CN203373241U - Membrane separation and biochemical device for resourceful treatment of landfill leachate - Google Patents
Membrane separation and biochemical device for resourceful treatment of landfill leachate Download PDFInfo
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- CN203373241U CN203373241U CN201320418896.6U CN201320418896U CN203373241U CN 203373241 U CN203373241 U CN 203373241U CN 201320418896 U CN201320418896 U CN 201320418896U CN 203373241 U CN203373241 U CN 203373241U
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Abstract
The utility model relates to a sewage treatment method, and in particular relates to a membrane separation and biochemical device for resourceful treatment of landfill leachate. The device comprises an adjusting tank, a coagulation precipitation tank connected with an outlet of the adjusting tank, a pH adjusting tank connected with an outlet of the coagulation precipitation tank, an ammonia stripping tower connected with an outlet of the pH adjusting tank, a pH back-adjusting tank connected with an outlet of the ammonia stripping tower, a membrane bioreactor system connected with an outlet of the pH back-adjusting tank, and a secondary sedimentation tank, a nano-filtration system and a reverse osmosis system which are successively connected with the membrane bioreactor system, wherein the membrane bioreactor system comprises a denitrification-nitrification system and an ultra-filtration system; the pH adjusting tank is divided into three grids, and NaOH is added to the first grid to adjust the pH value; the second grid and the third grid are used for self flow mixing. The device has strong adaptability and operational flexibility.
Description
Technical field
The utility model relates to a kind of sewage water treatment method, relates in particular to membrane sepn and biochemical device that a kind of landfill leachate resources is processed.
Background technology
Along with scientific and technological development, the treatment technology of percolate and technique, from single before physico-chemical process, biological process etc., gradually to several different methods in conjunction with processing technical development.Wherein mainly still adopt biological treatment, in conjunction with certain pre-treatment and subsequent disposal, complete the processing of percolate, processing cost is low, treatment effect good, but such treatment technology is unstable, poor to the adaptive faculty of change of water quality, affected greatly by the factors such as water yield fluctuation, energy consumption is large, and the clearances such as COD, BOD, ammonia nitrogen are not high, and have secondary pollution.
CN102786183B (2013-6-12) discloses a kind for the treatment of process of percolate, yet this technique is difficult to process, the water yield changes greatly, water resistant power impact load ability is little, and the clearances such as COD, BOD, ammonia nitrogen need to improve.
The utility model content
The purpose of this utility model is to provide and a kind ofly meets the water yield and change greatly, possess water resistant power impact load ability greatly or adapt to large water yield fluctuation, have membrane sepn and the biochemical device of a kind of landfill leachate resources processing of stronger adaptability and operational handiness.
Technical purpose of the present utility model is achieved by the following technical programs:
Membrane sepn and biochemical device that a kind of landfill leachate resources is processed, it is characterized in that: it comprises equalizing tank, with equalizing tank, exports the coagulative precipitation tank that is connected, with coagulative precipitation tank, exports the pH regulator pond that is connected, with the pH regulator pond, exports the Ammonia blowing-out tower that is connected, with Ammonia blowing-out tower, exports the pH readjustment pond that is connected, with pH readjustment pond, exports membrane bioreactor system and the second pond be connected successively with described membrane bioreactor system, nanofiltration system and the reverse osmosis system be connected, and described membrane bioreactor system comprises denitrification-nitrification and ultrafiltration system; Described pH regulator pond is divided into three lattice, and the first lattice add NaOH and regulate the pH value; The second lattice and the 3rd lattice mix for gravity flow.
As preferably, the height ratio of the diameter of described Ammonia blowing-out tower, packed height and Ammonia blowing-out tower is 1:(1-1.5): (6-7).
As preferably, described membrane bioreactor system also comprises that the high loading that adopts the ball of wandering about as a refugee to form as carrier wanders about as a refugee biological bed, middle load flow from biological bed and the underload biological bed of wandering about as a refugee, and wander about as a refugee biological bed, middle load flow of described high loading is arranged between described denitrification-nitrification and ultrafiltration system from biological bed and the underload biological bed of wandering about as a refugee.
As preferably, described denitrification-nitrification comprises denitrification tank and supporting carbon source adding set, foam tank, diving mixer and liquidometer thereof.
