CN100509644C - Treatment method of calcium carbide waste water - Google Patents

Treatment method of calcium carbide waste water Download PDF

Info

Publication number
CN100509644C
CN100509644C CNB2006100511981A CN200610051198A CN100509644C CN 100509644 C CN100509644 C CN 100509644C CN B2006100511981 A CNB2006100511981 A CN B2006100511981A CN 200610051198 A CN200610051198 A CN 200610051198A CN 100509644 C CN100509644 C CN 100509644C
Authority
CN
China
Prior art keywords
calcium carbide
standard
wastewater treatment
water outlet
waste 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.)
Expired - Fee Related
Application number
CNB2006100511981A
Other languages
Chinese (zh)
Other versions
CN1911826A (en
Inventor
杨昌力
潘家兴
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.)
GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd
Original Assignee
GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING 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 GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd filed Critical GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd
Priority to CNB2006100511981A priority Critical patent/CN100509644C/en
Publication of CN1911826A publication Critical patent/CN1911826A/en
Application granted granted Critical
Publication of CN100509644C publication Critical patent/CN100509644C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Removal Of Specific Substances (AREA)

Abstract

The process of treating calcium carbide waste water from generating acetylene with calcium carbide includes the following steps: the reaction between waste water and added ferrous sulfate in the reaction tank, pumping to the pipeline mixer, mixing with added flocculant in the pipeline mixer, treating in the waste water treating apparatus, adding 5% concentration dilute sulfuric acid solution to regulate pH value in the monitoring pond, adsorbing with added active carbon in the active carbon device and exhausting the effluent reaching the draining standard. The said process can eliminate COD, SS and sulfide from calcium carbide waste water effectively.

