Summary of the invention
What the present invention proposed is a kind of copper mine acid waste water process retrieving arrangement and method thereof, and its object is intended to utilize copper mine acid waste water treatment system, copper mine acid waste water advanced treatment system, copper mine acid waste water sludge treating system that copper mine acid waste water is carried out treatment for reuse. Before process, the main water quality of copper mine acid waste water is: pH:2��4, H2SO4(sulfuric acid): 400��2000mg/L, As(arsenic): 20��200mg/L, Cu(copper): 2��50mg/L, Pb(are plumbous): 2��50mg/L, Zn(zinc): 10��100mg/L, Fe(iron): 50��200mg/L, F(fluorochemical): 10��50mg/L, Cl-(muriate): 1000��4000mg/L, and the Ti(thallium of trace). Copper mine acid waste water meets the requirement (wherein As(arsenic) of " copper, nickel, cobalt emission of industrial pollutants standard " special emission limit of (GB25467-2010) table 3 water pollutant after copper mine acid waste water treatment system processes: 0.1mg/L, Cu(copper): 0.2mg/L, Pb(is plumbous): 0.2mg/L, Zn(zinc): 1.0mg/L, F(fluorochemical): 2mg/L), use water is prepared as the medicament of sewage works in process rear section, and all the other water outlets enter copper mine acid waste water advanced treatment system and carry out advanced treatment; And the water outlet after advanced treatment reaches the requirement of circulating cooling make-up water completely, its water-quality guideline be better than " Code for design of industrial recirculating cooling water treatment " (GB50050-2007) 6.1.3 Standard of reclaimed water (wherein pH:7.0��8.5, Cl-250mg/L, TDS 1000mg/L), by advanced treatment effluent reuse to circulating water system, reach elimination heavy metal contamination, the object simultaneously economized on water again.
The technical solution of the present invention: copper mine acid waste water process retrieving arrangement, its structure comprises copper mine acid waste water treatment system (1), copper mine acid waste water advanced treatment system (2), copper mine acid waste water sludge treating system (3); Wherein copper mine spent acidic water pipe A accesses the water-in of copper mine acid waste water treatment system (1), the water outlet F of copper mine acid waste water treatment system (1) receives the water-in of copper mine acid waste water advanced treatment system (2), the row mud G of copper mine acid waste water treatment system (1) receives the mud inlet of copper mine acid waste water sludge treating system (3), the filtrate backflow H of copper mine acid waste water sludge treating system (3) also receives the water-in of copper mine acid waste water treatment system (1), and copper mine acid waste water sludge treating system (3) is connected to mud cake outward transport B; The backwash backflow water E of copper mine acid waste water advanced treatment system (2) receives the backflow water import of copper mine acid waste water treatment system (1), copper mine acid waste water advanced treatment system (2) is connected to and reclaims water pipe C, the strong brine D of copper mine acid waste water advanced treatment system (2) and deliver to other copper mine sewerage disposing and reclaim Zero discharging system and be further processed.
Copper mine acid waste water process recovery method, comprises the steps:
(1) copper mine acid waste water process;
(2) copper mine acid waste water advanced treatment;
(3) copper mine acid waste water sludge treatment.
The advantage of the present invention:
1) design containing the feature of heavy metal contaminants for copper mine acid waste water;
2) the sectional-regulated pH of lime, oxygenant, flocculation agent is utilized, by heavy metal precipitation;
3) electricity flocculation is utilized to remove the heavy metal of residual further, guarantee process effect;
4) ultrafiltration, reverse osmosis membrane system desalination advanced treatment is utilized so that water outlet reaches the requirement of reuse water;
5) elimination heavy metal contamination is finally reached, again the object of recycle-water resource.
Embodiment
Comparison accompanying drawing 1, copper mine spent acidic water handling reclamation set, its structure comprises copper mine acid waste water treatment system (1), copper mine acid waste water advanced treatment system (2), copper mine acid waste water sludge treating system (3); Wherein copper mine spent acidic water pipe A receives the water-in of copper mine acid waste water treatment system (1), the water outlet F of copper mine acid waste water treatment system (1) receives the water-in of copper mine acid waste water advanced treatment system (2), the row mud G of copper mine acid waste water treatment system (1) receives the mud inlet of copper mine acid waste water sludge treating system (3), the filtrate backflow H of copper mine acid waste water sludge treating system (3) also receives the water-in of copper mine acid waste water treatment system (1), and copper mine acid waste water sludge treating system (3) is connected to mud cake outward transport B; The backwash backflow water E of copper mine acid waste water advanced treatment system (2) receives the backflow water import of copper mine acid waste water treatment system (1), copper mine acid waste water advanced treatment system (2) is connected to reuse water pipe C, and the strong brine D of copper mine acid waste water advanced treatment system (2) delivers to other copper mine sewerage disposing recover zero discharge system and is further processed.