As preferably, described denitrification-nitrification also comprises nitrating pot and supporting jet-flow aeration system, mud cooling system, liquidometer and nitrate return-flow system thereof.
As preferably, described ultrafiltration system comprises pipe type ultrafiltration device and supporting ultrafiltration working shaft, ultrafiltration recycle pump thereof, turns brush strainer, hair filter and ultrafiltration cleaning system.
Membrane sepn and biochemical process that a kind of landfill leachate resources is processed, it comprises the following steps:
(1) percolate entered the equalizing tank stop more than 2 hours, fully mixed;
(2) the equalizing tank water outlet enters three grades of coagulative precipitation tanks, adds flocculation agent and stir in first step coagulative precipitation tank, adds coagulant aids and alkali lye in the coagulative precipitation tank of the second stage, and in third stage coagulative precipitation tank, homogenizing stirs; The supernatant liquor overflow of described third stage coagulative precipitation tank is to the pH regulator pond, and precipitating sludge is delivered to the concentrated ground of mud;
(3) water outlet of third stage coagulating sedimentation enters the pH regulator pond, regulate the pH value to 10.5-11.5, then the water outlet in pH regulator pond is delivered to Ammonia blowing-out tower, gas is passed in water, make gas-liquid fully contact mutually, make the free ammonia dissolved in water through liquid-gas interface, shift to gas phase, thus removal of ammonia and nitrogen;
(4) the Ammonia blowing-out tower water outlet after removal of ammonia and nitrogen enters three lattice type pH readjustment ponds, and the first lattice add acid for adjusting pH value to 6.5-7.5; The second lattice and the 3rd lattice mix for gravity flow;
(5) the pond water outlet of pH readjustment enters the membrane bioreactor system that comprises denitrification-nitrification and ultrafiltration system, controls its hydraulic detention time, sludge retention time and COD clearance;
(6) the membrane bioreactor system water outlet enters second pond, nanofiltration system and reverse osmosis system, the working pressure of described nanofiltration system is 5-20bar, the concentrated solution of collecting described nanofiltration system and reverse osmosis system enters the concentrated solution collecting tank, the clear liquid rate of adopting of described nanofiltration system and reverse osmosis system is more than 85%, described reverse osmosis process water outlet qualified discharge.
The advantage of the utility model technique is: select flexibly technique to coordinate, comprehensive consideration by the specific biochemical system of the utility model, membrane bioreactor and nanofiltration and reverse osmosis system, preposition coagulating sedimentation is set, by the adjust operation parameter, can remove COD, BOD5, ammonia nitrogen and SS greatly, alleviate the pressure of follow-up equipment; Move by Ammonia blowing-out tower, can bring into play to greatest extent the efficiency ammonia nitrogen removal frank of Ammonia blowing-out tower, maximum can reach more than 95%; By adjusting denitrification-nitrated, make denitrification-nitrification performance maximum effect; And can, according to different influent quality adjust operation parameters, reach energy-conservation effect.
Nitrification refers to NH
3be oxidized to NO
3 -process, nitrification is participated in by two bacterioids, nitrococcus is by NH
3be oxidized to NO
2 -; Bacterium nitrobacter is by NO
2 -be oxidized to NO
3 -.The energy that they all utilize oxidising process to discharge, make CO
2synthesize the organic substance of cell, because it is a class chemosynthetic bacteria, when operational management, should create the environment be applicable to from the nitrobacteria growth and breeding of nourishing one's nature, nitrifying process is the key of biological denitrificaion.
The nitrification process will exhaust a large amount of oxygen, makes 1 molecule NH
4 + _n is completely oxidized to NO
3 -need to exhaust bimolecular oxygen, i.e. 4.57mgO
2/ mgNH
4 + _n.Nitrifying process makes the acid enhancing of environment.
In nitration reaction, by controlling lower load, extend sludge retention time and guarantee carrying out smoothly of nitrification.
Denitrification is the process of gaseous nitrogen and Nitrous Oxide that nitrate and nitrite is reduced into by denitrifying bacteria.Denitrifying bacteria mostly is the facultative anaerobic bacteria of heterotrophism, and it utilizes various organic matters as the electron donor in denitrification process (carbon source).The oxygen exhausted in the nitrification process makes Organic oxidation in being repeated to use denitrification process.