Description

A kind of method of calcium carbide wastewater treatment
Technical field: the present invention relates to the processing of calcium carbide waste water, the particularly a kind of method that can remove a kind of calcium carbide wastewater treatment of COD, SS and sulfide in the higher calcium carbide waste water.
Background technology: the calcium carbide wastewater treatment is preliminary sedimentation tank ten sour ten aerations, ten lime, ten second ponds, ten flocculation reactions 13 heavy ponds ten to be set filter ten charcoal absorptions, ten monitoring ponds in the prior art.Its shortcoming has; The first, add the hydrogen sulfide that sour aeration diffuses out and cause the secondary pollution stench, and absorb the complex process of handling hydrogen sulfide, the cost height; The second, the COD clearance only is 50~60%, and handling with charcoal absorption can be up to standard, saturated but gac is easy to; The 3rd, complex treatment process is difficult to operation control, and power consumption is high, one-time investment cost height.
Summary of the invention: the object of the present invention is to provide a kind of method of calcium carbide wastewater treatment, utilizing this method to handle calcium carbide waste water, to reach investment little, instant effect, stable effluent quality, is convenient to management and operation, can realize the purpose of automatization control.
Formation of the present invention: calcium carbide clear liquid waste water is introduced into reactive tank 1, add the copperas solution reaction, enter pump again and suck tank 2, enter line mixer 3 by in-line pump, in line mixer 3, add flocculation agent and carry out thorough mixing, enter calcium carbide wastewater treatment equipment 4, water outlet enters monitoring pond 5, the dilute sulphuric acid that adds concentration 5% in monitoring pond 5 is regulated PH, water outlet reaches the first discharge standard of " integrated wastewater discharge standard " GB8978-1996 of country, and not up to standard discharges to gac device 6 adsorption treatment back up to standard; Concentrate through flocculation reaction, suspension clarification, tube settling, filtration and mud in calcium carbide wastewater treatment equipment 4, water outlet enters monitoring pond 5.
In monitoring pond 5, PH, COD on-line monitoring instrument are set, dilute sulphuric acid adding monitoring neutralizes in the pond, control by PH on-line monitoring instrument, and pH value is controlled between 6~9, standard discharge, if water outlet COD slightly exceeds standard, calcium carbide wastewater treatment equipment 4 flowing water Valves automatically switch to gac device 6 adsorption treatment, guarantee the water outlet qualified discharge.
The amount that adds the copperas solution in the reactive tank 1 is to control with the pH value that is arranged on the PH on-line monitoring instrument in the reactive tank 1, and pH value is controlled between the 9-10.
Compared with the prior art, the present invention has the following advantages: the first, and the sulfide in the calcium carbide waste water is controlled by the pH value of PH on-line monitoring instrument if any bigger variation, adjust the dosage of copperas solution in good time automatically, keep pH value and get final product between being controlled at 9~10; The second, non-secondary pollution hydrogen sulfide produces; The 3rd, a whole set of treatment process can realize automatic control, is easy to management maintenance, and cost of investment is about 1/2 of existing treatment process; The 4th, calcium carbide wastewater treatment equipment processing efficiency height can guarantee the continuity and the stability of water outlet.
Description of drawings; Accompanying drawing 1 is a process flow sheet of the present invention.
1. reactive tanks among the figure, 2. pump sucks tank, 3. line mixer, 4. calcium carbide wastewater treatment equipment, 5. monitoring pond, 6. gac device.
Embodiment: shown in process flow sheet, calcium carbide waste water under the ordinary production situation is from carbide slag field waste line, be introduced into reactive tank 1, add the copperas solution reaction, suck tank 2 through entering pump behind the reactive tank, enter line mixer 3 by in-line pump, in line mixer 3, add anionic polyacrylamide and carry out thorough mixing, enter calcium carbide wastewater treatment equipment 4, therein through flocculation reaction, clarification suspends, tube settling, foam filter pearl is filtered and mud concentrates, water outlet enters monitoring pond 5, and in the monitoring pond PH is set, COD on-line monitoring instrument; The dilute sulphuric acid that adds concentration 5% in the monitoring pond is regulated PH, the add-on of dilute sulphuric acid is by the PH on-line monitoring instrument control that is arranged in the monitoring pond, standard discharge or COD exceed standard, and automatically switch to gac device 6 by calcium carbide wastewater treatment equipment 4 flowing water Valves and further handle the back qualified discharge; The FeS black mud that produces enters the collection mud sump, handles by press filtration and fixed point landfill.
Reaction equation:
FeSO 4+S 2-=FeS↓+SO 4 2-Ca 2++SO 4 2-=CaSO 4↓OH -+H +=H 2O
It is constant to add ferrous sulfate reagent requirement compound concentration, whether capacity is to control with the pH value that is arranged on the PH on-line monitoring instrument in the reactive tank 1, and pH value is controlled between the 9-10, because of pH value in this scope belongs to an order of magnitude, can guarantee to add the stability and the continuity of the amount of ferrous sulfate reagent, by follow-up flocculation reaction, sludge settling, after filtration and mud concentrate, the COD of water outlet and sulfide qualified discharge, in monitoring pond 5, add the sulfuric acid neutralization, guarantee that pH value is controlled at 6~9 scope, finally guard the pond water outlet and reach " integrated wastewater discharge standard " GB8978-1996 of country first discharge standard.
Operating check and precaution:
1. the judgement of medicine usage quantity is determined: add FeSO 4Behind the solution control reactive tank 1 in pH value between 9~10.
Take a sample once at monitoring pond 5 import sampling spots every half an hour, observe effluent quality, to adjust FeSO 4Solution and flocculant solution dosage guarantee effluent quality.
A. with beaker sampling, leave standstill clarification after, FeSO takes a morsel 4Solution splashes into supernatant liquor, if no black FeS produces, then shows FeSO 4Solution capacity or excessive, suitably trace is turned FeSO down 4The solution dosage is to be adjusted to optimal coagulant dose gradually.
B. with beaker sampling, leave standstill clarification after, FeSO takes a morsel 4Solution splashes into supernatant liquor, if there is black FeS to produce, then shows FeSO 4The solution deficiency is transferred big FeSO immediately 4The solution dosage is to be adjusted to optimal coagulant dose gradually.
C. with the beaker sampling, when the observation alumen ustum was very big, suitably trace reduced flocculant dosage.
D. with beaker sampling, it is very little or when not having alumen ustum to observe alumen ustum, increases flocculant dosage immediately.
E. optimal coagulant dose is observed by water intaking does not just have black FeS generation, and the alumen ustum size is about 2~3mm, and 10 minutes sludge settling ratio is 30~40%.
2. precaution in service:
A. change in time adjustment operating parameter and medicine dosage along with handling load variations or composition (COD, sulfide and suspended substance etc.).
B. per tour detects once former water suspension, sulfide and COD, and notes down.
C. detect water suspension when being higher than 70mg/L, analyze reason, take following countermeasure:, should increase the flocculation agent dosage if suspended substance is too high; Spoil disposal in time, and shortening sludge discharging period.
The operation effluent quality is more stable continuously from July 18,13 days to 2006 July in 2006 in the present invention, and average effluent quality all reaches " integrated wastewater discharge standard " GB8979-1996 of country first discharge standard; The COD clearance is greater than more than 95%, and the S clearance is greater than more than 85%, S 2-Clearance is greater than more than 99.9%.
Inlet and outlet water water quality table
Project PH COD SS S 2-
Water inlet ≤13 ≤2000mg/L ≤200mg/L ≤800mg/L
Water outlet
6~9 ≤100mg/L ≤70mg/L ≤1.0mg/L

Claims (3)

