Background technology
The discharge water on absorption tower in desulfurization waste liquor mainly boiler smoke wet desulphurization (limestone/gypsum method) process, its complicated component, is difficult to biochemistry, easily causes the series of problems such as equipment corrosion quickening, coke quality reduction and energy dissipation.In order to maintain the balance of desulfurizer serum recycle system material, prevent soluble part in flue gas, namely cl concn exceedes prescribed value and ensures gypsum quality, and must discharge a certain amount of waste water from system, waste water is mainly from gypsum dehydration and cleaning system.The impurity contained in waste water mainly comprises suspended substance, oversaturated sulphite, vitriol and heavy metal, is much wherein to require the strict first kind pollutent controlled in national environmental standard.
After GB16171-2012 new standard is implemented, pollutant emission requires far away higher than existing GB 8978-96 standard.GB16171-2012 adds the indexs such as total nitrogen, total phosphorus, benzo (α) pyrene, sulfide, polycyclic aromatic hydrocarbons, benzene on the basis of current standards.At present, the general treatment process of existing enterprise's high concentration nitrogen-containing waste water is: first to the wastewater from chemical industry pre-treatment of high density, enter biochemical treatment facility afterwards: waste water → regulate homogeneous equipment → oil removal precipitation (→ air supporting) → biological treatment → discharge, and in biological treatment section, existing technique generally has denitrogenation equipment, A
2o, AOO etc., to the clearance of total nitrogen generally at 40%-70%; These existing Process ba-sis increase second stage denitrogenation equipment, although can reach the effect removed of total nitrogen, problem higher in investment, occupation of land, running cost is particularly outstanding.
Summary of the invention
The object of this invention is to provide a kind of method utilizing microbiological treatment coal chemical industrial waste water, thus solve the unmanageable problem of coalification waste water.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is:
Utilize the method for microbiological treatment coal chemical industrial waste water, it is characterized in that comprising the steps:
1) by the coking chemical waste water in coal chemical industrial waste water and desulfurization waste liquor mixing, both volume ratios are 35 ~ 50:1;
2) mixed solution enters compound decarburization short distance nitration reaction tank, carries out nitration reaction, adds commercially available HSBEMBM efficient context microbial preparation and carrier;
3) PM membrane filtration is used;
4) enter Anammox reaction tower, in tower, add commercially available HSBEMBM efficient context microbial preparation and carrier;
5) reaction tank of nitration denitrification is entered.
Further technical scheme, described HSBEMBM efficient context microbial preparation is made up of following bacterial classification:
Acetic acid acetobacter
acetobacter aceti
Bacillus megaterium
bacillus megaterium
Bacillus licheniformis
bacillus licheniformis
Bacillus sphaericus
bacillus spaericus
Rhodopseudomonas palustris
rhodopseudomonas palustris
Bacillus alvei
bacillus alvei
Brevibacillus brevis Brevi
bscillus
brevis
Pseudomonas putida
pseudomonas putina
The different Zymomonas mobilis of denitrification
alteromonas dentitrificans
Bacillus firmus
bacillus firmus
Subtilis
bacillus subtilis
Pseudomonas chlororaphis
pseudomonas chlororaphis
Bacillus coagulans
bacillus coagulans
Rhodopseudomonas acidophilus
rhodopseudomonas acidphia
Paracoccus denitrificans
thiosphaera pantropha
Bu Shi methagen
methanobacterium bryantii
Marsh methagen Methanob
acterium
paluster
Mire methagen Methan
obacterium
uliginosum
The rotten rare bacillus of slag
rarobacter faecitabidus
Eubacterium formicigenerans
rarobacter formicigenerans
Nitrosomonas
nitrosococcuseur
opaea
Rhodopseudomonas palustris
rhodopseudomonas palustris
Bacterium nitrobacter
nitrobacter winogradskyi
Bacillus cereus
Bacillus cereus.
