CN202430085U - Sewage treatment system equipment for sludge quantification - Google Patents

Abstract

The utility model provides a sewage treatment system equipment for sludge quantification, which comprises a sewage filtering device, a solid and liquid separation device, a gas and water mixer, an ozone generator, an ozone-water reactor, a composite filtering device and a ultraviolet water processor, wherein the sewage filtering device is connected and communicated with the solid and liquid separation device; sludge in sewage is separated from the sewage in the solid and liquid separation device; after being collected by a mist collecting device in the solid and liquid separation device, the sewage enters the gas and water mixer, is fully mixed with ozone and is then conveyed to the ozone-water reactor; the sewage treated by the ozone-water reactor enters the composite filtering device; water treated by the composite filtering device enters a water storage pond and is then conveyed into the ultraviolet water processor through a water pump for treatment; and further, the sewage treatment system equipment further comprises sewage treatment system equipment for converting the sludge into a granular adsorbent and a hybrid charged adsorbent.

Description

The exhausted quantized Sewage treatment systems equipment of a kind of mud

Technical field

A kind of system device that WWT and the inevitable outcome-mud in WWT are handled in same device systems of the utility model application; This system device can be with sewage after treatment; Reach the standard of reuse water and landscape water; And the mud that will in sewage treatment process, be produced is converted into employed water purifying adsorbent in this treatment system, belongs to technical field of sewage treatment equipment.

Background technology

In recent years, along with rolling up of various places industry and human settlements land area, the consequent is that trade effluent and sewage produce significantly, impels sewage disposal device and technology to update and promote.

At present sludge treatment technology commonly used has multiplely, comprises anaerobic-anoxic-aerobic process, absorption-biological degradation technology, baffling type anaerobic technology, sets the biological deoxidization technique of denitrification, circulating active sludge technology, intermittent cyclic extended aeration activated sludge process, membrane biological reactor process and alternative expression biological treatment pool process etc.But; Current sewage disposal device and technology; Do not have thoroughly to solve and realize to eliminate the generation of mud simultaneously and mud is carried out disposal concerns in the sewage disposal device system; Even the excess sludge behind the sludge reduction finally still will leave the WWT place and transfer to other places and handle, in this process, also might pollute diffusion or secondary pollution.

The utility model content

The utility model promptly is the problems referred to above that exist in present sewage disposal device and the method; Provide a kind of mud is carried out quantized extremely Sewage treatment systems equipment; Can be to the resistates-mud that is produced in the sewage treatment process; In same place, implement harmlessness disposing completely, and the product after will handling is applied to administer sewage.

The Sewage treatment systems equipment of the utility model is a kind of cyclic production equipment of continuity; And utilize the method for UW or scorching hot felt solid-liquid separation that sewage is implemented preliminary water and microbiological degradation, saved the production land used effectively, for the subsequent handling of WWT provides better treatment condition; The described sewage water treatment method of the utility model application; Pollutent need not transfer processing, has avoided mud to produce the possibility of secondary pollution, has really play a part with dirty pollution treatment simultaneously.

A purpose of the utility model provides the exhausted quantized Sewage treatment systems equipment of a kind of mud, and this purpose is to realize through following technical scheme:

Described system device comprises sewage filter device, equipment for separating liquid from solid, ozonizer, gas-water mixer, ozone-water reactor, composite filtering equipment and ultraviolet water treater; The sewage filter device that is used to carry out sewage water filtration communicates with equipment for separating liquid from solid; Be used for that the foreign material of sewage and sewage are carried out isolating equipment for separating liquid from solid and communicate, after the fog collection device of sewage in equipment for separating liquid from solid collected, get into gas-water mixer with gas-water mixer; Ozonizer communicates with gas-water mixer; Gas-water mixer communicates with ozone-water reactor, and ozone-water reactor communicates with composite filtering equipment, and the sewage after handling through ozone-water reactor gets into composite filtering equipment; This composite filtering equipment comprises reverse activated carbon filtration tower and several hay tanks that connects successively; Be filled with granule adsorbent and hybrid charge sorbent material in the described hay tank, the sewage after handling through composite filtering equipment gets into tank, delivers in the ultraviolet water treater again and handles.

