matter wastewater treatment system of claim 1, wherein the wastewater outlet of the reverse osmosis system is connected to a reverse osmosis product water tank, and the reverse osmosis product water tank is connected to the oxidation system.
6. The high-salinity high-organic-matter wastewater treatment system according to claim 1, wherein the oxidation system comprises an ozone generator, an ozone reactor, an electrolytic cell and a tail gas absorption device, the ozone generator is communicated with the ozone reactor, a tail gas outlet of the electrolytic cell is communicated with the tail gas absorption device, and a wastewater outlet of the ozone reactor is communicated with a wastewater inlet of the electrolytic cell; and a wastewater inlet of the ozone reactor is communicated with a wastewater outlet of the reverse osmosis system.
7. The high-salinity and high-organic-matter wastewater treatment system according to claim 1, wherein the evaporative crystallization system comprises a sodium chloride evaporative crystallization system and a sodium sulfate evaporative crystallization system, the salt-containing wastewater outlet of the reverse osmosis membrane comprises a sodium chloride salt-containing wastewater outlet and a sodium sulfate salt-containing wastewater outlet, the sodium chloride salt-containing wastewater outlet is communicated with the sodium chloride evaporative crystallization system, and the sodium sulfate salt-containing wastewater outlet is communicated with the sodium sulfate evaporative crystallization system; and condensed water outlets of the sodium chloride evaporative crystallization system and the sodium sulfate evaporative crystallization system are both communicated with a reuse water pool.
CN201921934363.7U 2019-11-11 2019-11-11 High-salt and high-organic-matter wastewater treatment system Active CN210915681U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921934363.7U CN210915681U (en) 2019-11-11 2019-11-11 High-salt and high-organic-matter wastewater treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921934363.7U CN210915681U (en) 2019-11-11 2019-11-11 High-salt and high-organic-matter wastewater treatment system

Publications (1)

Publication Number Publication Date
CN210915681U true CN210915681U (en) 2020-07-03

Family

ID=71362989

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921934363.7U Active CN210915681U (en) 2019-11-11 2019-11-11 High-salt and high-organic-matter wastewater treatment system

Country Status (1)

Country Link
CN (1) CN210915681U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110683691A (en) * 2019-11-11 2020-01-14 云南科力新材料股份有限公司 High-salt-content and high-organic-matter wastewater treatment system and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110683691A (en) * 2019-11-11 2020-01-14 云南科力新材料股份有限公司 High-salt-content and high-organic-matter wastewater treatment system and method

Similar Documents

Publication Publication Date Title
CN108249646B (en) Power plant desulfurization wastewater zero-emission treatment process and device capable of recycling resources
CN104276709B (en) Special equipment of coal chemical industry concentrated brine zero discharge technique
CN105439395A (en) Zero-discharge treatment method of salt-containing organic wastewater
CN107055713A (en) One kind is based on the selectively electrodialytic high rigidity brackish water method for concentration of univalent cation
CN111825259A (en) Steel wastewater membrane concentration salt separation zero-discharge treatment method
CN111170517A (en) Treatment process and treatment system for desulfurization wastewater
CN110451707A (en) A kind of waste water of mine Zero discharge treatment method
CN107758941B (en) Green energy-saving desulfurization wastewater treatment system
CN111170516A (en) Treatment process and treatment system for desulfurization wastewater
CN112321020A (en) Efficient pretreatment system and method for circulating water sewage
CN111392984A (en) Advanced treatment system and method for supplementing water by using urban reclaimed water as circulating water of power plant
CN110683691A (en) High-salt-content and high-organic-matter wastewater treatment system and method
CN210915681U (en) High-salt and high-organic-matter wastewater treatment system
CN211111522U (en) Aquaculture water treatment facilities
CN104591481A (en) Composite reverse osmosis water treatment technology
CN111233208A (en) Desulfurization waste water resource recovery system
CN217677157U (en) Circulating cooling water zero-pollution discharge treatment system
CN106430771B (en) salt separation system and salt separation method
CN215559437U (en) Wastewater treatment system
CN109205944A (en) A kind of pharmacy waste water divides salt processing method
CN115818880A (en) Method for treating high-salt high-organic matter high-hardness wastewater
CN213771708U (en) Novel membrane treatment system for wastewater hardness removal
CN211896410U (en) Desulfurization waste water resource recovery system
CN114772822A (en) Circulating cooling water zero-pollution discharge treatment system and method
CN103553257A (en) Circular treatment process and circular treatment system for rare-earth wastewater

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: No. 86, Yuantong North Road, Wuhua District, Kunming, Yunnan 650021

Patentee after: Yunnan Keli environmental protection Co.,Ltd.

Address before: 650031 No. 86 Yuantong North Road, Wuhua District, Yunnan, Kunming

Patentee before: YUNNAN KEENLY NEW MATERIAL Co.,Ltd.