1. the method for a calcium carbide wastewater treatment, it is characterized in that: calcium carbide clear liquid waste water is introduced into reactive tank (1), add the copperas solution reaction, enter pump again and suck tank (2), enter line mixer (3) by in-line pump, in line mixer (3), add flocculation agent and carry out thorough mixing, enter calcium carbide wastewater treatment equipment (4), water outlet enters monitoring pond (5), the dilute sulphuric acid that adds concentration 5% in monitoring pond (5) is regulated PH, water outlet reaches the first discharge standard of " integrated wastewater discharge standard " GB8978-1996 of country, and not up to standard discharges to gac device (6) adsorption treatment back up to standard; Concentrate through flocculation reaction, suspension clarification, tube settling, filtration and mud in calcium carbide wastewater treatment equipment (4), water outlet enters monitoring pond (5).
2. the method for a kind of calcium carbide wastewater treatment according to claim 1, it is characterized in that: in monitoring pond (5), PH, COD on-line monitoring instrument are set, dilute sulphuric acid adds neutralization and is controlled by PH on-line monitoring instrument, and pH value is controlled between 6~9, standard discharge, if water outlet COD slightly exceeds standard, calcium carbide wastewater treatment equipment (4) flowing water Valve automatically switches to gac device (6) adsorption treatment, guarantees the water outlet qualified discharge.
3. the method for a kind of calcium carbide wastewater treatment according to claim 1, it is characterized in that: the copperas solution that adds in the reactive tank (1) is to control with the pH value that is arranged on the PH on-line monitoring instrument in the reactive tank (1), and pH value is controlled between the 9-10.
CNB2006100511981A 2006-08-25 2006-08-25 Treatment method of calcium carbide waste water Expired - Fee Related CN100509644C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2006100511981A CN100509644C (en) 2006-08-25 2006-08-25 Treatment method of calcium carbide waste water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2006100511981A CN100509644C (en) 2006-08-25 2006-08-25 Treatment method of calcium carbide waste water

Publications (2)

Publication Number Publication Date
CN1911826A CN1911826A (en) 2007-02-14
CN100509644C true CN100509644C (en) 2009-07-08

Family

ID=37720925

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2006100511981A Expired - Fee Related CN100509644C (en) 2006-08-25 2006-08-25 Treatment method of calcium carbide waste water

Country Status (1)

Country Link
CN (1) CN100509644C (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102295358A (en) * 2010-06-22 2011-12-28 天津滨海鼎昇环保科技工程有限公司 Hierarchical coagulation treatment process for carbide slag wastewater
CN103771418B (en) * 2012-10-19 2016-04-13 湖北楚星化工股份有限公司 A kind of method and device improving wastewater zero discharge in calcium carbide production
CN109650650A (en) * 2018-12-17 2019-04-19 北京航天环境工程有限公司 A kind of processing system and application of petrochemical industry sewage

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
电石渣浆水的循环利用. 王会昌等.中国氯碱,第4期. 2003
电石渣浆水的循环利用. 王会昌等.中国氯碱,第4期. 2003 *

Also Published As

Publication number Publication date
CN1911826A (en) 2007-02-14

Similar Documents

Publication Publication Date Title
CN105948414B (en) A kind of emulsifying liquid waste water processing system and its treatment process
CN105776775B (en) A kind of group technology of landfill leachate treatment
CN110422964A (en) A kind of chemical industrial park wastewater deep treatment process method
KR100906742B1 (en) Treatment method and the apparatus including ultasonic-electrolysis-precipitator and complexed upper filter isolator for domestic sewage or wasted water
CN104478171B (en) The process for reclaiming of a kind of municipal sewage and system
CN202089870U (en) Biological treatment device for hydroxyethyl cellulose industrial waste water
CN104370418A (en) Treatment method of chemical sewage
CN101219837B (en) Ozonation process and equipment for oil-containing alkali wastewater
CN111606511A (en) Treatment device and treatment method for electroplating nickel-containing wastewater
CN114772801A (en) System and method for treating beneficiation wastewater by ozone-hydrogen peroxide coupling jet aeration oxidation
CN208869459U (en) A kind of processing system of landfill leachate
CN214528434U (en) Non-concentrated liquid treatment equipment suitable for low-concentration landfill leachate
CN100509644C (en) Treatment method of calcium carbide waste water
CN106007167B (en) The processing method of the pickling waste waters containing incretion interferent
CN101717168A (en) Method for treating wastewater in glycol production
CN212741066U (en) Electroplating nickel-containing wastewater treatment device
CN105692972A (en) Industrial wastewater advanced treatment and cyclic utilization method
CN117023919A (en) Multistage treatment system and multistage treatment process for gas field produced water
CN207079100U (en) A kind of combined treatment process system of waste water containing various heavy
CN102390905A (en) Advanced treatment device and method of micropolluted organic sewage
CN109293176A (en) DMF low-pressure distillation recycling column overhead wastewater treatment method and system in film production
CN212504490U (en) Landfill leachate treatment device
CN109279723A (en) A kind of COD pollutant process method
CN208218511U (en) The processing unit of high-concentration sewage
CN109879379A (en) A kind of three-stage electricity Fenton reduces the system and method for waste water COD

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090708

Termination date: 20120825