As preferably, described step (3) pH regulator pond is divided into three lattice, and the first lattice add NaOH and regulate the pH value; The second lattice and the 3rd lattice mix for gravity flow.
The existing normal water outlet of using lime to regulate coagulating sedimentation, however lime easily causes the fouling of Ammonia blowing-out tower packing layer, and after fouling, be difficult to clean restore.Adopting NaOH to regulate the pH value can avoid this phenomenon to produce.
As preferably, the air water mass ratio in described step (3) Ammonia blowing-out tower is 2500-3500:1.
As preferably, the height ratio of diameter, packed height and the Ammonia blowing-out tower of described step (3) Ammonia blowing-out tower is 1:(1-1.5): (6-7).
As preferably, the stripping time in described step (3) Ammonia blowing-out tower is 30-50min, and the stripping air quantity is 8000-10000m3/h, and the void tower flow velocity is 1.8-2.3m/s.
As preferably, described step (5) denitrification-nitrification comprises denitrification tank and supporting carbon source adding set, foam tank, diving mixer and liquidometer thereof.
More preferably, described step (5) denitrification-nitrification comprises nitrating pot and supporting jet-flow aeration system, mud cooling system, liquidometer and nitrate return-flow system thereof.
More preferably, described step (5) ultrafiltration system comprises pipe type ultrafiltration device and supporting ultrafiltration working shaft, ultrafiltration recycle pump thereof, turns brush strainer, hair filter and ultrafiltration cleaning system.
The accompanying drawing explanation
Fig. 1 is the membrane sepn of the utility model landfill leachate resources processing and the process flow sheet of biochemical process;
Fig. 2 is the membrane sepn of the utility model landfill leachate resources processing and the schematic diagram of biochemical device;
In figure, the 1-equalizing tank; The 2-coagulative precipitation tank; 21-first step coagulative precipitation tank; 22-second stage coagulative precipitation tank; 23-third stage coagulative precipitation tank;
The 3-pH equalizing tank; The 4-Ammonia blowing-out tower; 5-pH adjusts back pond; The 6-membrane bioreactor system; The 7-second pond; The 8-nanofiltration system; The 9-reverse osmosis system; 10-concentrated solution collecting tank.
Embodiment
As shown in Figure 2, the membrane sepn that landfill leachate resources is processed comprises equalizing tank 1, the coagulative precipitation tank 2 be connected with equalizing tank 1 outlet, with coagulative precipitation tank 2, exports the pH regulator pond 3 be connected, the Ammonia blowing-out tower 4 be connected with 3 outlets of pH regulator pond, the pH readjustment pond 5 be connected with Ammonia blowing-out tower 4 outlets, with pH readjustment pond 5, exports membrane bioreactor system 6 and the second pond 7 be connected successively with described membrane bioreactor 6, nanofiltration system 8 and the reverse osmosis system 9 be connected with biochemical device, and described membrane bioreactor system 6 comprises denitrification-nitrification and ultrafiltration system.
As shown in Figure 1, percolate enters equalizing tank and stops more than 2 hours, fully mixes; The equalizing tank water outlet enters three grades of coagulative precipitation tanks, adds flocculation agent and stir in first step coagulative precipitation tank 21, adds coagulant aids and alkali lye in second stage coagulative precipitation tank 22, and in third stage coagulative precipitation tank 23, homogenizing stirs; The supernatant liquor overflow of described third stage coagulative precipitation tank 23 is to the pH regulator pond, and precipitating sludge is delivered to the concentrated ground of mud; The water outlet of third stage coagulating sedimentation enters the pH regulator pond, regulates the pH value to 10.5-11.5, then the water outlet in pH regulator pond is delivered to Ammonia blowing-out tower, gas is passed in water, make gas-liquid fully contact mutually, make the free ammonia dissolved in water through liquid-gas interface, to gas phase, shift, thus removal of ammonia and nitrogen; Ammonia blowing-out tower water outlet after removal of ammonia and nitrogen enters three lattice type pH readjustment ponds, and the first lattice add acid for adjusting pH value to 6.5-7.5; The second lattice and the 3rd lattice mix for gravity flow; The pond water outlet of pH readjustment enters membrane bioreactor system, wander about as a refugee biological bed and ultrafiltration system that membrane bioreactor system comprises connected successively denitrification-nitrification, adopts the ball of wandering about as a refugee to form as carrier, the biological bed of wandering about as a refugee comprises that high loading wanders about as a refugee biological bed, middle load flow from biological bed and the underload biological bed of wandering about as a refugee; Control its hydraulic detention time, sludge retention time and COD clearance; The membrane bioreactor water outlet enters second pond, nanofiltration system and reverse osmosis system, the working pressure of described nanofiltration system is 5-20bar, the concentrated solution of collecting described nanofiltration system and reverse osmosis system enters concentrated solution collecting tank 10, the clear liquid rate of adopting of described nanofiltration system and reverse osmosis system is more than 85%, described reverse osmosis process water outlet qualified discharge.
