CN104710082A - Movable restaurant waste water treatment system - Google Patents

Movable restaurant waste water treatment system Download PDF

Info

Publication number
CN104710082A
CN104710082A CN201510119864.XA CN201510119864A CN104710082A CN 104710082 A CN104710082 A CN 104710082A CN 201510119864 A CN201510119864 A CN 201510119864A CN 104710082 A CN104710082 A CN 104710082A
Authority
CN
China
Prior art keywords
water
parts
waste water
ammonium chloride
grades
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.)
Granted
Application number
CN201510119864.XA
Other languages
Chinese (zh)
Other versions
CN104710082B (en
Inventor
张永利
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.)
Hanshan Normal University
Original Assignee
Hanshan Normal University
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 Hanshan Normal University filed Critical Hanshan Normal University
Priority to CN201510119864.XA priority Critical patent/CN104710082B/en
Publication of CN104710082A publication Critical patent/CN104710082A/en
Application granted granted Critical
Publication of CN104710082B publication Critical patent/CN104710082B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention discloses a movable restaurant waste water treatment system. The movable restaurant waste water treatment system comprises a movable platform 1, a three-stage waste water treatment module 2, and a controller. The system is flexible in movement, and very suitable for waste water treatment of a dispersed waste water source with low discharge capacity. The system adopts a dedicated efficient coagulant; the advantages of an inorganic coagulant and an organic coagulant are integrated, under the situation that the dosage is similar, the coagulation effect is better than that of the conventional coagulants such as PAS, PDMDAAC, PAC, PAM and polymeric aluminum chloride, the COD removal rate is increased by 29.9-14.6%, and the chroma removing rate is increased by 50.8-70%.