Comparison accompanying drawing 2, copper mine acid waste water treatment system (1), its structure comprises copper mine acid waste water equalizing tank (1-01), pre-neutralization groove (1-02), one section of neutralizing well (1-03), stair oxidation reactive tank (1-04), one section of settling tank (1-05), two sections of neutralizing wells (1-06), two sections of settling tanks (1-07), secondary oxidation reactive tank (1-08), three sections of neutralizing wells (1-09), three sections of settling tanks (1-10), pH regulator groove (1-11), electricity flocculation apparatus (1-12), intermediate pool (1-13), flocculation tank (1-14), coagulative precipitation tank (1-15), 1# Lime-Injecting equipment (1-17), lime and FeSO4(ferrous sulfate) adding equipment (1-18), 1# pressurized air (1-19), 2# Lime-Injecting equipment (1-20), clorox adding equipment (1-21), 3# Lime-Injecting equipment (1-22), acid adding equipment (1-23), PAC/PAM/Na2CO3(coagulating agent/coagulant aids/sodium carbonate) adding equipment (1-24), equalizing tank lift pump (1-25), intermediate pool lift pump (1-26); Wherein the filtrate backflow H of copper mine acid waste water A and copper mine acid waste water sludge treating system receives the water-in of copper mine acid waste water equalizing tank (1-01), the water outlet of copper mine acid waste water equalizing tank (1-01) receives the water-in of pre-neutralization groove (1-02) by equalizing tank lift pump (1-25), the medicine outlet of 1# Lime-Injecting equipment (1-17) receives the feeding opening of pre-neutralization groove (1-02), the water outlet of pre-neutralization groove (1-02) receives the water-in of one section of neutralizing well (1-03), lime and FeSO4The medicine outlet of (ferrous sulfate) adding equipment (1-18) receives the feeding opening of one section of neutralizing well (1-03), the water outlet of one section of neutralizing well (1-03) receives the water-in of stair oxidation reactive tank (1-04), 1# pressurized air (1-19) receives the inlet mouth of stair oxidation reactive tank (1-04), the water outlet of stair oxidation reactive tank (1-04) receives the water-in of one section of settling tank (1-05), the water outlet of one section of settling tank (1-05) receives the water-in of two sections of neutralizing wells (1-06), the medicine outlet of 2# Lime-Injecting equipment (1-20) receives the feeding opening of two sections of neutralizing wells (1-06), the water outlet of two sections of neutralizing wells (1-06) receives the water-in of two sections of settling tanks (1-07), the water outlet of two sections of settling tanks (1-07) receives the water-in of secondary oxidation reactive tank (1-08), the medicine outlet of clorox adding equipment (1-21) receives the feeding opening of secondary oxidation reactive tank (1-08), the water outlet of secondary oxidation reactive tank (1-08) receives the water-in of three sections of neutralizing wells (1-09), the medicine outlet of 3# Lime-Injecting equipment (1-22) receives the feeding opening of three sections of neutralizing wells (1-09), the water outlet of three sections of neutralizing wells (1-09) receives the water-in of three sections of settling tanks (1-10), the water outlet of three sections of settling tanks (1-10) receives the water-in of pH regulator groove (1-11), the medicine outlet of acid adding equipment (1-23) receives the feeding opening of pH regulator groove (1-11), the water outlet of pH regulator groove (1-11) receives the water-in of electricity flocculation apparatus (1-12), the water outlet of electricity flocculation apparatus (1-12) receives the water-in of intermediate pool (1-13), the water outlet of intermediate pool (1-13) receives the water-in of flocculation tank (1-14) by intermediate pool lift pump (1-26), the backwash backflow water E of copper mine acid waste water advanced treatment system also receives the water-in of flocculation tank (1-14), PAC/PAM/Na2CO3The medicine outlet of (coagulating agent/coagulant aids/sodium carbonate) adding equipment (1-24) receives the feeding opening of flocculation tank (1-14), the water outlet of flocculation tank (1-14) receives the water-in of coagulative precipitation tank (1-15), and coagulative precipitation tank (1-15) is connected to the process water outlet F of copper mine acid waste water treatment system; The mud mouth of the mud mouth of one section of settling tank (1-05), the mud mouth of two sections of settling tanks (1-07), three sections of settling tanks (1-10), the mud mouth of electricity flocculation apparatus (1-12), the mud mouth of coagulative precipitation tank (1-15) all receive the row mud G of copper mine acid waste water treatment system.
Comparison accompanying drawing 2, copper mine acid waste water sludge treating system (3), its structure comprises Ji Nichi (3-01), sludge thickener (3-02), sludge filter press (3-03), PAM adding equipment (3-04), sludge lifting pump (3-05), mud pressurization spiral pump (3-06), wherein the row mud G of copper mine acid waste water treatment system receives the mud inlet of Ji Nichi (3-01), the mud mouth of Ji Nichi (3-01) receives the mud inlet of sludge thickener (3-02) by sludge lifting pump (3-05), the mud mouth of sludge thickener (3-02) receives the mud inlet of sludge filter press (3-03) by the mud spiral pump (3-06) that pressurizes, the medicine outlet of PAM adding equipment (3-04) also receives the mud inlet of sludge filter press (3-03), the supernatant liquor outlet of sludge thickener (3-02) and the filtrate outlet of sludge filter press (3-03) are connected to the filtrate backflow H of copper mine acid waste water sludge treating system, sludge filter press (3-03) is connected to mud cake outward transport B.
Comparison accompanying drawing 3, copper mine acid waste water advanced treatment system (2), its structure comprises the former pond of copper mine acid waste water advanced treatment (2-01), interchanger (2-02), more medium filter (2-03), self-cleaning filter (2-04), ultra-filtration equipment (2-05), is produced from pond (2-06) in ultrafiltration, security personnel's strainer (2-07), reverse osmosis unit (2-08), reverse osmosis produced pond (2-09), steam (2-10), PAC/ sterilant adding equipment (2-11), Scale inhibitors/reductive agent adding equipment (2-12), 2# pressurized air (2-13), acid/alkali/sterilant adding equipment (2-14), advanced treatment lift pump (2-15), more medium filter backwashing pump (2-16), roots blower (2-17), hyperfiltration reverse-rinsing pump (2-18), reverse osmosis force (forcing) pump (2-19), reverse osmosis high-pressure pump (2-20), reuse water pump (2-21), wherein the process water outlet F of copper mine acid waste water treatment system receives the water-in of the former pond of copper mine acid waste water advanced treatment (2-01), the water outlet in the former pond of copper mine acid waste water advanced treatment (2-01) receives the water-in of interchanger (2-02) and the backwash water import of more medium filter (2-03) by advanced treatment lift pump (2-15) and more medium filter backwashing pump (2-16) respectively, steam (2-10) receives the steam inlet of interchanger (2-02), the water outlet of interchanger (2-02) receives the water-in of more medium filter (2-03), the medicine outlet of PAC/ sterilant adding equipment (2-11) also receives the water-in of more medium filter (2-03), roots blower (2-17) go out the backwash blast inlet that more medium filter (2-03) is received in air port, the water outlet of more medium filter (2-03) receives the water-in of self-cleaning filter (2-04), the water outlet of self-cleaning filter (2-04) receives the water-in of ultra-filtration equipment (2-05), the backwash water outlet of more medium filter (2-03), the self-stip water outlet of self-cleaning filter (2-04), the backwash water outlet of ultra-filtration equipment (2-05) all receives the backwash backflow water E of copper mine acid waste water advanced treatment system, 2# pressurized air (2-13) receives the backwash inlet mouth of ultra-filtration equipment (2-05), the water outlet of ultra-filtration equipment (2-05) receives the water-in that is produced from pond (2-06) in ultrafiltration, the water outlet that is produced from pond (2-06) in ultrafiltration receives the backwash water-in of ultra-filtration equipment (2-05) and the water-in of security personnel's strainer (2-07) respectively by hyperfiltration reverse-rinsing pump (2-18) and reverse osmosis force (forcing) pump (2-19), the medicine outlet of acid/alkali/sterilant adding equipment (2-14) also receives the backwash water-in of ultra-filtration equipment (2-05), the medicine outlet of Scale inhibitors/reductive agent adding equipment (2-12) also receives the water-in of security personnel's strainer (2-07), the water outlet of security personnel's strainer (2-07) receives the water-in of reverse osmosis unit (2-08) by reverse osmosis high-pressure pump (2-20), the product water out of reverse osmosis unit (2-08) receives the water-in of reverse osmosis produced pond (2-09), the water outlet in reverse osmosis produced pond (2-09) is connected to reuse water C by reuse water pump (2-21), the dense water out of reverse osmosis unit (2-08) is connected to strong brine D.
