CN106430865A - Method for removing mercury-containing sewage pollutants - Google Patents

Method for removing mercury-containing sewage pollutants Download PDF

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CN106430865A
CN106430865A CN201611188009.5A CN201611188009A CN106430865A CN 106430865 A CN106430865 A CN 106430865A CN 201611188009 A CN201611188009 A CN 201611188009A CN 106430865 A CN106430865 A CN 106430865A
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liquid
parts
solid
sewage
protein variant
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CN106430865B (en
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李娜
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Zhangye Lanbiao Biotechnology Co ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C07ORGANIC CHEMISTRY
    • C07KPEPTIDES
    • C07K14/00Peptides having more than 20 amino acids; Gastrins; Somatostatins; Melanotropins; Derivatives thereof
    • C07K14/195Peptides having more than 20 amino acids; Gastrins; Somatostatins; Melanotropins; Derivatives thereof from bacteria
    • CCHEMISTRY; METALLURGY
    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12NMICROORGANISMS OR ENZYMES; COMPOSITIONS THEREOF; PROPAGATING, PRESERVING, OR MAINTAINING MICROORGANISMS; MUTATION OR GENETIC ENGINEERING; CULTURE MEDIA
    • C12N1/00Microorganisms, e.g. protozoa; Compositions thereof; Processes of propagating, maintaining or preserving microorganisms or compositions thereof; Processes of preparing or isolating a composition containing a microorganism; Culture media therefor
    • C12N1/14Fungi; Culture media therefor
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    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12NMICROORGANISMS OR ENZYMES; COMPOSITIONS THEREOF; PROPAGATING, PRESERVING, OR MAINTAINING MICROORGANISMS; MUTATION OR GENETIC ENGINEERING; CULTURE MEDIA
    • C12N1/00Microorganisms, e.g. protozoa; Compositions thereof; Processes of propagating, maintaining or preserving microorganisms or compositions thereof; Processes of preparing or isolating a composition containing a microorganism; Culture media therefor
    • C12N1/20Bacteria; Culture media therefor
    • CCHEMISTRY; METALLURGY
    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12NMICROORGANISMS OR ENZYMES; COMPOSITIONS THEREOF; PROPAGATING, PRESERVING, OR MAINTAINING MICROORGANISMS; MUTATION OR GENETIC ENGINEERING; CULTURE MEDIA
    • C12N9/00Enzymes; Proenzymes; Compositions thereof; Processes for preparing, activating, inhibiting, separating or purifying enzymes
    • C12N9/14Hydrolases (3)
    • C12N9/16Hydrolases (3) acting on ester bonds (3.1)
    • CCHEMISTRY; METALLURGY
    • C12BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12YENZYMES
    • C12Y301/00Hydrolases acting on ester bonds (3.1)
    • C12Y301/03Phosphoric monoester hydrolases (3.1.3)
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F2001/007Processes including a sedimentation step
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/101Sulfur compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/105Phosphorus compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/16Nitrogen compounds, e.g. ammonia
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/20Heavy metals or heavy metal compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/06Controlling or monitoring parameters in water treatment pH
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used
    • C02F3/348Biological treatment of water, waste water, or sewage characterised by the microorganisms used characterised by the way or the form in which the microorganisms are added or dosed

Abstract

The invention relates to a method for removing mercury-containing sewage pollutants. The method comprises the following steps: firstly enabling sewage to pass through a solid-liquid separator, carrying out solid-liquid separation, removing large solid particulate matters, subsequently introducing liquid into a precipitation tank for precipitating for 12 hours, enabling the liquid to pass through a circular-hole filtering net for removing solid flocculate, introducing the liquid filtered by the circular-hole filtering net into a biological reaction tank, regulating pH to be 7, adding 10g of a compound microbial agent into per cubic meter of the liquid in each time, adding the compound microbial agent once a day, continuously adding the compound microbial agent for one week, and finally standing for 3 days and discharging the liquid. The method is capable of effectively removing pollutants containing ammonia, nitrogen, sulfur, phosphorus and mercury, is low in investment cost and has a good application prospect.