Description

A kind of removable food and drink Waste Water Treatment
Technical field
The present invention relates to a kind of removable food and drink Waste Water Treatment.
Background technology
Along with the raising of the living condition of people, changing food waste more and more causes very large harm to our living environment, and the Pollutant levels in changing food waste high-concentration waste water are higher, and mainly organism, grease in waste water, protein content are higher, coliform content severe overweight.Changing food waste is after pre-treatment, anaerobic treatment, and in its waste water, concentration of suspension is higher, and COD is up to 20000 ~ 30000mg/L, BOD at 5000 ~ 10000mg/L, and waste strength is high, and intractability is large.
Sewage treatment process is divided into coagulation, second-stage treatment and tertiary treatment.For food and drink waste water, coagulation is generally adopt solid-liquid separation technique to remove suspended substance in sewage and floating matter; Second-stage treatment is main processes, and the general biologic treating technique that adopts removes the toxic substances such as Organic substance in water, generally adopts the technology such as membrane processing method, strong oxidizer to be evolved further by sewage.
Existing food and drink waste water process, process mainly through the fixed wastewater treatment equipment of pipeline transportation to waste water treatment plant, its action method is: the waste water produced at food and drink waste water water source introduces the wastewater treatment equipment of waste water treatment plant by pipeline, then carries out purifying treatment to waste water.The subject matter that this kind of mode exists is: be not suitable for dispersion, waste water water source that blowdown flow rate is little carries out wastewater treatment.
In addition, in food and drink waste water treating processes, coagulation is a very important link.It effectively can remove the solid pollutant in suspension in sewage, makes it sedimentation occurs.Food and drink waste water has suspended substance, fat content is high, and heavy metal ion is many, COD and BOD numerical value is large, water quality and water yield vary within wide limits, and nitrogen, phosphorus compound content are high, in some cases water temperature also comparatively high.The kind of coagulating agent is also varied, selects suitable coagulating agent to carry out process to sewage of different nature and can play certain specific aim and better coagulation effect.
Coagulating agent can promote that colloidal particle and other suspended particle are condensed into unformed coagulum and precipitate, and is chemical reagent necessary in a kind of sewage treatment process.The water quality of present sewage is complicated, and original single flocculation agent is difficult to the requirement meeting water treatment, and therefore compound coagulant has become the focal point of people, and compound coagulant not only remains original advantage, and also enhances coagulation performance due to synergistic effect.Based on the chemical constitution of compound coagulant, compound coagulant can be divided into inorganic-inorganic compound coagulant, inorganic-organic composite coagulant and organic-organic composite coagulating agent.With regard to concrete treatment effect, inorganic-organic hybrid high-molecular coagulant adopting is relatively good.Inorganic polymer coagulant is strong to the water treatment suitability of various complicated ingredient, and cost is low, but it is little to generate flco, and dosage is large, generates sludge quantity large.By contrast, organic polymer coargulator can be with the hydrophilic radicals such as-COO-,-NH-,-OH, can have a various structures such as chain, ring-type, be beneficial to pollutent and enter flco, have institute's expense few, form the advantages such as floc sedimentation is large, residual sludge easily processes, decolourising property is good.Both are combined the result of use that effect is better than single flocculation agent.
Summary of the invention
For solving above technical problem, the object of the present invention is to provide a kind of removable food and drink Waste Water Treatment, this system can be food and beverage enterprise provides packaged type wastewater treatment to serve, and efficiently can remove protein, fat and the suspended substance in food and drink waste water.
For achieving the above object, the invention provides a kind of removable food and drink Waste Water Treatment, this treatment system comprises:
Moveable platform, three grades of wastewater treatment module, controllers; Wherein, described moveable platform comprises control region and workspace; Described controller is installed on described control region; Described workspace is equipped with water intaking valve, outlet valve and wash water valve; Described three grades of wastewater treatment module are installed on the inside of described workspace, and the water-in of described three grades of wastewater treatment module is connected with described water intaking valve, and the water outlet of described three grades of wastewater treatment module is connected with described outlet valve; Described controller is used for controlling the working order of described three grades of wastewater treatment module.
Preferably, described mobile platform is removable vehicle, and described workspace is arranged in the counter of vehicle, and described control region is arranged on the wheel house of vehicle.
Preferably, described three grades of wastewater treatment module comprise coagulation module, for the suspended substance in sedimentation waste water.
Preferably, described coagulation module comprises coagulating agent and enters mouth.
Preferably, described coagulating agent is obtained by the component of following parts by weight:
Polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride 20 ~ 30 parts, 18 water closes 10 ~ 15 parts, ferric sulfate, 1 ~ 2.5 part, sodium carbonate, polyvinyl lactam 2 ~ 3 parts, 2 ~ 3 parts, potassium permanganate, polymerize aluminum chloride 1 ~ 3 part.
Preferably, described polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride adopts following steps preparation:
(1) polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride is prepared
Be placed in by magnesium sulfate in mixing kettle, it is the Adlerika of 40 ~ 50% that the allotment that adds water obtains content in its massfraction of magnesium oxide;
Stir at 70 DEG C the Adlerika obtained, drip massfraction is the Na of 15% simultaneously 2cO 3solution, controls its basicity to 50 ~ 55%, static 3 hours, obtains polyaluminum sulfate magnesium solution;
Polyaluminum sulfate magnesium solution is stirred at 65 DEG C, add the dimethyl diallyl ammonium chloride homopolymer that molecular weight is its content 25 ~ 35% of Poly Dimethyl Diallyl Ammonium Chloride massfraction meter of 30 ~ 400,000, make the content of polyaluminum sulfate magnesium solution in mixing solutions in the mass ratio of magnesium oxide and Poly Dimethyl Diallyl Ammonium Chloride for 20: 1 ~ 15: 1;