Copper mine acid waste water process recovery method, comprises the steps:
(1) copper mine acid waste water process:
1. each stock acid waste water flows into acid waste water equalizing tank, the adjustment of water quality and quantity is carried out in equalizing tank, waste water after adjustment is by being pumped into acid waste water pre-neutralization groove, adding the neutralization that (concentration be 10%) milk of lime carries out pH value in acid waste water pre-neutralization groove to regulate, control pH is 3.8��4.2;
2. the water outlet of acid waste water pre-neutralization groove enters one section of neutralizing well, (concentration be 1%) milk of lime and ferrous sulfate is added in groove, control pH is 6.8��7.2, mixed solution flow to stair oxidation reactive tank, lead in groove and it is oxidized into air, be oxidized to pentavalent arsenic oxidation of ferrous iron to ferric iron, trivalent arsenic, then enter one section of settling tank precipitation, sludge from sedimentation tank enters Ji Nichi, and supernatant liquor enters two sections of neutralizing wells;
3. adding (concentration be 1%) milk of lime in two sections of neutralizing wells, control pH is 7.8��8.2, then enters two sections of settling tanks, and two sections of sludge from sedimentation tank enter Ji Nichi, and supernatant liquor enters secondary oxidation reactive tank;
4. adding clorox in secondary oxidation reactive tank to be oxidized, monovalence thallium is oxidized to trivalent thallium, carry out pneumatic blending simultaneously and prevent precipitation, water outlet enters three sections of neutralizing wells;
5. in three sections of neutralizing wells, add (concentration be 1%) milk of lime, control pH is 8.8��9.2, then enters three sections of settling tank precipitations, and trivalent thallium can generate the thallic hydroxide throw out being insoluble in water in the basic conditions, sludge from sedimentation tank enters Ji Nichi, and supernatant liquor enters pH regulator pond;
6. adding acid in pH regulator pond, readjustment pH is to neutral, and then waste water enters electricity flocculation apparatus, and under the electric field action of electricity flocculation system, metal ion forms Zn (OH) further2��Pb(OH)2Deng throw out, the oxyhydroxide of precipitated metal thing and a small amount of meta-arsenous acid calcium and iron (or aluminium) forms wadding body gel and sinks, thus reaches the object of co-precipitation, and calcium ions and magnesium ions concentration also reduces greatly simultaneously, solves the problem of purification system reuse water fouling;
7. the water outlet of electricity flocculation unit enters intermediate pool, is promoted to flocculation tank through pump, adds a small amount of Na in flocculation tank2CO3(10��70mg/L), PAC(20��80mg/L), PAM(0.5��4mg/L), through flocculation after sewage self-flowing enter coagulative precipitation tank;
8. in coagulative precipitation tank, making the precipitation of the flocs unit in sewage by gravity settling effect and remove, the precipitating sludge bottom coagulative precipitation tank enters Ji Nichi, and supernatant liquor then enters the former pond of advanced treatment.
(2) copper mine acid waste water advanced treatment:
Utilizing the former water lift pump of advanced treatment to pressurize successively by interchanger heating, more medium filter, self-cleaning filter, ultra-filtration filters, after filter, water enters ultrafiltration and produces water tank; Add PAC(10��50mg/L before more medium filter), NaClO(5��20mg/L), and regularly carry out air water backwash, ultrafiltration utilizes HCl, NaClO and air to carry out the online backwash in cycle; The backwash water of more medium filter, self-cleaning filter, ultrafiltration returns coagulation reaction tank reprocessing; Ultrafiltration is produced water and is entered reverse osmosis carry out desalting treatment through force (forcing) pump, security personnel's strainer, high-pressure pump, Scale inhibitors (2��4mg/L), reductive agent (1��5mg/L), non oxidizing bactericide (5��20mg/L) is added before security personnel's strainer, reverse osmosis produced Water circulation, reverse osmosis concentrated water goes strong brine zero discharge treatment system.
(3) copper mine acid waste water sludge treatment:
One section of sludge from sedimentation tank, two sections of sludge from sedimentation tank, three sections of sludge from sedimentation tank, electricity flocculation apparatus row's mud, coagulative precipitation tank row's mud enter Ji Nichi, and collection is provided with stirring in mud pond, and each several part mud mixes in the dirty pond of collection and prevents mud from hardening; Mud in collection mud pond promotes through pump, enter sludge thickener to concentrate, reduce the water ratio of mud, equalizing tank is removed in supernatant liquor overflow, mud after concentrated pressurizes through spiral pump and adds PAM(1��5mg/L), sending into plate-and-frame filter press and carry out mechanical dehydration, the mud cake outward transport after dehydration, filtrate is then flowed back to equalizing tank and is re-started process.