technological design is described in detail:
1 equalizing tank
Water quality, the water yield fluctuation of the percolate produced due to Various Seasonal, different times dumping are larger, so water quality, the inhomogeneous waste water of the water yield are introduced in equalizing tank and are stopped the regular hour, waste water is fully mixed in pond, to guarantee the even of subsequent disposal structures influent quality, the water yield, make to process the steady running of structures energy.
One of the original equalizing tank of native system, utilize 2 diving lift pumps that waste liquid is delivered to coagulative precipitation tank.
2 coagulative precipitation tanks
Because the refuse landfill percolate has the advantages that the fluctuation of water quality, the water yield is large, contamination index's content is high, percolate intractability and processing costs are increased, in order to alleviate percolate from garbage filling field main body treatment process---the load of MBR, we adopt the pre-treatment of coagulant sedimentation as the treating refuse percolate.
Before the system operation, need carry out lab scale, draw the parameters such as best coagulating agent chemical feeding quantity, coagulant aids chemical feeding quantity, churning time, stirring intensity, thereby draw concrete removal efficiency.Native system coagulative precipitation tank design clearance is COD:30%; BOD:10%; Ammonia nitrogen: 10%; Total nitrogen: 10%; SS:80%.
Native system arranges 1 cover coagulation basin, 1 cover settling tank.Coagulation basin is of a size of 3m*1m*3.6m, and actual water level is 1.3m, average mark 3 lattice, and the first lattice add flocculation agent and also stirring are set, and the second lattice add coagulant aids and alkali and also stirring are set, and the 3rd lattice are pure arranges stirring.Settling tank is of a size of 2.8m*1.6m*3.4m, actual water level 3.2m, pipe core water inlet.
The overflow of coagulative precipitation tank supernatant liquor is to the pH regulator pond, and precipitating sludge is delivered to sludge thickener by 1 sludge pump.
3 pH regulator ponds
Former water, after coagulating sedimentation, enters the pH regulator pond, add alkali and regulate pH to 11 left and right, by 2 waste water lifting pump delivery to Ammonia blowing-out tower.The conventional medicament of regulating pH value is mainly NaOH and lime, consider and use lime easily to cause the fouling of Ammonia blowing-out tower packing layer, and be difficult to after fouling clean restore, so native system regulates the pH value with NaOH, and specifically chemical feeding quantity need draw by test in place.
Native system arranges 1 cover pH regulator pond, is of a size of 3m*1m*3.6m, actual water level 1.0m, and average mark 3 lattice, the first lattice add NaOH, and the second lattice and the 3rd lattice mix for gravity flow.
4 Ammonia blowing-out towers
Blow-off method, for removing the water ammonia nitrogen, is about to gas and passes in water, makes gas-liquid fully contact mutually, makes the free ammonia dissolved in water through liquid-gas interface, shifts to gas phase, thereby reaches the purpose of removal of ammonia and nitrogen.
Ammonia nitrogen in water, greatly mainly with ammonium ion (NH
4 +) and free ammonia (NH
3) keep the state of balance and exist.Its balanced relationship is as follows:
Percentage partition ratio between ammonia and ammonium ion can be calculated with following formula:
Ka=Kw?/Kb=（CNH
3 CH
+）/CNH
4 +?（2）
In formula: Ka---the ionization constant of ammonium ion;
The ionization constant of Kw---water;
The ionization constant of Kb---ammoniacal liquor;
C---material concentration.
Formula (1) is subject to the impact of pH value, and when the pH value is high, balance moves right, the large percentage of free ammonia, and when the pH value is 11 left and right, free ammonia roughly accounts for (ammonia-state nitrogen) 90%.