Further; The exhausted quantized Sewage treatment systems equipment of described mud also comprises sludge treating system equipment; This equipment is converted into granule adsorbent and hybrid charge sorbent material with the mud that is produced in the above-mentioned sewage treatment process; And be applied in the hay tank of described composite filtering equipment, described sludge treating system equipment comprise to mud be cured or the primary curing reaction equipment of semicure, carry out the solid hole of hot anoxybiotic reaction the pyrolytic reaction still, carry out the acidifying demoulding acidizing unit, carry out the physically activated hot water and steam bed of water vapor, carry out the high temperature resistance furnace of high-temperature activation and carry out the High Temperature Furnaces Heating Apparatus of hybrid charge sorbent material finished product.

Further, described sewage filter device comprises and is used to hold sewage, and the sewage primary sedimentation pond of carrying out settlement of sewage and the foreign material hurdle that is used for isolating the sewage foreign material are at a distance from the solid-liquid separation lock.

Further, described foreign material hurdle comprises the thin grid of the coarse grid and the slagging-off of can rolling automatically at a distance from the solid-liquid separation lock.

Further, described equipment for separating liquid from solid comprises ultrasonic wave sewage treatment unit or scorching hot felt waste disposal plant.

Further, described ultrasonic wave sewage treatment unit comprises rectilinear ultrasonic wave sewage treatment unit or the horizontal ultrasonic wave sewage treatment unit of level.

Further; Described rectilinear ultrasonic wave sewage treatment unit comprise water tank and with the tank connected rectilinear supersonic atomizer of water storage; Be provided with the fog collection device in the rectilinear supersonic atomizer, described rectilinear supersonic atomizer has the tank body of hollow, and the top of tank body has water inlet pipe and vapor pipe; The downward ultrasonic atomizer of a plurality of splash heads is installed in the tank body inside top; Sewage gets into tank body through water inlet pipe,, is delivered to gas-water mixer through the rising pipe that is installed in tank base again and mixes with ozone gas after be arranged on the fog collection device at tank body middle part and collect through ultrasonic atomizer atomizing.

Further; Fog collection device in the described rectilinear ultrasonic wave sewage treatment unit is the droplet device that is installed in the tank body middle part; Sewage drops on tank base after the droplet device is collected, after the rising pipe that is installed in tank base is delivered to gas-water mixer with behind the ozone thorough mixing, be delivered to ozone-water reactor more again.

Further, the horizontal ultrasonic wave sewage treatment unit of described level comprises the housing of device, and a plurality of UW horizontal atomising heads is arranged on and is lower than liquid level in the housing and near the position of liquid level; Above the horizontal atomising head of UW, automatic descaling apparatus is housed, this device is made up of the rotation scraping arm of the hollow more than one, and the rotation scraping arm is being provided with some jet orifices facing to the atomising head direction; Rotate the position that scraping arm contacts with atomising head simultaneously the scale removal hairbrush is housed, the rotation scraping arm is driven through variator or strap speed varying by machine shaft, can do 360 ° along being rotated counterclockwise; Speed of rotation is 1-50 rev/min, and motor is located at hull outside, the rotating shaft of rotation scraping arm be hollow structure and link to each other with machine shaft and with rotate scraping arm and communicate; Have the hot steam inlet mouth on the axial wall of rotating shaft, the gas tube of hot steam in the superheated vapour inlet mouth gets into rotating shaft is again through rotating the horizontal atomising head of jet orifice hydro-peening UW of scraping arm; Between the horizontal atomising head of UW, also be provided with a plurality of leaking holes; Described fog collection device comprises induced draft fan and the fog collector that links to each other with induced draft fan, and induced draft fan communicates with the case top of the horizontal ultrasonic wave sewage treatment unit of level, and fog collector comprises the tank body of hollow; The top of tank body has the fog import; The fog import links to each other with the droplet device, and the tank body below has water outlet, and the bottom has throw out and clears mouth; The tank body top has venting port, also has several manholes on the tank wall.