After process of the present invention, the total nitrogen of coking chemical waste water and desulfurization waste liquor composite waste can control at below 20mg/L, and COD can control at below 80mg/L, and other indexs also can reach national grade one discharge standard.Except coking chemical waste water and desulfurization waste liquor composite waste, disclosed in this inventionly microorganism is utilized to remove the method for total nitrogen to coking chemical waste water and desulfurization waste liquor synchronous processing, also be applicable to the factory effluent of the difficult degradations such as pharmacy waste water, fermentation waste water, food enterprise waste water, the process of municipal wastewater, sanitary sewage can also be used for.In view of the compound decarburization short distance nitration reaction tank, PM film, Anammox tower etc. that use in this technique equip the property combined, make in whole technical process, not need sludge settling to equip, and save the materials consumption of backflow power consumption and structures.
Embodiment
Following examples are test run(s)s that the present invention does in certain waste water treatment engineering, and this test is blocking test, and nonspecific crowd can not contact, understand process of the test.
As shown in Figure 2, with certain coking chemical waste water, flow is 40m
3/ h, desulfurization waste liquor day the water yield 10 tons, according to specified proportion combination treatment, form composite waste, its water quality situation is as follows:
Project |
COD
Cr |
Prussiate |
Sulfide |
Total nitrogen |
Volatile phenol |
Desulfurization waste liquor original content (mg/L) |
161978 |
63 |
4481 |
54428 |
607 |
Coking chemical waste water original content (mg/L) |
4315 |
2.5 |
381 |
317 |
669 |
The total influent concentration of system (mg/L) after proportioning |
5904 |
3.1 |
423 |
875 |
668 |
As shown in Figure 2, first coking chemical waste water enters oil removing equipment and carries out physical oil-removing concrete technology flow process; Equipment water outlet of going on a tour flow to and regulates homogeneous equipment, proportionally injects desulfurization waste liquor simultaneously, realizes the homogeneous even amount of water quality, reach the condition ensureing biochemical system steady running; Regulate the sewage of homogeneous equipment to deliver to air supporting equipment through lift pump and remove suspended matter in sewage and oily substance, reduce back-end processing load; The water outlet of air supporting equipment flows into compound decarburization short distance nitration reaction tank, control reaction parameter temperature 25 ~ 30 DEG C, DO(dissolved oxygen) 2 ~ 4mg/L, phosphorus the biochemical reaction condition that is as the criterion with laboratory analysis of data of dosage under, remove a large amount of COD in water and suppress the hazardous and noxious substances such as volatile phenol, cyanogen of denitrogenation Pseudomonas growth; The water outlet of compound decarburization short distance nitration reaction tank flows through its rearmounted PM film and carries out separating treatment; Anammox tower is flowed into via the water outlet after PM membrane separation, the Anammox effect that microbial preparation carries out microorganism is administered in conjunction with the HSBEMBM efficient context added, by Controlling System parameter temperature 25 ~ 35 DEG C, pH 6 ~ 9, DO(dissolved oxygen) < 0.5mg/ L, the effective sludge concentration of MLVSS() under the reaction conditionss such as 3 ~ 6g/L, directly change ammonia nitrogen, nitroso-group nitrogen into nitrogen, thus realize the efficient removal of nitrogen, make the clearance of total nitrogen reach 80% ~ 96%, complete the main denitrogenation task of whole system; The water outlet of Anammox tower flows into denitrification tank, when Anammox tower can not realize the removal completely of total nitrogen, then realizes the removal of residual nitrogen by the denitrification of this unit; Denitrification tank water outlet is arranged outward via PM membrane sepn standard water discharge.
Effluent quality COD after the present embodiment process
cr< 80 mg/L, total nitrogen < 15 mg/L, prussiate < 0.5 mg/L, sulfide < 0.25 mg/L, volatile phenol < 0.25 mg/L.Wastewater treatment efficiency is significantly better than conventional A/O technique, and effluent quality index reaches or is better than GB16171-2012 country new standard.