By formula (2), can be found out, the pH value is to affect free ammonia one of percentile principal element in water.In addition, temperature also can affect the balance of reaction formula (1), and temperature raises, and balance moves right.Table 1 has been listed the calculated value of the rate of dissociation of ammonia nitrogen under the different condition.In table, data show, when the pH value is greater than 10, the rate of dissociation is more than 80%, and when the pH value reaches 11, the rate of dissociation is up to 98% and be subject to the impact of temperature very micro-.
The rate of dissociation % of ammonia nitrogen at different pH, temperature
Stripping tower often adopts counter-current operation, and the filler of certain altitude is housed in tower, thereby is conducive to ammonia desorb from waste water to increase gas-liquid mass transfer area.Customary filler has Raschig ring, polypropylene Pall ring, polypropylene polyhedron empty ball etc.Waste water is thus lifted to the tower top of packing tower, and is distributed to the whole surface of filler, and by filler, toward dirty, with the gas countercurrent flow, the dividing potential drop of Ammonia in Air increases with the removal degree of ammonia, with vapour-liquid ratio, increases and reduces.
This patent Ammonia blowing-out tower design variable:
Supporting 1 the stripping blower fan of Ammonia blowing-out tower, design air flow is 9000m
3/ h.
The Ammonia blowing-out tower water outlet is from flowing to pH readjustment pond.
5 pH readjustment ponds
Because Ammonia blowing-out tower water outlet pH value is higher, and follow-up denitrifying optimal ph is 6.5-7.5, therefore, the pH value of sewage must be adjusted back.
System arranges pH readjustment pond 1 cover, is of a size of 2m*1.2m*1m, is divided into 3 lattice.The long 0.8m of the first lattice, add acid and stir; The long 0.2m of the second lattice, gravity flow mixes; The long 1m of the 3rd lattice, gravity flow mixes.
The pond water outlet of pH readjustment through 2 waste water lifting pump delivery to the denitrification tank.
6 denitrifications-nitrated
According to the high characteristics of percolate ammonia nitrogen in waste water content, aim at its design nitrification and denitrification biological denitrificaion unit.
Nitrification refers to NH
3be oxidized to NO
3 -process, nitrification is participated in by two bacterioids, nitrococcus is by NH
3be oxidized to NO
2 -; Bacterium nitrobacter is by NO
2 -be oxidized to NO
3 -.The energy that they all utilize oxidising process to discharge, make CO
2synthesize the organic substance of cell, because it is a class chemosynthetic bacteria, when operational management, should create the environment be applicable to from the nitrobacteria growth and breeding of nourishing one's nature, nitrifying process is the key of biological denitrificaion.
The nitrification process will exhaust a large amount of oxygen, makes 1 molecule NH
4 + _n is completely oxidized to NO
3 -need to exhaust the oxygen of 2 molecules, i.e. 4.57mgO
2/ mgNH
4 + _n.Nitrifying process makes the acid enhancing of environment.
In nitration reaction, by controlling lower load, extend sludge retention time and guarantee carrying out smoothly of nitrification.
Denitrification is the process of gaseous nitrogen and Nitrous Oxide that nitrate and nitrite is reduced into by denitrifying bacteria.Denitrifying bacteria mostly is the facultative anaerobic bacteria of heterotrophism, and it utilizes various organic matters as the electron donor in denitrification process (carbon source), in denitrification process, and organic being oxidized to:
The oxygen exhausted in the nitrification process makes Organic oxidation in being repeated to use denitrification process.
7?MBR
Membrane bioreactor (MBR) technology is the New Wastewater Treatment Technology art that membrane separation technique and biotechnology organically combine, and it utilizes membrane separation plant that the active sludge in biochemical reaction tank and larger molecular organics are held back, and saves second pond.Membrane biological reactor process has been strengthened the function of bio-reactor greatly by the isolation technique of film, activated sludge concentration is improved greatly, and its hydraulic detention time (HRT) and sludge retention time (SRT) can be controlled respectively.