Further, described scorching hot felt waste disposal plant comprises the casing with inner chamber; Water inlet pipe after pressure pump gets into the casing top, also has blow-down pipe through the pump front filter on the water inlet pipe, the casing top is provided with a plurality of atomised jet heads that communicate with water inlet pipe; Below the atomised jet head, be provided with the more than one scorching hot felt of dislocation up and down, there is multiple tracks flowing water shallow ridges on scorching hot felt surface, and the pyrotoxin of scorching hot felt is an intermediate frequency heat conduction well heater; Be provided with a plurality of heat pipes in the scorching hot felt; Scorching hot felt temperature is controlled between 90-200 ℃, and the bottom of scorching hot blanket below casing is provided with little solid thing settling region and is positioned at the sewage draining exit of bottom, little solid thing settling region, and the sewage draining exit top is provided with antifouling recoil plate washer; Below the scorching hot felt of casing inner wall, be provided with the high temperature resistant bed course that is used to support scorching hot felt; For flowing into the water channel of bottom of shell for liquid, the top of casing has the automatic air-inhaling and exhausting valve between scorching hot felt and the high temperature resistant bed course, and the top that casing is arranged in scorching hot felt has hot steam that the hot steam that produced in the felt thermal process for liquid gets into and collects mouthful; Hot steam is collected mouth and is connected the heat exchanger that hot steam is converted into liquid, and the casing bottom has and supplies the effusive water outlet of clear water.

Further, described ozone-water reactor is a telescoping structure, two-layer cavity inside and outside having; Inner chamber is the air water reaction chamber, and exocoel is an air water circulating reaction cushion chamber, and inner chamber has inner housing; Exocoel has body skin, and the top of inner housing is equipped with the automatic exhaust steam valve and the tank level control on-line monitoring device that is used to monitor liquid level that is used for to the inner chamber decompression, and the part of inner chamber between liquid level and interior top of chamber is equipped with several gac reaction sphere; This reaction sphere top is waterproof, and the bottom is netted water outlet, in granulated active carbon is housed; The granulated active carbon volume of being adorned accounts for the 15%-98% of reaction sphere cavity volume, and the mixture of ozone and sewage gets into reaction sphere by the vertical water-in of inner housing and reacts, and the netted water outlet through the reaction sphere bottom flows out; With the liquid mixing in the inner chamber, the bottom of inner chamber has the circulation mouth of a river and gets into exocoel, and body skin is provided with water circulating pump and connects exocoel and water-in; The sewage that gets in the exocoel is pumped in the gac reaction sphere again, so circulate; Have the shell blow-off pipe in exocoel bottom and communicate, be used for residual mud is discharged, also have on the inner housing and supply reacted water to discharge the water outlet of body skin with the blow-off pipe of opening in intracavity bottom, and the manhole of a plurality of confession maintenance usefulness.

This ozone-water reactor adopts the ozone and active carbon technology; The netted water outlet of reaction sphere is located at the central point of reaction sphere; The circulation ozone water is when ball's dead center sprays; Shed from the slit of granulated active carbon, thereby play the effect that accelerate ozone is converted into hydroxyl radical free radical, reach and promote ozone the degradation rate faster of organism in the water.

Further, described ozone-water reactor comprises that also being connected the vertical ozone of ozone-water reactor destroys device and gas filter.

Further; The exhausted quantized Sewage treatment systems equipment of described mud also comprises the recirculation water holding tank; Described recirculation water holding tank is connected with gas-water mixer through anti-water one-way valve; The effect of anti-water one-way valve is that the liquid of backflow is got in the recirculation water holding tank, and the liquid of anti-backflow gets in the ozonizer.

Further, the bottom of described reverse activated carbon filtration tower has water inlet pipe, and the top has rising pipe, is provided with the activated carbon filtration fixed bed in tower body inside, and granulated active carbon places on the activated carbon filtration fixed bed, and water pump is installed on the rising pipe.

Further, described hay tank comprises housing, and hay tank is divided into two chambers up and down by the dividing plate of inside; Upper chamber and bottom chamber are equipped with a plurality of vertical Filter columns respectively, are loaded with the two or more sorbent material of natural layering in each Filter column, comprise granule adsorbent and the hybrid charge sorbent material processed by mud; Be provided with water-in and forcing pipe on the top of hay tank tank body; Forcing pipe connects force (forcing) pump, is provided with the water pipe that a plurality of two ends are opened on upper chamber and lower chambers respectively in the tank body outside, flows to lower chambers to realize the liquid after the filtration by upper chamber; Drainage hole plate below the inboard of upper and lower chamber is respectively equipped with the sealing supporting plate above being positioned at and is positioned at; The two ends of each vertical Filter column are individually fixed in sealing supporting plate and drainage hole plate, and vertical Filter column sidewall below has a plurality of side water outlets, and the bottom has lower outlet; Be provided with total water outlet and foreign material relief outlet in the bottom of lower chambers; Also be provided with gas exhaust duct on the side walls of upper chamber and lower chambers, the sidewall of hay tank tank body also has several manholes, and outside is provided with several props.