Described step (1) copper mine acid waste water is by copper mine acid waste water treatment system, and specifically copper mine acid waste water is successively by copper mine acid waste water equalizing tank T1, equalizing tank lift pump P1, pre-neutralization groove PN, one section of neutralizing well N1, stair oxidation reactive tank O1, one section of settling tank S1, two sections of neutralizing well N2, two sections of settling tank S2, secondary oxidation reactive tank O2, three sections of neutralizing well N3, three sections of settling tank S3, pH regulator groove PHD, electricity flocculation apparatus EF, intermediate pool T2, intermediate pool lift pump P2, flocculation tank R1, coagulative precipitation tank S4Until the process water outlet F of copper mine acid waste water treatment system; Wherein each stock acid waste water A(comprises the filtrate backflow H of copper mine acid waste water sludge treating system) at copper mine acid waste water equalizing tank T1Inside carry out the adjustment of water quality and quantity, and by equalizing tank lift pump P1Send into acid waste water pre-neutralization groove PN process; 1# Lime-Injecting equipment D is utilized in acid waste water pre-neutralization groove PN1Adding the neutralization that (concentration be 10%) milk of lime carries out pH value to regulate, control pH is 3.8��4.2; At one section of neutralizing well N1Utilize lime and FeSO4(ferrous sulfate) adding equipment D2Adding (concentration be 1%) milk of lime and ferrous sulfate, control pH is 6.8��7.2; At stair oxidation reactive tank O1Lead to into 1# pressurized air A1It is oxidized, it is oxidized to pentavalent arsenic oxidation of ferrous iron to ferric iron, trivalent arsenic, then enter one section of settling tank S1; At one section of settling tank S1Precipitate, one section of settling tank S1Row mud G enter Ji Nichi, supernatant liquor enters two sections of neutralizing well N2; At two sections of neutralizing well N2Utilize 2# Lime-Injecting equipment D3Adding (concentration be 1%) milk of lime, control pH is 7.8��8.2; At two sections of settling tank S2Precipitate, two sections of settling tank S2Row mud G enter Ji Nichi, supernatant liquor enters secondary oxidation reactive tank O2; At secondary oxidation reactive tank O2Utilizing clorox adding equipment OD to add clorox to be oxidized, monovalence thallium is oxidized to trivalent thallium, carry out pneumatic blending simultaneously and prevent precipitation, water outlet enters three sections of neutralizing well N3; At three sections of neutralizing well N3Utilize 3# Lime-Injecting equipment D4Adding (concentration be 1%) milk of lime, control pH is 8.8��9.2; At three sections of settling tank S3Precipitating, trivalent thallium can generate the thallic hydroxide throw out being insoluble in water in the basic conditions, three sections of settling tank S3Row mud G enter Ji Nichi, supernatant liquor enters pH regulator pond PHD; Acid adding equipment D is utilized at pH regulator pond PHD5Adding acid, readjustment pH is to neutral, and then waste water enters electricity flocculation apparatus EF; In electricity flocculation apparatus EF under the electric field action of electricity flocculation system, metal ion forms Zn (OH) further2��Pb(OH)2Deng throw out, the oxyhydroxide of precipitated metal thing and a small amount of meta-arsenous acid calcium and iron (or aluminium) forms wadding body gel and sinks, thus reaches the object of co-precipitation, and calcium ions and magnesium ions concentration also reduces greatly simultaneously, solves the problem of purification system reuse water fouling; The row mud G of electricity flocculation apparatus EF enters Ji Nichi, and the water outlet of electricity flocculation apparatus EF enters intermediate pool T2, it is promoted to flocculation tank R through pump1, at flocculation tank R1In utilize PAC/PAM/Na2CO3(coagulating agent/coagulant aids/sodium carbonate) adding equipment D6Add a small amount of Na2CO3, PAC, PAM, through flocculation after sewage self-flowing enter coagulative precipitation tank S4; The backwash backflow water E of copper mine acid waste water advanced treatment system also enters coagulative precipitation tank S4; At coagulative precipitation tank S4In, make the precipitation of the flocs unit in sewage by gravity settling effect and remove, coagulative precipitation tank S4The row mud G of bottom enters Ji Nichi, and the process water outlet F(that supernatant liquor is copper mine acid waste water treatment system enters the former pond of advanced treatment).
Described step (2) is by copper mine acid waste water advanced treatment system, and specifically the process water outlet F of copper mine acid waste water treatment system is connected in series through the former pond T of copper mine acid waste water advanced treatment successively3, advanced treatment lift pump P5, interchanger HE, more medium filter MMF, self-cleaning filter AF, ultra-filtration equipment UF, ultrafiltration produce pond T4, reverse osmosis force (forcing) pump P8, security personnel strainer SAF, reverse osmosis high-pressure pump P9, reverse osmosis unit RO, reverse osmosis produced pond T5, until reuse water pump P10Send reuse water C; Wherein the process water outlet F of copper mine acid waste water treatment system enters the former pond T of copper mine acid waste water advanced treatment3, by advanced treatment lift pump P5Pressurization is successively by interchanger HE heating, more medium filter MMF, self-cleaning filter AF, ultrafiltration UF multi-filtering, and after filter, water enters ultrafiltration and produces water tank T4; Utilize steam ZQ heat exchanging device HE to heat, before more medium filter MMF, utilize PAC/ sterilant adding equipment D8Add PAC, NaClO, and regularly utilize more medium filter backwashing pump P6With roots blower B1More medium filter MMF is carried out air water backwash; Ultrafiltration UF utilizes hyperfiltration reverse-rinsing pump P7, acid/alkali/sterilant adding equipment D9, 2# pressurized air A2Ultrafiltration UF is carried out the online backwash in the cycle of HCl, NaClO and air; The backwash water E of more medium filter MMF, self-cleaning filter AF, ultrafiltration UF returns coagulation reaction tank reprocessing; Pond T is produced in ultrafiltration4In ultrafiltration produce water by reverse osmosis force (forcing) pump P8Pressurize and filter through security personnel strainer SAF, and utilize Scale inhibitors/reductive agent adding equipment D before security personnel strainer SAF10Add Scale inhibitors, reductive agent, non oxidizing bactericide; Again through reverse osmosis high-pressure pump P9Entering reverse osmosis (RO) and carry out desalting treatment, reverse osmosis (RO) produces water by reverse osmosis produced pond T5, reuse water pump P10Sending reuse water C, the dense water of reverse osmosis (RO) is strong brine D and goes strong brine zero discharge treatment system.