The superiority of membrane bioreactor is mainly manifested in:
ultrafiltration (UF) system:
With traditional biochemical processing process, compare, microbial cells separates from water outlet by the high-performance ultrafiltration system, and particulate matter, microorganism and the suspended substance relevant to COD of guaranteeing to be greater than 0.02 m are trapped in system safely.The ultrafiltration clear liquid enters the clear liquid storage tank, and the ultrafiltration dope is got back to biochemistry pool.Sludge concentration maintains by the continuous backflow of cross-current type ultrafiltration.
The UF intake pump is assigned to the loop to UF to the mixed solution of biochemistry pool.The ultrafiltration peak pressure is 5bar.Ultra-filtration membrane is that diameter is 8mm, the tubular filter film that internal surface is polymkeric substance.Ultrafiltration system is established 1 loop, has 2 ultrafiltration membrane pipes.The ultrafiltration loop is provided with recycle pump, and this pump is providing the flow velocity of needs along the film inside pipe wall, thereby forms turbulent flow, produces larger filtration flux, avoids stopping up.Article two, the operation of loop is fully independent, has improved the system reliability of operation.
The film pipe rinses and is completed by scavenging pump by " purge tank " that store clear water or clear liquid.Automatically controlled valve can cut off charging simultaneously, and the mud of staying in pipe removes biochemistry pool with flush water.CIP is a kind of even process frequently, and during cleaning, the valve follow procedure is opened, and gets back to " purge tank " after the permission rinse water circulates in the zona road, until fully clean.As needs, during cleaning, can drip on a small quantity the film cleaning agent to purge tank.
The COD of film biochemical reactor design clearance is greater than 90%, the nitrogenous source in percolate, and part biological is synthetic, and other is oxidized to nitrate and nitrite in nitrating pot, and is reduced to nitrogen and removes NH in denitrification
3-N design clearance is more than 99%.
In native system, denitrification-nitrification, pipe type ultrafiltration device are collectively referred to as MBR, and its design variable is as follows:
8 second ponds
For the security guarantee during commissioning test, native system arranges second pond and ultrafiltration feed liquor case, during normal operation, bio-chemical effluent directly enters ultrafiltration feed liquor case, be delivered to ultrafiltration system by the ultrafiltration intake pump, the debugging and improper during can select to enter second pond, after precipitation is removed mud, overflow is to ultrafiltration feed liquor case, then enters ultrafiltration.
The second pond design variable is as follows:
9 nanofiltration system
The boundary of holding back that nanofiltration membrane belongs to the nanofiltration of dense film category only is about the dissolved constituent of 1nm for molecular size, with reverse osmosis, compare, and the characteristics of nanofiltration are that the little small molecule salt that can make of working pressure is discharged with water outlet, the disadvantageous effect of avoiding the salt enrichment to bring.
Percolate is up to standard through MBR pretreated water outlet ammonia nitrogen index, but the part hardly degraded organic substance still can not remove, and adopts nanofiltration further to separate difficult degradation than larger molecular organics, guarantees that water outlet COD reaches emission request.The nanofiltration rate of recovery 85% of purifying waste water, COD, heavy metal ion and multivalence nonmetallic ion (as phosphorus etc.) reach the water outlet requirement.The NF working pressure is 5 ~ 20 bar.
Percolate is after biochemical pretreatment system (MBR), and water outlet, without thalline and suspended substance, enters nanofiltration system, and membrane module adopts the spiral wound film type, has simple in structurely, cheap, and packing density is higher, and material exchanges effective advantage.Adaptability to percolate is very strong, and membrane lifetime extended to more than 3 years.Nanofiltration system has 1 cover, designing treatment water yield 3m
3/ h, the rate of recovery 85%.The filter main design parameters:
For guaranteeing the long-term stability operation of nanofiltration system, should dispose nanofiltration recycle pump, nanofiltration cleaning system and medicine system.
10 reverse osmosis systems
For the effluent index that guarantees percolation liquid treating system meets the demands, reverse osmosis system is set.
Reverse osmosis is a kind of reverse locomotory movement of infiltration, is a kind of under pressure-driven, the separation method solute in solution and solvent separated by means of the selective retention effect of semi-permeable membranes, the purification that it has been widely used in various liquid with concentrate.Reverse osmosis film used is called semi-permeable membranes, and its micropore is less, diameter 2nm.Can only pass through water (or organic solvent), can not be by the material of salt and other dissolvings.Therefore its most general application example is in water technology, with reverse osmosis technology by Impurity removals such as the mineral ion in former water, bacterium, virus, organism and colloids, to obtain high-quality product water.