The method of utilizing the exhausted quantized Sewage treatment systems equipment of the described mud of the utility model to carry out WWT is to realize through following technical scheme:

Described method comprises following step:

1, sewage water filtration: sewage gets into equipment for separating liquid from solid after through sewage filter device;

2, the decomposition of solid-liquid separation and preliminary mikrobe and water: in equipment for separating liquid from solid, carry out the decomposition of solid-liquid separation and preliminary mikrobe and water;

3, liquid collecting: the sewage after equipment for separating liquid from solid is handled is transported in the gas-water mixer after the fog collection device reclaims cooling;

4, ozonize: ozonizer is connected with gas-water mixer, with the ozone that generates be delivered to and in the gas-water mixer with handle through equipment for separating liquid from solid after sewage mix, gas-water mixture is transported to reacts in ozone-water reactor then;

5, sludge treatment: in the above-mentioned steps, the mud after the WWT is converted into granule adsorbent and hybrid charge sorbent material through sludge treating system equipment, is applied in the composite filtering equipment;

6, combined filtration: this composite filtering equipment comprises continuous reverse activated carbon filtration tower and some groups of hay tanks, and the water after handling through ozone-water reactor gets into composite filtering equipment and carries out the depths reason;

7, UV treatment: the water after the process composite filtering equipment is handled gets into tank, delivers to the ultraviolet water treater again, water outlet after the internal recycle uviolizing of ultraviolet water treater chamber.

Further, in the said step 2, the method for solid-liquid separation comprises UW sewage treatment or scorching hot felt sewage treatment.

Further, described UW sewage treatment comprises and adopts rectilinear UW sewage treatment and the horizontal UW sewage treatment of level.

Ultrasonication sewage is chemical pollutant and the organic pollutant of difficult degradation that utilizes UW to remove to separate in the sewage; The horizontal UW sewage treatment of the described level of the utility model application; Utilize dried up shallow characteristics in high-frequency vibration source of ultrasonic atomizer; When employing atomizes to sewage, do not influence the precipitation process of microparticle in the sewage.

Further, in the said step 2, described scorching hot felt sewage treatment comprises: sewage is behind the purpose pump front filter of 40-50 hole; Directly got in the casing of scorching hot felt water treatment device by the flow velocity of pressure pump with 2-3M/S through filtering water, the atomised jet head is sprayed vertically downward, and the rated operating pressure of splash head is 0.3-0.4MPA; The scorching hot felt (heating board) of dislocation up and down is equipped with in the position, middle and lower part of scorching hot felt water treatment device; There is the flowing water shallow ridges on scorching hot felt surface, and the pyrotoxin of scorching hot felt is an intermediate frequency heat conduction well heater, and the thermal oil in the heat pipe is delivered to scorching hot felt through heat pump; Scorching hot felt temperature is controlled at 90-200 ℃; When sewage was sprayed at scorching hot felt (heating board), the mikrobe in the sewage was dead basically immediately after superficial surface moment contact high temperature plate is scorching hot, simultaneously the microparticle thing in the water at once with water sepn; The hot water and steam that the produces mist liter that makes progress; After hot steam is collected mouthful delivery heat exchanger, reply liquid water, partly do not form the band microparticle thing of hot water and steam and the water of mikrobe corpse, flow to through the flowing water shallow ridges on scorching hot felt surface this device the bottom little solid thing settling region and be positioned at the sewage draining exit bottom little solid thing settling region; Dirt is discharged through sewage draining exit, and clear liquid is discharged by the water port on little solid top, thing settling region.

Further, (step 4), ozone injected volume are 0.4-20mg/L, and be 2-5min duration of contact in the described ozone treatment step.

Further; In the described combined filtration step (step 6), composite filtering equipment is loaded with the hay tank that granule adsorbent and hybrid charge sorbent material form by reverse activated carbon filtration tower and some assemblings and combines, when water gets into reverse activated carbon filtration tower bottom; From lower to upper; Get into described hay tank after passing activated carbon filter layer, some vertical strainer tubes are housed in this hay tank, this strainer tube bottom is loaded with the hybrid charge sorbent material; Upper part is loaded with granule adsorbent, and these two kinds of sorbent materials are processed by the residual sludge in the process of disposing of sewage.