Described step (3) by copper mine acid waste water sludge treating system, specifically one section of settling tank S of copper mine acid waste water treatment system WWT1, two sections of settling tank S2, three sections of settling tank S3, electricity flocculation apparatus EF, coagulative precipitation tank S4Row mud G successively be connected in series through collection mud pond SW, sludge lifting pump P3, sludge thickener SC, mud pressurization spiral pump P4, sludge filter press SD until output mud cake outward transport B; Wherein collecting in the SW of mud pond and be provided with stirring, each several part mud mixes in the dirty pond of collection and prevents mud from hardening; Mud in collection mud pond SW is through sludge lifting pump P3Promoting, enter sludge thickener SC and concentrate, reduce the water ratio of mud, the mud after concentrated is through mud pressurization spiral pump P4Pressurize and utilize PAM adding equipment D7Add PAM, send into sludge filter press SD and carry out mechanical dehydration, after dehydration, send mud cake outward transport B; The filtrate backflow H that the supernatant liquor of sludge thickener SC and the filtrate of sludge filter press SD converge into copper mine acid waste water sludge treating system then flows back to equalizing tank and re-starts process.
Embodiment
Certain Tong Ye company limited sewage treatment and recovery engineering (acid waste water and sulfuric acid district early-stage rainwater part) acid waste water treatment station.
1. design influent quality and the water yield
The sewage total amount of this project copper mine acid waste water presses 1000m3/ d(42m3/ h) design, the source of sewage mainly contains:
(1) water: 474m after dirty acid treatment3/ d, containing H2SO4: 0.51g/l, As:50mg/l, Cu:5mg/l, Pb:5mg/l, Zn:55mg/l, Fe:100mg/l, F:20mg/l, Cl:1500mg/l;
(2) ground, workshop wash-down water: 20m3/ d, pH=2;
(3) desulfurization (gypsum method) system draining: 133m3/ d;
(4) central laboratory: 5m3/ d, pH=4;
(5) melting is gathered dust wash-down water: 5m3/ d, pH=4;
(6) early-stage rainwater in sulfuric acid district and plant area's accident water.
The sulfuric acid district early-stage rainwater amount of first 15 minutes: 67m is collected in rainwater pond, sulfuric acid district3/ time, divide by pump after the collection of this part waste water and enter acid waste water treatment system in 7 days.
2. design effluent quality
After advanced treatment, reuse water is as circulating cooling make-up water, and its water-quality guideline meets " Code for design of industrial recirculating cooling water treatment " (GB50050-2007) 6.1.3 reuse water water quality requirement:
Reuse water water-quality guideline:
Sequence number |
Project |
Unit |
Water-quality control index |
1 |
pH(25��) |
|
7.0-8.5 |
2 |
Suspended substance |
mg/L |
��10 |
3 |
Turbidity |
mg/L |
��5 |
4 |
BOD5 |
mg/L |
��5 |
5 |
COD |
mg/L |
��30 |
6 |
Iron |
mg/L |
��0.5 |
7 |
Manganese |
mg/L |
��0.2 |
8 |
Cl- |
mg/L |
��250 |
9 |
Calcium hardness is (with CaCO3Meter) |
mg/L |
��250 |
10 |
Methyl orange alkalinity is (with CaCO3Meter) |
mg/L |
��200 |
11 |
NH3-N |
mg/L |
��5 |
12 |
Total phosphorus |
mg/L |
��1 |
13 |
Soluble solid |
mg/L |
��1000 |
14 |
Free chlorine |
mg/L |
End 0.1-0.2 |
15 |
Petroleum-type |
mg/L |
��5 |
16 |
Total plate count |
Individual/ml |
< 1000 |
3. the feature of copper mine acid waste water
The waste water that copper mine acid waste water mainly produces after biological dump leaching from copper mine, has following feature:
(1) copper mine acid waste water pH is between 2��4, containing various ion. In addition, also containing the organism such as suspended substance and mineral oil in these waste water.
(2) wastewater flow rate is big, and the time of flow is long.
(3) drainage point dispersion, water quality and water yield fluctuation are big.
4. waste water treatment process is selected
According to the principle of " rain dirt shunting, remove contamination shunting, dual treatment, multi-purpose water ", the waste water after process realizes gradient reuse, it is achieved the overall target of zero release. The acid waste water of this engineering plant area and the early-stage rainwater in sulfuric acid district enter the process of acid waste water treatment station in the lump, first " copper, nickel, cobalt emission of industrial pollutants standard " (GB25467-2010) table 3 standard and " Hunan Province's trade effluent thallium pollution thing emission standard " (DB43/968-2014) is met after process, use water is prepared as the medicament of sewage works in process rear section, after acid waste water advanced treatment, fully recovering, in circulating cooling make up water, is arranged outside again.
Owing to mainly containing acid in the acid waste water of this engineering, containing arsenic, containing heavy metal etc., the sewage treatment process of design is taking this three pollutant as mainly removing target, and remaining other pollutant load is less can be removed by the membrane technique of advanced treatment unit.