Reverse osmosis system has 1 cover, designing treatment water yield 2.55m
3/ h, the rate of recovery 85%.The reverse osmosis main design parameters:
For guaranteeing the long-term stability operation of reverse osmosis system, dispose reverse-osmosis circulating pump, reverse osmosis cleaning system and medicine system.
11 sludge treating systems
Because the Pollutant levels of water inlet percolate are not very high, the surplus sludge volume that membrane bioreactor produces is less.Select the filter press dewatering system, after dehydration, by the mud cake backfill refuse landfill produced, supernatant liquor is got back to equalizing tank, thereby guarantees the clear liquid productive rate.During winter, the Pollutant levels of percolate are lower, and native system does not produce excess sludge winter substantially, and the excess sludge that spring and autumn produces seldom; Produce a small amount of excess sludge during summer, regularly spoil disposal.
Native system arranges following sludge conveying system altogether: coagulative precipitation tank mud, denitrification mud, foam tank mud, nitrating pot mud, second pond mud, be delivered to sludge thickener through sludge delivery pump, thickened sludge is delivered to paper blotter press and is pressed into mud cake and is backfilled to refuse landfill.
System configuration is as follows:
12 Concentrated liquid recharge systems
Nanofiltration system produces 15% concentrated solution every day, produces 60 tons of * 15%=9 tons of nanofiltration concentrated solution every day; Reverse osmosis system produces 15% concentrated solution every day, produces reverse osmosis concentrated liquid (60-9) * 15%=7.65 ton every day.
13 subsystems
Subsystem comprises: technique pneupress system, instrument compressed air system, flocculation agent medicine system, coagulant aids medicine system, alkali medicine system, sour medicine system, Scale inhibitors medicine system, carbon source add-on system, running water system etc.
13.1 technique pneupress system:the technique pneupress system comprises 2 nitrated gas blowers, 1 ammonia stripping centrifugal blower and ducts instrument valve etc.
13.2 instrument compressed air system:the instrument compressed air system is mainly the operated pneumatic valve air feed, is provided with 1 air compressor, 1 air accumulator, 1 cooling driers and ducts instrument valve etc.
13.3 flocculation agent medicine system:the flocculation agent medicine system is provided with 2 dosing pumps (1 use 1 is standby), 1 liquor box, 1 batch meter, 1 agitator and ducts instrument valve etc.
13.4 coagulant aids medicine system:the coagulant aids medicine system is provided with 2 dosing pumps (1 use 1 is standby), 1 liquor box, 1 batch meter, 1 agitator and ducts instrument valve etc.
13.5 alkali medicine system:the alkali medicine system is provided with 1 and unloads alkali pump, 1 dosing batch meter, 3 dosing pumps (2 use 1 are standby) and ducts instrument valve etc.
13.6 sour medicine system:the acid medicine system is provided with 1 and unloads sour pump, 1 dosing batch meter, 2 dosing pumps (1 use 1 is standby) and ducts instrument valve etc.
13.7 Scale inhibitors medicine system:the Scale inhibitors medicine system is provided with 2 dosing pumps (1 use 1 is standby) and ducts instrument valve etc.
13.8 carbon source add-on system:the carbon source add-on system arranges 1 carbon source case, 1 carbon source dosing pump and ducts instrument valve etc.
13.9 running water system:it is for water tank is cleaned in ultrafiltration, water tank, reverse osmosis cleaning water tank configuration wash-down water and cleaning agent are cleaned in nanofiltration that running water system is set, and 1 magnetic valve and ducts etc. respectively are set.In addition, pressure filter also needs tap water to be rinsed.