(2) coagulating agent is prepared
Prepare raw material: polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride 20 ~ 30 parts, 18 water closes 10 ~ 15 parts, ferric sulfate, 1 ~ 2.5 part, sodium carbonate, polyvinyl lactam 2 ~ 3 parts, 2 ~ 3 parts, potassium permanganate, polymerize aluminum chloride 1 ~ 3 part, puts into encloses container, adds water in cool place place and leaves standstill 24 ~ 48 hours;
Raw material after leaving standstill is put into heatable container, is slowly heated to 60 ~ 80 DEG C, fully stirs, raw material is fully mixed;
Mixed raw material is thick, cools 8 ~ 12 hours under normal temperature;
Again heat, fully stir under 80 ~ 100 DEG C of environment, make the water content of mixture be less than 5 parts; Be placed in encloses container and be cooled to initial set under normal temperature condition; Obtain purity higher than the mixture of 95%, deposit in shady and cool dry place.
Beneficial effect
(1) the invention provides a kind of removable food and drink Waste Water Treatment, there is mobile advantage flexibly, be highly suitable for dispersion, waste water water source that blowdown flow rate is little carries out wastewater treatment.
(2) the removable food and drink Waste Water Treatment of the present invention, have employed special coagulant, be integrated with the advantage of inorganic coagulant and organic coagulants, coagulation effect when dosage is close is all better than the coagulation effect of PAS, PDMDAAC, PAC, PAM, these conventional coagulating agent of polymerize aluminum chloride, and its COD clearance compares increase by 29.9% ~ 14.6%; Chroma removal rate compares increase by 50.8% ~ 70%.
Accompanying drawing explanation
Fig. 1 shows the structure iron of removable food and drink Waste Water Treatment provided by the invention.
Embodiment
See accompanying drawing 1, removable food and drink Waste Water Treatment of the present invention, comprises moveable platform 1, three grades of wastewater treatment module 2, controller (not shown).
Wherein, described moveable platform 1 comprises control region 3 and workspace 4.Described controller is installed on described control region 3.Described workspace 4 is equipped with water intaking valve, outlet valve and wash water valve.
Described three grades of wastewater treatment module 2 are installed on the inside of described workspace 4, and the water-in of described three grades of wastewater treatment module is connected with described water intaking valve, the water outlet of described three grades of wastewater treatment module and described outlet valve.Described controller is used for controlling the working order of described three grades of wastewater treatment module.
Described mobile platform 1 is removable vehicle, and described workspace is arranged in the counter of vehicle, and described control region is arranged on the wheel house of vehicle.
Preferably, described three grades of wastewater treatment module 2 comprise coagulation module (first step processing module), for the suspended substance in sedimentation waste water.
The second stage process of described three grades of wastewater treatment module adopts biologic treating technique to remove the toxic substances such as Organic substance in water.
The third stage process of described three grades of wastewater treatment module can adopt the technology such as membrane processing method and strong oxidizer to purify waste water further.
Described coagulation module comprises coagulating agent and enters mouth.
Described coagulating agent is obtained by the component of following parts by weight:
Polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride 20 ~ 30 parts, 18 water closes 10 ~ 15 parts, ferric sulfate, 1 ~ 2.5 part, sodium carbonate, polyvinyl lactam 2 ~ 3 parts, 2 ~ 3 parts, potassium permanganate, polymerize aluminum chloride 1 ~ 3 part.
Preferably, described polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride adopts following steps preparation:
(1) polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride is prepared
Be placed in by magnesium sulfate in mixing kettle, it is the Adlerika of 40 ~ 50% that the allotment that adds water obtains content in its massfraction of magnesium oxide;
Stir at 70 DEG C the Adlerika obtained, drip massfraction is the Na of 15% simultaneously 2cO 3solution, controls its basicity to 50 ~ 55%, static 3 hours, obtains polyaluminum sulfate magnesium solution;
Polyaluminum sulfate magnesium solution is stirred at 65 DEG C, add the dimethyl diallyl ammonium chloride homopolymer that molecular weight is its content 25 ~ 35% of Poly Dimethyl Diallyl Ammonium Chloride massfraction meter of 30 ~ 400,000, make the content of polyaluminum sulfate magnesium solution in mixing solutions in the mass ratio of magnesium oxide and Poly Dimethyl Diallyl Ammonium Chloride for 20: 1 ~ 15: 1;
(2) coagulating agent is prepared
Prepare raw material: polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride 20 ~ 30 parts, 18 water closes 10 ~ 15 parts, ferric sulfate, 1 ~ 2.5 part, sodium carbonate, polyvinyl lactam 2 ~ 3 parts, 2 ~ 3 parts, potassium permanganate, polymerize aluminum chloride 1 ~ 3 part, puts into encloses container, adds water in cool place place and leaves standstill 24 ~ 48 hours;
Raw material after leaving standstill is put into heatable container, is slowly heated to 60 ~ 80 DEG C, fully stirs, raw material is fully mixed;
Mixed raw material is thick, cools 8 ~ 12 hours under normal temperature;
Again heat, fully stir under 80 ~ 100 DEG C of environment, make the water content of mixture be less than 5 parts; Be placed in encloses container and be cooled to initial set under normal temperature condition; Obtain purity higher than the mixture of 95%, deposit in shady and cool dry place.
For understanding the coagulability of the coagulating agent in treatment system of the present invention, by it and polyaluminium sulfate (PAS), Poly Dimethyl Diallyl Ammonium Chloride (PDMDAAC), polymerize aluminum chloride (PAC) under similarity condition, the conventional coagulating agent such as polyacrylamide (PAM), iron trichloride contrast.Experimentation is as follows:
Add food and drink waste water that 250mL stirs in 1 ~ No. 6 beaker, 5mL coagulating agent of the present invention is added in No. 1 beaker, the Tai-Ace S 150 2g of synthesis is added in No. 2 beakers, polyacrylamide (PAM) 5mL (dosage is 1000mg/L) is added in No. 3 beakers, No. 4 add PDMDAAC0.62g (dosage is 1000mg/L), No. 5 add PAC2.5mL (dosage is 1000mg/L), No. 6 add polyferric chloride 2g, rapid stirring 1min simultaneously, low rate mixing 3min, then leaves standstill.Get supernatant liquor, test its COD and colourity the results are shown in Table 1.
COD after table 1 different coagulants coagulation and colourity change
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.