The waste water treatment process that this engineering is finally selected is:
(1) H in acid waste water2SO4Milk of lime is adopted to be neutralized;
(2) hydroxide precipitation method is selected in the removal of the heavy metal ion in acid waste water, by the pH value of feeding lime breast control waste water, adopts multistage neutralization, at OH-Effect under make heavy metal generate insolubles precipitation and remove;
(3) arsenic in waste water adopts the ferrous method of lime, by add ferrous salt and through aeration agitation, make its abundant hybrid reaction, and utilize the oxygen in air that the trivalent arsenic of part is oxidized to pentavalent arsenic, remove through precipitation;
(4) thallium in waste water adopts preoxidation coagulant sedimentation, is oxidized by adding clorox, monovalence thallium is oxidized to trivalent thallium, and trivalent thallium can generate the thallic hydroxide throw out being insoluble in water in the basic conditions, and then dosing coagulant precipitation is removed;
(5) water outlet after neutralization precipitation removes metal ion further through electricity workshop section of flocculating again, it is ensured that heavy metal process is up to standard, then removes the suspended substance in water further through flocculation sediment;
(6) advanced treatment carries out desalination reuse further by ultrafiltration and reverse osmosis membrane technology.
5. technical process
The process flow diagram FIGS 4 of copper mine spent acidic water handling reclamation set.
6. system main design parameters
�� civil engineering:
The comprehensive factory building of advanced treatment comprises: between equipment room (more medium filter, self-cleaning filter, ultrafiltration, reverse osmosis, CIP device), dosing, pump house, switchgear building, watch-keeping cubicle etc.
�� major equipment:
Sequence number |
Device name |
Specifications and models |
Material |
Unit |
Quantity |
1 |
Acid waste water equalizing tank |
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|
|
|
1.1 |
Acid waste water equalizing tank lift pump |
Anticorrosive anti-wear mortar pump, Q=50m3/ h, H=15m, N=7.5kW |
Steel lining ultra-high molecular mass polyethylene |
Platform |
2 |
1.2 |
Equalizing tank perforated pipe aerating regulation device |
Nonstandard, perforation tubular type, service area 54m2/ cover |
UPVC |
Cover |
1 |
2 |
Acid waste water pre-neutralization groove |
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|
|
|
2.1 |
Acid waste water pre-neutralization groove |
�� 2.4m �� 4.2m, V=19m3 |
Liner FRP is anticorrosion for carbon steel; |
Platform |
1 |
2.2 |
Mixing agitator |
Whipped form: spiral paddle is double-deck; N=1.5kW |
Stir shaft and blade steel lining glue |
Platform |
1 |
2.3 |
Milk of lime scale tank |
V=2.0m3 |
Carbon steel is anticorrosion |
Cover |
2 |
2.4 |
Milk of lime scale tank stirrer |
Rotating speed: 80��120r/min, N=0.55kW |
Axle, impeller SS304 |
Cover |
2 |
2.5 |
Lime milk metering pump |
Q=0.46m3/ h, P=0.6Mpa (spiral pump), N=0.37kW |
|
Platform |
2 |
3 |
One section of neutralizing well |
|
|
|
|
3.1 |
One section of neutralizing well |
�� 2.4m �� 4.2m, V=19m3 |
Liner FRP is anticorrosion for carbon steel |
Platform |
1 |
3.2 |
Mixing agitator |
Whipped form: spiral paddle is double-deck, N=1.5kW |
Stir shaft and blade steel lining glue |
Platform |
1 9 --> |
3.3 |
Milk of lime scale tank |
V=2.0m3 |
Carbon steel is anticorrosion |
Cover |
2 |
3.4 |
Milk of lime scale tank stirrer |
Rotating speed: 80��120r/min, N=0.55kW |
Axle, impeller SS304 |
Cover |
2 |
3.5 |
Lime milk metering pump |
Q=0.46m3/ h, P=0.6Mpa (spiral pump), N=0.37kW |
|
Platform |
2 |
3.6 |
FeSO4Molten medicine groove |
PT-2000L, V=2.0m3 |
PE |
Cover |
2 |
3.7 |
FeSO4Scale tank stirrer |
JBJ-700, N=0.55kW |
Axle, impeller SS304 |
Cover |
2 |
3.8 |
FeSO4Volume pump |
Q=90L/h, P=0.5MPa, N=0.25kW(variable frequency control) |
Pump head PVC |
Platform |
4 |
4 |
Stair oxidation reaction tank |
|
|
|
|
4.1 |
Perforated pipe aerating regulation device |
Nonstandard, perforation tubular type, service area 10.8m2/ cover |
UPVC |
Cover |
1 |
4.2 |
Effluent weir |
5400mm��400mm��2mm |
SS304 |
Part |
1 |
5 |
One section of settling tank |
|
|
|
|
5.1 |
Guide shell and reflector |
��0.60m��H 3.0m |
FRP |
Cover |
1 |
5.2 |
Effluent weir |
21600mm��400mm��2mm |
SS304 |
Cover |
1 |
5.3 |
Aisle plate and support platform |
L0.8m��B5.4m |
Carbon steel is anticorrosion |
Cover |
1 |
6 |
Two sections of neutralizing wells |
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|
|
|
6.1 |
Two sections of neutralizing wells |
�� 2.4m �� 4.2m, V=19m3 |