Description

A kind of method for removing mercurous wastewater pollutants
Technical field
The invention belongs to environmental technology field, and in particular to a kind of method of removal dirt water pollutant.
Background technology
Along with industrial development and the improvement of people's living standards, trade effluent amount and city domestic sewage Amount just surges with surprising rapidity, these sewage or or has polluted river for the survival of mankind, river and lake, structure One of the reason for becoming prestige association environment for human survival.
In order to meet continuous improvement of the public to environmental quality requirement, country has worked out increasingly stricter discharge mark to nitrogen Standard, research and development are economical, efficiently denitrogenate treatment technology has become emphasis and the focus of Water Pollution Control Engineering area research.Though Many methods are so had effectively to remove ammonia, such as physical method has reverse osmosiss, distillation, soil irrigation;Chemical method has ion to hand over Change method, ammonia aeration, chemical precipitation method, breakpoint chlorination, electrodialysis, electrochemical treatments, catalytic pyrolysiss;Biological method has nitrification and algae Class is cultivated, but physical method treatment effect is not good, and than chemical method, biological method processes waste water and has the following advantages:1) every kind of The very strong product of being both for property of chemical article, is possible to failure, and biological preparation is to dirt when other chemical substances are run into The removal of dye thing has light spectrality;2) chemical productss can temporarily eliminate some harmful substances and cover stink, lack and can not hinder The only generation of harmful substance;3) using after chemical productss, residual is had in water body, may cause secondary pollution.Biological preparation institute Containing natural microbial, without pathogenic bacterium and pathogen, these microorganisms under the catalytic action of enzyme, with the organic nutrition in sewage Material is food, and after sewage is purified, these microbes are gradually decreased with the reduction of pollutant, until withering away;4) Nontoxic, non-corrosiveness, easy to use, equipment or engineering need not be added substantially, save fund input.
Sewage mainly has sanitary sewage and industrial wastewater.Trade effluent comparison of ingredients complexity, particularly substantial amounts of artificial conjunction Compound is become to enter environment, this kind of material is mainly ammonia nitrogen class, sulfide and phosphorus-containing compound, as these materials itself are tied The complexity of structure, can not be decomposed by the microorganisms utilization at short notice, and traditional method of wastewater treatment is tamed and dociled with activated sludge culture The microorganism of change effectively can not be removed to these pollutant, and these materials are accumulated for a long time in the environment, relied to us Very big pollution is caused with the ecological environment of existence, the physical and mental health for giving people class brings very big harm.Quite a few industry of China Contaminating enterprises would rather be punished also and be unwilling that waste water is administered in investment, even if there is sewage-treatment plant operation also abnormal.Therefore, open Sending out a kind of, construction investment is few, operating cost is low, the sewage disposal technology of good treatment efficiency is extremely urgent.
Content of the invention
In order to overcome the deficiencies in the prior art, effectively simply remove ammonia nitrogen sulfur phosphorus and heavy metal in sewage etc. and pollute Thing, the invention provides a kind of method for removing dirty water pollutant, its technical scheme is realized by the following method:
A kind of method for removing mercurous wastewater pollutants, which comprises the steps:
The preparation of composite bacteria agent capable:By mixed bacteria liquid and carrier according to 1:1 weight is stirred than mixing, then stands 6 Hour, cold drying at most rearmounted 4 DEG C, after drying, water content control is obtained final product 6%;The carrier by bamboo charcoal, shitosan and Kieselguhr is according to 2:2:1 mass ratio is mixed to get, particle diameter preferably 10 mesh of bamboo charcoal;