Data after the utility model art breading are as follows:
Treated result can find out,
1. the utility model possesses larger water resistant power impact load ability, adapts to larger water yield fluctuation, has stronger adaptability and operational handiness;
2. high COD, BOD remove ability: because the Pollutant levels in percolate are higher, COD concentration is estimated as 9000mg/l, and general sewage treatment process is difficult to guarantee water outlet energy stably reaching standard;
3. efficient denitrification ability: the ammonia nitrogen concentration of Landfill Leachate is estimated as 1500 mg/l, and ammonia nitrogen concentration is higher, requires treatment process to reach more than 99% the clearance of ammonia nitrogen;
4. this technique has stronger adaptability and operational handiness, can adapt to the processing needs of different times, and the percolate after biochemical treatment enters nanofiltration and reverse osmosis system carries out advanced treatment, and water outlet is up to standard;
5. adopt MBR+NF+RO technique, organic loading is high, and capacity of resisting impact load is strong, and outlet water organic substance concentration significantly reduces, and the energy consumption of oxygen replenishing equipment is little; And can organically combine according to the different quality amount of Various Seasonal.When percolate concentration is high, the MBR full load starts; When percolate concentration reduces, MBR, by the control of jet-flow aeration system, can partly start saves energy;
6. this automation technolo degree is high, there is no secondary pollution.
This specific embodiment is only to explanation of the present utility model; it is not to restriction of the present utility model; those skilled in the art can make to the present embodiment the modification that there is no creative contribution as required after reading this specification sheets, but as long as all are subject to the protection of patent law in claim scope of the present utility model.
Claims (6)
1. a landfill leachate resources is processed membrane sepn and biochemical device, it is characterized in that: it comprises equalizing tank, with equalizing tank, exports the coagulative precipitation tank that is connected, with coagulative precipitation tank, exports the pH regulator pond that is connected, with the pH regulator pond, exports the Ammonia blowing-out tower that is connected, with Ammonia blowing-out tower, exports the pH readjustment pond that is connected, with pH readjustment pond, exports membrane bioreactor system and the second pond be connected successively with described membrane bioreactor system, nanofiltration system and the reverse osmosis system be connected, and described membrane bioreactor system comprises denitrification-nitrification and ultrafiltration system; Described pH regulator pond is divided into three lattice, and the first lattice add NaOH and regulate the pH value; The second lattice and the 3rd lattice mix for gravity flow.
2. a kind of landfill leachate resources according to claim 1 is processed membrane sepn and biochemical device, it is characterized in that: the height ratio of the diameter of described Ammonia blowing-out tower, packed height and Ammonia blowing-out tower is 1:(1-1.5): (6-7).
3. a kind of landfill leachate resources according to claim 2 is processed membrane sepn and biochemical device, it is characterized in that: described membrane bioreactor system also comprises that the high loading that adopts the ball of wandering about as a refugee to form as carrier wanders about as a refugee biological bed, middle load flow from biological bed and the underload biological bed of wandering about as a refugee, and wander about as a refugee biological bed, middle load flow of described high loading is arranged between described denitrification-nitrification and ultrafiltration system from biological bed and the underload biological bed of wandering about as a refugee.
4. a kind of landfill leachate resources according to claim 3 is processed membrane sepn and biochemical device, it is characterized in that: described denitrification-nitrification comprises denitrification tank and supporting carbon source adding set, foam tank, diving mixer and liquidometer thereof.
5. a kind of landfill leachate resources according to claim 4 is processed membrane sepn and biochemical device, it is characterized in that: described denitrification-nitrification also comprises nitrating pot and supporting jet-flow aeration system, mud cooling system, liquidometer and nitrate return-flow system thereof.
6. a kind of landfill leachate resources according to claim 5 is processed membrane sepn and biochemical device is characterized in that: described ultrafiltration system comprises pipe type ultrafiltration device and supporting ultrafiltration working shaft, ultrafiltration recycle pump thereof, turns brush strainer, hair filter and ultrafiltration cleaning system.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107961589A (en) * | 2017-10-28 | 2018-04-27 | 江苏维尔利环保科技股份有限公司 | Landfill leachate film-filter concentration liquid three changes processing method |
| CN108395048A (en) * | 2018-05-28 | 2018-08-14 | 湖南北控威保特环境科技股份有限公司 | A kind of pretreatment system and its processing method for landfill leachate treatment |
-
2013
- 2013-07-15 CN CN201320418896.6U patent/CN203373241U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107961589A (en) * | 2017-10-28 | 2018-04-27 | 江苏维尔利环保科技股份有限公司 | Landfill leachate film-filter concentration liquid three changes processing method |
| CN108395048A (en) * | 2018-05-28 | 2018-08-14 | 湖南北控威保特环境科技股份有限公司 | A kind of pretreatment system and its processing method for landfill leachate treatment |
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