Liner FRP is anticorrosion for carbon steel; |
Platform |
1 |
6.2 |
Mixing agitator |
Whipped form: spiral paddle is double-deck; N=1.5kW |
Stir shaft and blade steel lining glue |
Platform |
1 |
6.3 |
Milk of lime scale tank |
V=2.0m3 |
Carbon steel is anticorrosion |
Cover |
2 |
6.4 |
Milk of lime scale tank stirrer |
Rotating speed: 80��120r/min, N=0.55kW |
Axle, impeller SS304 |
Cover |
2 |
6.5 |
Lime milk metering pump |
Q=0.46m3/ h, P=0.6Mpa (spiral pump), N=0.37kW |
|
Platform |
2 |
7 |
Two sections of settling tanks |
|
|
|
|
7.1 |
Guide shell and reflector |
��0.60m��H3.0m |
FRP |
Cover |
1 |
7.2 |
Effluent weir |
21600mm��400mm��2mm |
SS304 |
Cover |
1 |
7.3 |
Aisle plate and support platform |
L0.8m��B5.4m |
Carbon steel is anticorrosion |
Cover |
1 |
8 |
Secondary oxidation reaction tank |
|
|
|
|
8.1 |
Perforated pipe aerating regulation device |
Nonstandard, perforation tubular type, service area 10.8m2/ cover |
UPVC |
Cover |
1 |
8.2 |
Effluent weir |
5400mm��400mm��2mm |
SS304 |
Part |
1 |
8.3 |
Clorox dosing tank |
PT-1000L, V=1000L |
PE |
Platform |
2 |
8.4 |
Stirrer |
JBJ-500, N=0.37kW |
SS304 |
Platform |
2 |
8.5 |
Volume pump |
Q=50L/h, P=0.5MPa, N=0.25kW |
Compound |
Platform |
4 |
9 |
Three sections of neutralizing wells |
|
|
|
|
9.1 |
Three sections of neutralizing wells |
�� 2.4m �� 4.2m, V=19m3 |
Liner FRP is anticorrosion for carbon steel |
Platform |
1 |
9.2 |
Mixing agitator |
Whipped form: spiral paddle is double-deck; N=1.5kW |
Stir shaft and blade steel lining glue |
Platform |
1 |
9.3 |
Milk of lime scale tank |
V=2.0m3 |
Carbon steel is anticorrosion |
Cover |
2 |
9.4 |
Milk of lime scale tank stirrer |
Rotating speed: 80��120r/min, N=0.55kW |
Axle, impeller SS304 |
Cover |
2 |
9.5 |
Lime milk metering pump |
Q=0.46m3/ h, P=0.6Mpa (spiral pump), N=0.37kW |
|
Platform |
2 |
10 |
Three sections of settling tanks |
|
|
|
|
10.1 |
Guide shell and reflector |
��0.60m��H3.0m |
FRP |
Cover |
1 |
10.2 |
Effluent weir |
21600mm��400mm��2mm |
SS304 |
Cover |
1 |
10.3 |
Aisle plate support platform |
L0.8m��B5.4m |
Carbon steel is anticorrosion |
Cover |
1 |
11 |
PH regulator pond |
|
|
|
|
11.1 |
Perforated pipe aerating regulation device |
Nonstandard, perforation tubular type, service area 10.8m2/ cover |
UPVC |
Cover |
1 |
11.2 |
Acid-storing barrel |
PT-1000L, V=1.0m3 |
Material PE |
Cover |
2 |
11.3 |
H2SO4Volume pump |
Q=90L/h, P=0.5MPa, N=0.25 kW(variable frequency control) |
Pump head PVC |
Platform |
4 |
11.4 |
Effluent weir |
5400mm��400mm��2mm |
SS304 |
Part |
1 |
12 |
Electricity flocculation unit |
|
|
|
|
12.1 |
Electricity flocculation machine |
Processing power 45m3/ h, physical dimension: 4.2 m �� 2.2 m �� 3.2m; N=90kW |
Casing carbon steel is anticorrosion |
Cover |
1 |
12.2 |
Electricity flocculation machine support equipment |
PH instrument, air compressor machine, service platform etc. |
|
Cover |
1 |
13 |
Coagulation reaction tank |
|
|
|
|
13.1 |
Mixing agitator |
Whipped form: spiral paddle is double-deck, N=1.5kW |
Stir shaft and blade steel lining glue |
Platform |
3 |
13.2 |
PAC dosing tank |
PT-1000L, V=1000L, |
PE |
Platform |
2 |
13.3 |
PAC stirrer |
JBJ-500,0.37kW |
SS304 |
Platform |
2 |
13.4 |
PAC volume pump |
Q=50L/h, P=0.5MPa, N=0.25kW |
Compound |
Platform |
4 |
13.5 |
The molten medicine groove of PAM |
PT-1000L, V=1000L, |
PE |
Platform |
2 |
13.6 |
PAM stirrer |
JBJ-500,N=0.37kW |
SS304 |
Platform |
2 |
13.7 |
PAM volume pump |
Q=50L/h, P=0.5MPa, N=0.25kw |
Compound |
Platform |
4 |
14 |
Coagulative precipitation tank |
|
|
|
|
14.1 |
Guide shell and reflector |
��0.60m��H3.0m |
FRP |
Cover |
1 10 --> |
14.2 |
Effluent weir |
21600mm��400mm��2mm |
SS304 |
Cover |
1 |
14.3 |
Aisle plate support platform |
L0.8m��B5.4m |
Carbon steel is anticorrosion |
Cover |
1 |
15 |
Ji Nichi |
|
|
|
|
15.1 |
Pneumatic blending device |
Service area: 9m2/ cover |
304 |
Cover |
1 |
15.2 |
Sludge lifting pump |
Submersible sewage pump, Q=15m3/ h, H=12m, N=1.1kW, join automatic coupling device |
Cast iron |
Platform |
2 |
16 |
Sludge thickener |
|
|
|
|
16.1 |
Sludge condensation machine |
WNG-4.54, N=0.55kW |
Carbon steel is anticorrosion/SS304 under water |
Platform |
1 |
16.2 |
Effluent weir |
14000mm��400mm��2mm |
SS304 |
Cover |
1 |
17 |
Dehydration machine room |
|
|
|
|
17.1 |
Spiral pump |
G40-1, Q=3.3m3/ h, H=60m, N=1.5kW |
Compound |
Platform |
2 |
17.2 |
Plate-and-frame filter press (suite of equipment) |
Filtration area: 200m2, hydraulic compression, mechanical pressure maintaining, automatic discharging |
Compound |
Cover |
1 |
18 |
Air blast machine room |
|
|
|
|
18.1 |
Root's blower |