Sewage disinfection treatment:First by sewage through solid-liquid separator, solid-liquid separation is carried out, remove bulk solid particulate matter Matter, subsequent liquid enters sedimentation tank, precipitates 12 hours, then liquid is removed solid floccules, circular hole mistake by circular hole drainage screen The Circularhole diameter of filter screen is 0.1mm, biological oxidation:Liquid through circular hole drainage screen enters biological reaction pool, and it is 7 to adjust pH, presses Per cubic metre of liquid adds 10 grams of composite bacteria agent capable every time, adds daily 1 time, continuously adds one week, finally stands 3 days, by liquid Discharge.
Preferably, the composite bacteria agent capable is mixed by the raw material bacterium of following weight portion:
10 parts of Rhodococcus fascians, 9 parts of thiobacillus denitrificanss, 7 parts of Pseudomonas stutzeri, 6 parts of Sphingomonas, Bacillus pumilus 5 parts, 2 parts of Phanerochaete chrysosporium;The concentration of above-mentioned each raw material bacterium all controls in (1-2) × 108Individual/ml.Above-mentioned strain is permissible It is the conventional bacterial strain of prior art,
Preferably,
The Rhodococcus fascians are Rhodococcus fascians (Rhodococcusrhodochrous) ATCC15906;
The thiobacillus denitrificanss are thiobacillus denitrificanss (Thiobacillus denitrificans) ATCC25259;
The Pseudomonas stutzeri is Pseudomonas stutzeri (Pseudomonas stutzeri) CCTCC NO:M209107;
The Sphingomonas are Sphingomonas (Sphingomonas sp.) CGMCC N0.4589;
The Bacillus pumilus are Bacillus pumilus (Bacillus pumilus) ATCC27142;
The Phanerochaete chrysosporium is Phanerochaete chrysosporium (Phanerochaete chrysosporium) ATCC24725.
Bacterium of the present invention all can be from the business such as CGMCC, CCTCC and American Type Culture collection warehousing (ATCC) Approach is commercially available.
Preferably, the Sphingomonas have proceeded to the sphingol of the encoding gene of coding any one protein variant following Sporangium (Sphingomonas sp.) CGMCC N0.4589, the protein variant be with respect to PPKL1 albumen Original amino Sequence be mutated as follows respectively 21L/Q, 59F/S, 75R/V, 121E/D, 165A/P, 199H/R, 242D/V, 421L/Y, 480A/S, 544R/I, 602A/L, 690N/Q, 729T/G, 842A/G, 901Y/V, albumen original amino acid referring to GenBank:NP_744926.1.
Present invention simultaneously provides a kind of transgenic strain for being capable of efficient absorption hydrargyrum, the bacterial strain is by by aminoacid sequence such as Genbank:Sequence shown in NP_744926.1 is imported in Sphingomonas realizes its purpose.
And described aminoacid sequence can have a mutation in no site as follows, 21L/Q, 59F/S, 75R/V, 121E/D、165A/P、199H/R、242D/V、421L/Y、480A/S、544R/I、602A/L、690N/Q、729T/G、842A/G、 901Y/V.(21L/Q represents that the L amino acid substitution in original series the 21st is Q aminoacid).Aminoacid sequence after these mutation Row are not willing the bacterial strain of the aminoacid sequence after having imported the mutation and equally have similar effect.And applicant is by substantial amounts of reality Checking is real, and not all replacements all has similar effect, the Sphingomonas having after substantial amounts of replacement and other Bacterial strain does not have the effect of preferable sewage disposal together.
Using DNAMAN software Design primers, BamHI and SalI restriction enzyme site is separately added into, complete according to aminoacid sequence Nucleotide sequence PDA gene described in gene chemical synthesis, obtains purpose fragment by carrying out amplification, and PCR amplification obtains genes of interest PDA (while by multiplex PCR, corresponding mutational site is incorporated in gene order, so as to obtain different mutants base Cause), double digestion PCR primer is carried out with BamHI and SalI, with the expression vector pBPSE for also passing through BamHI and SalI double digestion It is connected, the recombinant plasmid transformed being proved to be successful is entered in the Sphingomonas, obtains the genetic engineering bacterium of degraded hydrargyrum.
The amplification culture of each strain of the present invention is the cellar culture mode of this area, it is also possible to described in reference literature Training method obtain.
What the present invention was obtained mainly has the beneficial effect that:The present invention processes sewage using pure microbial inoculum, has effectively purified dirt Water, and dephosphorization, denitrogenation are while remove, the heavy metal Hg that can remove sewage Central China on this basis solves traditional work simultaneously In skill, dephosphorization is difficult to denitrification effect while take into account the contradiction of heavy metals removal, with preferable application prospect.