Claims (6)

1. a removable food and drink Waste Water Treatment, this treatment system comprises:
Moveable platform, three grades of wastewater treatment module, controllers; Wherein, described moveable platform comprises control region and workspace; Described controller is installed on described control region; Described workspace is equipped with water intaking valve, outlet valve and wash water valve; Described three grades of wastewater treatment module are installed on the inside of described workspace, and the water-in of described three grades of wastewater treatment module is connected with described water intaking valve, and the water outlet of described three grades of wastewater treatment module is connected with described outlet valve; Described controller is used for controlling the working order of described three grades of wastewater treatment module.
2. the system as claimed in claim 1, is characterized in that, described mobile platform is removable vehicle, and described workspace is arranged in the counter of vehicle, and described control region is arranged on the wheel house of vehicle.
3. system as claimed in claim 2, it is characterized in that, described three grades of wastewater treatment module comprise coagulation module, for the suspended substance in sedimentation waste water.
4. system as claimed in claim 3, it is characterized in that, described coagulation module comprises coagulating agent and enters mouth.
5. system as claimed in claim 4, it is characterized in that, described coagulating agent is obtained by the component of following parts by weight:
Polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride 20 ~ 30 parts, 18 water closes 10 ~ 15 parts, ferric sulfate, 1 ~ 2.5 part, sodium carbonate, polyvinyl lactam 2 ~ 3 parts, 2 ~ 3 parts, potassium permanganate, polymerize aluminum chloride 1 ~ 3 part.
6. the system as claimed in claim 1, is characterized in that, described polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride adopts following steps preparation:
(1) polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride is prepared
Be placed in by magnesium sulfate in mixing kettle, it is the Adlerika of 40 ~ 50% that the allotment that adds water obtains content in its massfraction of magnesium oxide;
Stir at 70 DEG C the Adlerika obtained, drip massfraction is the Na of 15% simultaneously 2cO 3solution, controls its basicity to 50 ~ 55%, static 3 hours, obtains polyaluminum sulfate magnesium solution;
Polyaluminum sulfate magnesium solution is stirred at 65 DEG C, add the dimethyl diallyl ammonium chloride homopolymer that molecular weight is its content 25 ~ 35% of Poly Dimethyl Diallyl Ammonium Chloride massfraction meter of 30 ~ 400,000, make the content of polyaluminum sulfate magnesium solution in mixing solutions in the mass ratio of magnesium oxide and Poly Dimethyl Diallyl Ammonium Chloride for 20: 1 ~ 15: 1;
(2) coagulating agent is prepared
Prepare raw material: polyaluminum sulfate magnesium-dimethyl diallyl ammonium chloride 20 ~ 30 parts, 18 water closes 10 ~ 15 parts, ferric sulfate, 1 ~ 2.5 part, sodium carbonate, polyvinyl lactam 2 ~ 3 parts, 2 ~ 3 parts, potassium permanganate, polymerize aluminum chloride 1 ~ 3 part, puts into encloses container, adds water in cool place place and leaves standstill 24 ~ 48 hours;
Raw material after leaving standstill is put into heatable container, is slowly heated to 60 ~ 80 DEG C, fully stirs, raw material is fully mixed;
Mixed raw material is thick, cools 8 ~ 12 hours under normal temperature;
Again heat, fully stir under 80 ~ 100 DEG C of environment, make the water content of mixture be less than 5 parts; Be placed in encloses container and be cooled to initial set under normal temperature condition; Obtain purity higher than the mixture of 95%, deposit in shady and cool dry place.
CN201510119864.XA 2015-03-19 2015-03-19 A kind of preparation method for may move the coagulant of food and drink Waste Water Treatment Expired - Fee Related CN104710082B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510119864.XA CN104710082B (en) 2015-03-19 2015-03-19 A kind of preparation method for may move the coagulant of food and drink Waste Water Treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510119864.XA CN104710082B (en) 2015-03-19 2015-03-19 A kind of preparation method for may move the coagulant of food and drink Waste Water Treatment

Publications (2)

Publication Number Publication Date
CN104710082A true CN104710082A (en) 2015-06-17
CN104710082B CN104710082B (en) 2017-05-31

Family

ID=53409885

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510119864.XA Expired - Fee Related CN104710082B (en) 2015-03-19 2015-03-19 A kind of preparation method for may move the coagulant of food and drink Waste Water Treatment