Q=11.42m3/ min, �� Pa=68.6kPa, N=18.5kW |
Cast iron |
Platform |
2 |
19 |
Advanced treatment part |
|
|
|
|
19.1 |
Raw water pump |
Q=50t/h, H=36m, N=11kW, 1 is standby with 1 |
Cast iron |
Platform |
2 |
19.2 |
Interchanger |
Tubular heat exchanger, refrigerant Q=50t/h, temperature rise 20 DEG C, joins automatic temperature-controlled variable valve, temperature change
Send device |
904L |
Platform |
1 |
19.3 |
Flocculation agent chemicals dosing plant |
Batch meter: V=200L, containing low liquid level switch, joins batch meter agitator, and (1 with 1 for volume pump
Standby): GM0010, Q=10L/h, H=120m, P=0.37kW |
Casing PE/ stirs SS316L/ pump head
PVC |
Cover |
1 |
19.4 |
Sterilant chemicals dosing plant |
Batch meter: V=200L, containing low liquid level switch, joins batch meter agitator, and (1 with 1 for volume pump
Standby): GM0010, Q=10L/h, H=120m, P=0.37kW |
Casing PE/ stirs SS316L/ pump head
PVC |
Cover |
1 |
19.5 |
Line mixer |
DN100 |
PE/CS |
Platform |
1 |
19.6 |
More medium filter |
DN2800,Q=42m3/ h, hard coal: particle diameter 0.8-1.6mm, thickness 400mm, V=4.0 m3Stone
Sand: particle diameter 0.5-1.2mm, thickness 800mm, V=8.0 m3 |
Carbon steel line with rubber, outside surface anticorrosion |
Cover |
2 |
19.7 |
More medium filter backwash water pump |
Q=265m3/h,H=20m,N=30kW |
Cast iron |
Platform |
2 |
19.8 |
Roots blower |
Q=5.6m3/min,P=58KPa,N=15kW |
Cast iron |
Platform |
1 |
19.9 |
Self-cleaning filter |
Filtering accuracy: 100 ��m, Q=47m3/h, |
Filter screen SS316L |
Platform |
1 |
19.10 |
Ultra-filtration equipment |
Clean water production rate: Q=42t/h overlaps, the rate of recovery: 90%, hyperfiltration membrane assembly: SN-CUF-0860,
24, clean flux 43.8L/ h |
|
Cover |
1 |
19.11 |
Hyperfiltration reverse-rinsing water pump |
Q=70t/h, H=25m, N=11kW, 1 is standby with 1, and distribution transforming is frequently |
Flow passage components SS316L |
Platform |
2 |
19.12 |
Hyperfiltration reverse-rinsing strainer |
Y-type filter, DN125, filtering accuracy 100 ��m, |
Carbon steel line with rubber, outside surface anticorrosion |
Platform |
1 |
19.13 |
Hydrochloric acid chemicals dosing plant |
Batch meter: V=200L, containing low liquid level switch, joins volume pump (1 is standby with 1): P+056, Q=
3.8L/h, H=76m, P=22W |
Casing PE/ pump head PVC |
Cover |
1 |
19.14 |
Sodium carbonate chemicals dosing plant |
Batch meter: V=200L, containing low liquid level switch, joins volume pump (1 is standby with 1): P+096, Q=
15.1L/h, H=100m, P=22W |
Casing PE/ pump head PVC |
Cover |
1 |
19.15 |
Non-oxide sterilant chemicals dosing plant |
Batch meter: V=200L, containing low liquid level switch, joins volume pump (1 is standby with 1): P+056, Q=
3.8L/h, H=76m, P=22W |
Casing PE/ pump head PVC |
Cover |
1 |
19.16 |
Reverse osmosis booster pump |
Q=42t/h, H=32m, N=7.5kW, 1 is standby with 1 |
Flow passage components SS316L |
Platform |
2 |
19.17 |
Scale inhibitors chemicals dosing plant |
Batch meter: V=200L, containing low liquid level switch, joins volume pump (1 is standby with 1): P+046, Q=
1.9L/h, H=172m, P=22W |
Casing PE/ pump head PVC |
Cover |
1 |
19.18 |
Reductive agent chemicals dosing plant |
Batch meter: V=200L, containing low liquid level switch, joins volume pump (1 is standby with 1): P+046, Q=
1.9L/h, H=172m, P=22W |
Casing PE/ pump head PVC |
Cover |
1 |
19.19 |
Line mixer |
DN100 |
PE/CS |
Platform |
1 |
19.20 |
Security personnel's strainer |
DN350, vertical, join large discharge filter core: filtering accuracy 5 ��m, 2/platform |
SS316L/PP |
Platform |
1 |
19.21 |
High-pressure pump |
Q=42t/h, H=170m, N=37kW, distribution transforming is frequently |
Flow passage components SS316L |
Platform |
1 |
19.22 |
Reverse osmosis unit |
Q=27.3t/h overlaps, Re=65%, reverse-osmosis membrane element: BW30FR-400/34i, 42/
Cover, average permeant flux: 17.5LMH |
|
Cover |
1 |
19.23 |
Waste water pump |
Q=15t/h, H=32m, N=3kW, 1 is standby with 1 |
Cast iron |
Platform |
2 |
19.24 |
RO wash-water pump |
Q=36t/h,H=32m,N=5.5kW |
SS304 |
Platform |
1 |
19.25 |
Chemically-cleaning device |
�� |
|
Cover |
1 |
19.26 |
Technique pressurized air basin |
V=2m3, P=1.0MPa, supporting safety valve, wash water valve |
16MnR |
Platform |
1 |
19.27 |
Instrument compressed air basin |
V=1m3, P=1.0MPa, supporting safety valve, wash water valve, reducing valve |
16MnR |
Platform |
1 |
19.27 |
Other matching instruments, valve |
Supporting |
|
Cover |
1 |
20 |
System installing material |
Supporting |
|
Batch |
1 |
21 |
Electrical system |
Supporting |
|
Cover |
1 |
22 |
Other systems |
Supporting spare parts, special tool, illumination, HVAC, plumbing, communication etc. |
|
Cover |
1 |