Specific embodiment
Embodiment 1
A kind of method for removing dirty water pollutant, which comprises the steps:
The preparation of composite bacteria agent capable:By mixed bacteria liquid and carrier according to 1:1 weight is stirred than mixing, then stands 6 Hour, cold drying at most rearmounted 4 DEG C, after drying, water content control is obtained final product 6%;Carrier is by bamboo charcoal, shitosan and diatom Soil is according to 2:2:1 mass ratio is mixed to get;Above-mentioned mixed bacteria liquid is mixed by the raw material bacterium of following weight portion:Rhodococcus fascians 10 parts, 9 parts of thiobacillus denitrificanss, 7 parts of Pseudomonas stutzeri, 6 parts of Sphingomonas, 5 parts of Bacillus pumilus, yellow archespore hair is put down 2 parts of lead fungi;The concentration of above-mentioned each raw material bacterium all controls 1 × 108Individual/ml.
Sewage disinfection treatment:It 300mg/L, sulfide 80mg/L, is 70mg/L containing phosphor contaminant by sewage NH3-N to be first, Hg content is 20mg/ml, through solid-liquid separator, carries out solid-liquid separation, removes bulk solid particulate matter, and subsequent liquid is entered Sedimentation tank, precipitates 12 hours, then liquid is removed solid floccules by circular hole drainage screen, and the Circularhole diameter of circular hole drainage screen is 0.1mm,
Biological oxidation:Liquid through circular hole drainage screen enters biological reaction pool, and it is 7.0 to adjust pH, by per cubic metre of liquid Add 10 grams of composite bacteria agent capable every time, add I time daily, continuously add one week, finally 3 days are stood, liquid is discharged.After testing, The content of ammonia nitrogen in sewage is respectively 12.5mg/L, sulfide 4.5mg/L, is 2.5mg/L containing phosphor contaminant, and clearance all reaches More than 95%;And Hg content is that 15mg/mL, removal effect is not notable.
Embodiment 2
Using DNAMAN software Design primers, BamHI and SalI restriction enzyme site is separately added into, complete according to aminoacid sequence Nucleotide sequence PDA gene described in gene chemical synthesis, obtains purpose fragment by carrying out amplification, and PCR amplification obtains genes of interest PDA (while by multiplex PCR by corresponding mutational site 21L/Q, 59F/S, 75R/V, 121E/D, 165A/P, 199H/R, 242D/V, 421L/Y, 480A/S, 544R/I, 602A/L, 690N/Q, 729T/G, 842A/G, 901Y/V are incorporated into gene order In, so as to obtain different mutants gene), carry out double digestion PCR primer with BamHI and SalI, with also pass through BamHI and The cloning vector pBPSE of SalI double digestion is connected, and the recombinant plasmid transformed being proved to be successful is entered into the sphingol list In spore bacterium CGMCC N0.4589, the genetic engineering bacterium of degraded hydrargyrum is obtained.
The wastewater treatment efficiency of 3 Sphingomonas genetic engineering bacterium of embodiment and remaining several microbial inoculum is verified
According to the method for embodiment 1, corresponding sewage disposal experiment is carried out, its sewage belongs to same with the sewage of embodiment 1 One batch, the pollutant levels with same concentrations.The each group of wherein microbial inoculum is grouped into identical with embodiment 1.
The genetic engineering bacterium for being respectively adopted the different mutational site that embodiment 2 is prepared is removed the reaction of hydrargyrum, Be found through experiments, 21L/Q, 59F/S, 75R/V, 121E/D, 165A/P, 199H/R, 242D/V, 421L/Y, 480A/S, This several mutant bacteria of 544R/I, 602A/L, 690N/Q, 729T/G, 842A/G, 901Y/V all have with respect to original bacteria have bright Show enhanced effect.Total processing time is not more than 4 days, and its result is as follows:Sewage be with a collection of sewage, so as to guaranteed conditions one Cause.
Each pollutant levels of sewage:NH3-N is 300mg/L, sulfide 80mg/L, is 70mg/L, Hg containing phosphor contaminant Content is 20mg/ml.
As can be seen from the above results, the Sphingomonas for being built using genetic engineering are constituted with other several bacterial strains Microbial inoculum also has, in addition to the original preferable effect for removing ammonia nitrogen, sulfide and phosphorus, the effect for preferably removing Hg Really, and go back between engineered Sphingomonas and other several bacterial strains in terms of ammonia nitrogen, sulfide and phosphorus is removed With enhanced synergism.