Country Status (1)

Country Link
CN (1) CN104710082B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010108858A (en) * 2000-05-31 2001-12-08 정홍섭 Mobile waste water treatment system and method therefor
CN201330215Y (en) * 2009-01-23 2009-10-21 北京基亚特环保工程有限公司 Vehicle mobile integral device
CN102745830A (en) * 2011-04-18 2012-10-24 中国科学院研究生院 Movable treatment assembly for water generated from coalbed gas
CN202519116U (en) * 2012-04-26 2012-11-07 北京瑞威润诚水处理技术有限公司 Mobile water treatment system
CN103159375A (en) * 2011-12-13 2013-06-19 周鼎力 Mobile vehicle special for oil-water separation of kitchen waste hogwash and waste water purifying treatment
CN203794743U (en) * 2014-03-17 2014-08-27 王俊华 Movable type river way sewage purifying device
CN104230037A (en) * 2013-06-13 2014-12-24 扬州绿都环境工程设备有限公司 Fracturing flowback liquid vehicular processing system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010108858A (en) * 2000-05-31 2001-12-08 정홍섭 Mobile waste water treatment system and method therefor
CN201330215Y (en) * 2009-01-23 2009-10-21 北京基亚特环保工程有限公司 Vehicle mobile integral device
CN102745830A (en) * 2011-04-18 2012-10-24 中国科学院研究生院 Movable treatment assembly for water generated from coalbed gas
CN103159375A (en) * 2011-12-13 2013-06-19 周鼎力 Mobile vehicle special for oil-water separation of kitchen waste hogwash and waste water purifying treatment
CN202519116U (en) * 2012-04-26 2012-11-07 北京瑞威润诚水处理技术有限公司 Mobile water treatment system
CN104230037A (en) * 2013-06-13 2014-12-24 扬州绿都环境工程设备有限公司 Fracturing flowback liquid vehicular processing system
CN203794743U (en) * 2014-03-17 2014-08-27 王俊华 Movable type river way sewage purifying device

Also Published As

Publication number Publication date
CN104710082B (en) 2017-05-31

Similar Documents

Publication Publication Date Title
Al-Mutairi et al. Coagulant selection and sludge conditioning in a slaughterhouse wastewater treatment plant
Braz et al. Combination of long term aerated storage and chemical coagulation/flocculation to winery wastewater treatment
CN102295359B (en) Treatment method for deep-well polysulfide slurry drilling waste water
KR101101760B1 (en) Wastewater treatment powder for removing t-p and prepareing method thereof
CN102690018A (en) Method for treating and recycling coal tar processing wastewater
CN109485231A (en) A kind of recycling processing method of excess sludge
CN104973675A (en) Wastewater purification treatment agent preparation method
CN104724803A (en) Method for preparing coagulant and application thereof
CN110316800A (en) A kind of method of preparation and use of the flocculant for Treatment of Coking Effluent
CN106396066B (en) Water purifying agent for treatment process of polymer-containing sewage pipeline mixer in offshore oilfield and application of water purifying agent
CN211999160U (en) Pretreatment equipment for advanced treatment and recycling of industrial wastewater
CN111018169B (en) Advanced treatment method for cyanogen-fluorine combined pollution wastewater
CN103964554A (en) Polymeric titanium sulfate-PDMDAAC (poly dimethyl diallyl ammonium chloride) composite coagulant as well as preparation and application methods thereof
CN104709989A (en) Wastewater treatment coagulant and preparation method thereof
CN111807552A (en) Method for treating inorganic phosphorus-containing wastewater
JP2004033897A (en) Flocculation method of excretion-containing wastewater, flocculation equipment therefor, composting system equipped therewith
CN104710082A (en) Movable restaurant waste water treatment system
CN105692831A (en) Efficient slag-based inorganic phosphorous removal flocculating agent and preparation method thereof
KR101088148B1 (en) Electrical neutralization of colloidal particles with speed control how water
JP2010075880A (en) Method for purification of arsenic-containing water to be treated
CN113788568A (en) Coking wastewater advanced treatment and coupling fluoride ion removal process
CN102557213B (en) High-zinc composite ferroaluminum denitrified coagulant and preparation process thereof
CN111039376A (en) Composite efficient phosphorus removal agent applied to sewage treatment field and preparation method thereof
CN105084509A (en) Purification treatment process for industrial waste liquid
CN105129938B (en) A kind of sewage-treating agent and its application

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170531

CF01 Termination of patent right due to non-payment of annual fee