CN103803686A - Sewage treatment method - Google Patents

Sewage treatment method Download PDF

Info

Publication number
CN103803686A
CN103803686A CN201310587683.0A CN201310587683A CN103803686A CN 103803686 A CN103803686 A CN 103803686A CN 201310587683 A CN201310587683 A CN 201310587683A CN 103803686 A CN103803686 A CN 103803686A
Authority
CN
China
Prior art keywords
sewage
treatment method
sewage treatment
minutes
water treatment
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.)
Pending
Application number
CN201310587683.0A
Other languages
Chinese (zh)
Inventor
陈洋
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.)
Dalian Chuangda Technology Trade Market Co Ltd
Original Assignee
Dalian Chuangda Technology Trade Market 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 Dalian Chuangda Technology Trade Market Co Ltd filed Critical Dalian Chuangda Technology Trade Market Co Ltd
Priority to CN201310587683.0A priority Critical patent/CN103803686A/en
Publication of CN103803686A publication Critical patent/CN103803686A/en
Pending legal-status Critical Current

Links

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention relates to a sewage treatment method, in particular relates to a sewage treatment method under the coordinative reaction of coal ash and bentonite, and belongs to the field of sewage treatment. The sewage treatment method comprises the following steps: crushing the coal ash and bentonite to be 600 to 700 meshes; transferring the crushed mixture into sewage to be treated; agitating for 2 to 3 hours; adding corn starch to the sewage to be treated; agitating for 5 to 8 minutes at a high speed; then adding sugar serving as a flocculant; and agitating for 10 minutes. The sewage treatment method is characterized in that the coal ash and the bentonite are used as the main raw materials for treating sewage, thus the sewage treatment cost is reduced; in addition, the coal ash has outstanding absorbing and flocculating performances, is relatively short in settling time and also produces less sludge, and thus the sewage treatment effect and efficiency are further improved; furthermore, the corn starch and the sugar added further improve the adsorbing and flocculating performances; no chemical preparations residues in the treated water.

Description

A kind of sewage water treatment method
 
Technical field
The present invention relates to a kind of sewage water treatment method, specifically relate to one and utilize flyash and the coefficient sewage treatment method of wilkinite, belong to sewage treatment area.
Background technology
Along with industrial development, the usage quantity of resource is also in continuous increase.Particularly water resources, only can directly be utilized by the mankind less than 1% fresh water or approximately 0.007% water on the earth.Thereby the recycling of saving water resource and water resources, becomes the angle that people pay close attention to.In water resources recycling, the sewage disposal most important thing, it not only can, with the recycling that realizes water resources, also can reduce the discharge of sewage simultaneously, reduces environmental pollution.
Summary of the invention
To achieve these goals, the object of the invention is the above-mentioned deficiency for prior art, provide a kind of settling velocity faster, the sewage water treatment method of noresidue.
To achieve these goals, the invention provides a kind of sewage water treatment method, its implementation process is: flyash and bentonite in powder are broken into 600 ~ 700 orders by first-selection, mixture after pulverizing is poured in treatment sewage, stir 2 ~ 3 hours, again W-Gum is poured in pending sewage, rapid stirring 5 ~ 8 minutes, pour again the sugar as flocculation agent into, stir 10 minutes, finally add edible salt, stir 8 ~ 10 minutes, sedimentation 20 ~ 30 minutes, add pH value conditioning agent, stir 5-10 minute, pH value is adjusted to 6.6-7.5, the water that regulates pH value is being precipitated and filtered.
Weight ratio 10000:5 ~ the 10000:6 of described flyash and bentonitic input amount and sewage.
Described flyash and bentonitic weight ratio are 1:1.
The weight ratio of described wilkinite and W-Gum is: 5:1.
Described wilkinite and sugared weight ratio are: 15:1.
The weight ratio of described wilkinite and edible salt is: 80:1.
Said sugar is one or more in white sugar, brown sugar or sucrose.
The invention has the beneficial effects as follows: it adopts flyash and wilkinite as the main raw material of disposing of sewage, reduce the cost of sewage disposal low, and the absorption of flyash and flocculation ability strong, the settling time is shorter, mud is less, progressive effect and the efficiency that sewage disposal is provided; And add W-Gum and sugar, absorption and flocculation ability are further provided, and in the water of processing meeting, can residual chemicals.
Embodiment
A kind of sewage water treatment method, its implementation process is: flyash and bentonite in powder are broken into 600 ~ 700 orders by first-selection, mixture after pulverizing is poured in treatment sewage, stir 2 ~ 3 hours, again W-Gum is poured in pending sewage, rapid stirring 5 ~ 8 minutes, pour again the sugar as flocculation agent into, stir 10 minutes, finally add edible salt, stir 8 ~ 10 minutes, sedimentation 20 ~ 30 minutes, adds pH value conditioning agent, stirs 5-10 minute, pH value is adjusted to 6.6-7.5, the water that regulates pH value is being precipitated and filtered.
Weight ratio 10000:5 ~ the 10000:6 of described flyash and bentonitic input amount and sewage.
Described flyash and bentonitic weight ratio are 1:1.
The weight ratio of described wilkinite and W-Gum is: 5:1.
Described wilkinite and sugared weight ratio are: 15:1.
The weight ratio of described wilkinite and edible salt is: 80:1.
Said sugar is one or more in white sugar, brown sugar or sucrose.