Claims (4)

1. a kind of method for removing mercurous wastewater pollutants, which comprises the steps:First by sewage through solid-liquid separator, enter Row solid-liquid separation, removes bulk solid particulate matter, and subsequent liquid enters sedimentation tank, precipitates 12 hours, then by liquid by circle Hole drainage screen removes solid floccules, and the liquid through circular hole filter screen filtration enters biological reaction pool, and it is 7 to adjust PH, by often standing Square rice liquid adds 10 grams of composite bacteria agent capable every time, adds daily 1 time, continuously adds one week, finally stands 3 days, liquid is discharged.
2. the method for claim 1, it is characterised in that:The composite bacteria agent capable is by the raw material bacterium mixing of following weight portion Become:10 parts of Rhodococcus fascians, 9 parts of thiobacillus denitrificanss, 7 parts of Pseudomonas stutzeri, 6 parts of Sphingol single-cell, 5 parts of Bacillus pumilus, 2 parts of Phanerochaete chrysosporium;The concentration of above-mentioned each raw material bacterium all controls in (1-2) × 108Individual/ml.
3. method as claimed in claim 2, it is characterised in that:The Sphingomonas proceeded to coding following any one Sphingol single-cell (Sphingomonas sp.) the CGMCC N0.4589 of the encoding gene of protein variant, the protein variant Be with respect to PPKL1 albumen original amino acid be mutated as follows respectively 59F/S, 75R/V, 121E/D, 165A/P, 199H/R, 242D/V, 421L/Y, 480A/S, 544R/I, 602A/L, 690N/Q, 729T/G, 842A/G, 901Y/V, proteinogen Beginning, aminoacid sequence was referring to GenBank:NP_744926.1.
4. a kind of protein variant, it is characterised in that:The protein variant is to be carried out with respect to albumen original amino acid respectively Following mutation: 59F/S、75R/V、121E/D、165A/P、199H/R、242D/V、421L/Y、480A/S、544R/I、602A/ L, 690N/Q, 729T/G, 842A/G, 901Y/V, albumen original amino acid is referring to GenBank:NP_744926.1.
CN201611188009.5A 2015-07-26 2015-07-26 A method of removing mercurous wastewater pollutants Active CN106430865B (en)

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CN201510441589.3A CN105130101B (en) 2015-07-26 2015-07-26 Method of removing pollutant from mercury-containing sewage

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CN201710101106.4A Active CN106865781B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101112.XA Expired - Fee Related CN106830359B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101111.5A Active CN106746371B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101117.2A Pending CN106830530A (en) 2015-07-26 2015-07-26 A kind of method for removing mercurous wastewater pollutants
CN201710101116.8A Active CN106830360B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201510441589.3A Expired - Fee Related CN105130101B (en) 2015-07-26 2015-07-26 Method of removing pollutant from mercury-containing sewage
CN201710101107.9A Active CN106746369B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710100910.0A Active CN106830526B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101100.7A Pending CN106830527A (en) 2015-07-26 2015-07-26 A kind of method for removing mercurous wastewater pollutants
CN201710101108.3A Active CN106830529B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101109.8A Active CN106746370B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101105.XA Pending CN106830528A (en) 2015-07-26 2015-07-26 A kind of method for removing mercurous wastewater pollutants
CN201710101113.4A Active CN106745824B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101099.8A Active CN106745823B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201611188009.5A Active CN106430865B (en) 2015-07-26 2015-07-26 A method of removing mercurous wastewater pollutants

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CN201710101106.4A Active CN106865781B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101112.XA Expired - Fee Related CN106830359B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101111.5A Active CN106746371B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101117.2A Pending CN106830530A (en) 2015-07-26 2015-07-26 A kind of method for removing mercurous wastewater pollutants
CN201710101116.8A Active CN106830360B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201510441589.3A Expired - Fee Related CN105130101B (en) 2015-07-26 2015-07-26 Method of removing pollutant from mercury-containing sewage
CN201710101107.9A Active CN106746369B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710100910.0A Active CN106830526B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101100.7A Pending CN106830527A (en) 2015-07-26 2015-07-26 A kind of method for removing mercurous wastewater pollutants
CN201710101108.3A Active CN106830529B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101109.8A Active CN106746370B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
CN201710101105.XA Pending CN106830528A (en) 2015-07-26 2015-07-26 A kind of method for removing mercurous wastewater pollutants
CN201710101113.4A Active CN106745824B (en) 2015-07-26 2015-07-26 Method for removing mercury-containing sewage pollutants
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