Claims (7)

1. a sewage water treatment method, its implementation process is: flyash and bentonite in powder are broken into 600 ~ 700 orders by first-selection, mixture after pulverizing is poured in treatment sewage, stir 2 ~ 3 hours, again W-Gum is poured in pending sewage, rapid stirring 5 ~ 8 minutes, pour again the sugar as flocculation agent into, stir 10 minutes, finally add edible salt, stir 8 ~ 10 minutes, sedimentation 20 ~ 30 minutes, adds pH value conditioning agent, stirs 5-10 minute, pH value is adjusted to 6.6-7.5, the water that regulates pH value is being precipitated and filtered.
2. a kind of sewage water treatment method according to claim 1, is characterized in that: the weight ratio 10000:5 ~ 10000:6 of described flyash and bentonitic input amount and sewage.
3. a kind of sewage water treatment method according to claim 1, is characterized in that: described flyash and bentonitic weight ratio are 1:1.
4. a kind of sewage water treatment method according to claim 1, is characterized in that: the weight ratio of described wilkinite and W-Gum is: 5:1.
5. a kind of sewage water treatment method according to claim 1, is characterized in that: described wilkinite and sugared weight ratio are: 15:1.
6. a kind of sewage water treatment method according to claim 1, is characterized in that: the weight ratio of described wilkinite and edible salt is: 80:1.
7. a kind of sewage water treatment method according to claim 1, is characterized in that: said sugar is one or more in white sugar, brown sugar or sucrose.
CN201310587683.0A 2013-11-21 2013-11-21 Sewage treatment method Pending CN103803686A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310587683.0A CN103803686A (en) 2013-11-21 2013-11-21 Sewage treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310587683.0A CN103803686A (en) 2013-11-21 2013-11-21 Sewage treatment method

Publications (1)

Publication Number Publication Date
CN103803686A true CN103803686A (en) 2014-05-21

Family

ID=50701137

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310587683.0A Pending CN103803686A (en) 2013-11-21 2013-11-21 Sewage treatment method

Country Status (1)

Country Link
CN (1) CN103803686A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104355377A (en) * 2014-10-21 2015-02-18 苏州富奇诺水治理设备有限公司 Sewage treatment agent and preparation method
CN106915805A (en) * 2017-03-28 2017-07-04 安徽中煦环保新材料科技有限公司 A kind of sanitary sewage disinfectant and preparation method thereof
WO2019095370A1 (en) * 2017-11-20 2019-05-23 江苏宏大环保科技有限公司 Method for treating sewage

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104355377A (en) * 2014-10-21 2015-02-18 苏州富奇诺水治理设备有限公司 Sewage treatment agent and preparation method
CN106915805A (en) * 2017-03-28 2017-07-04 安徽中煦环保新材料科技有限公司 A kind of sanitary sewage disinfectant and preparation method thereof
WO2019095370A1 (en) * 2017-11-20 2019-05-23 江苏宏大环保科技有限公司 Method for treating sewage

Similar Documents

Publication Publication Date Title
CN104016626B (en) Sludge curing agent and sludge curing process employing sludge curing agent
CN102153267A (en) Method for modifying and dewatering sludge
CN101786787A (en) Sludge dewatering integrated process
CN102001814B (en) Conditioning mehtod for sludge dehydration
CN102989427A (en) Enteromorpha absorbent and preparation technology thereof
CN103011464B (en) Treatment method of stibium-containing wastewater
CN103663579A (en) Industrial wastewater treating agent
CN101618936A (en) Method for improving dewatering performance of sludge
CN104326634A (en) Composite sludge treatment process
CN102515299A (en) Method for treating sewage by utilizing fly ash
CN104876312A (en) Sewage treatment agent prepared from fruit peels and preparation process thereof
CN103663580A (en) Preparation method of industrial wastewater treating agent
CN103803686A (en) Sewage treatment method
CN103641181A (en) Preparation method for sewage treating agent
CN103359907A (en) Novel environment friendly conditioner for deep dehydration of sludge
CN105858736B (en) A kind of compound sewage inorganic agent and preparation method thereof based on natural crystal and biogas residue
CN103910481B (en) A kind of Novel curing agent that utilizes solidifies the method disposing rubbish percolation liquid membrane concentrated solution mud
CN104478055A (en) Sewage treatment complexing agent as well as preparation method and application method thereof
CN100564293C (en) Strengthen the method for removing phosphorus in the anaerobically digested sludge liquid phase
CN106995220A (en) A kind of composition of efficient water treatment agent and preparation method thereof and application method
CN102992459A (en) Method for treating wastewater by using flocculant
CN206428098U (en) A kind of desulfurization sludge deep dehydration and heavy metals immobilization cooperate with processing unit
CN103723854B (en) Method for intensive recovery of phosphorus in phosphorus-rich wastewater through applying polyacrylamide
CN102351296A (en) Sewage treatment agent, preparation method thereof and method for processing sewage
CN103663607A (en) Industrial wastewater treatment method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20140521

WD01 Invention patent application deemed withdrawn after publication