Further, (step 7), the ultraviolet radiation intensity that UV water treatment equipment adopts is 2600-3000UW/cm in the described UV treatment step ², wavelength is 235-258nm, irradiation time is 1-4S, carries out pattern and is water inlet water outlet after the internal recycle uviolizing of chamber continuously.

The water of handling through composite filtering equipment gets into tank; Deliver into UV water treatment equipment again; The principal element that influences the ultra-violet sterilization effect is ultraviolet wavelength, exposure intensity and time; And significant relationship is arranged with the type of the degree of depth, colourity, concentration and the mikrobe of water and quantity etc.; Sewage in the present technique is handled through ozone high grade oxidation and the water of smart filter after handling is reaching no mikrobe and gives birth to body or dead volume handling through ultrasonication or scorching hot felt again, and colourity is no more than 1 and spends, and has improved the condition of absolute advantage for the ultra-violet sterilization process of the finishing operation of this technology.

The utility model also provides in the above-mentioned sludge treatment step, and mud is converted into the method for granule adsorbent and hybrid charge sorbent material, and described purpose is to realize through following technical scheme:

Described method is: with the mud cake that obtains water ratio 70%-60% after the dehydration of mud process; Send in the described sludge treating system equipment; This system device utilizes in the mud individual with the complicated thalline structure of the mikrobe that exists naturally as pore former (or being called the pore-forming module); Mud is manufactured the sorbent material in fine duct of nano level and hole, utilize this sorbent material outer for skeleton simultaneously, manufacture multiduty hybrid charge sorbent material for base nuclear adds band polar nano-porous materials.

Further, described mud is manufactured the method for granule adsorbent and hybrid charge sorbent material, comprises following step:

1, dehydration: with the mud cake that obtains water ratio 70%-60% after the dehydration of mud process;

2, force deactivation: utilize individual with the complicated thalline structure of the mikrobe that exists naturally in the mud as pore former, and the individual thalline structure with complicacy of described mikrobe is carried out deactivation;

3, curing or semicure: the mud after the deactivation is delivered in the primary curing reaction equipment, mixes with the quicklime that accounts for mud weight 10%, mixing time is 20-30min, and this moment, the mud temperature was 50-70 ℃;

4, the solid hole of hot anoxybiotic reaction: through solidifying or the mud of semicure is particulate state, draw off, get into the pyrolytic reaction still by the discharge opening of primary curing reaction equipment; Temperature in the still is 70-90 ℃, and input speed is 20-40kg/min, after mud all gets into reaction kettle; Close opening for feed, make to be the anoxybiotic running status in the reaction kettle, the temperature raising speed control is at 30 ℃/min in the still; Whole temperature is 220 ℃, keeps constant temperature 1h, and mud gets into ageing storehouse nature ageing 48h after going out still;

5, acidifying stripping process: will pass through the aged naturally mud of 48h again and be invested in the acidizing unit; The sulfuric acid liquid of employing 20% is to mud static immersing 10-14h; The residual thing of pyrogenic mikrobe dead volume is implemented to remove; Remove the metallic impurity ion, and make hydrogen ion substitute the calcium ion in the solidifying substance, the opening structure skeleton of exposed grains;

6, hot water rinsing: the mud granule after acidification adopts 70-90 ℃ hot water rinsing and adjusts pH value for neutral;

7, water vapor is physically activated: the mud granule after the rinsing is got into the hot water and steam bed carry out physically activatedly, the hot water and steam flow is 250mL/min, and soak time is 1.0-2.0h;

8, high-temperature activation: in the mud granule thing input high temperature resistance furnace that will be physically activated, the control heating rate is 20 ℃/min, and the activation temperature of secluding air is 700-740 ℃, and soak time is 1.0-2.0h;

9, micro-porous adsorption agent finished product: the tail gas that in the high-temperature activation process, produces adopts the reverse scavenging air clean environment firendly of double-tower type rotary spray apparatus processes, and at this moment, the micro-porous adsorption agent has prepared completion;

10, hybrid charge sorbent material finished product: after the micro-porous adsorption agent finished particle of gained is processed as a certain size particle; It is mixed with acidic aluminum sol and silicon sol, and blending ratio is 20: 20: 10, puts into High Temperature Furnaces Heating Apparatus through the blended material and handles; Treatment temp is 650-700 ℃; Constant temperature 1h, the material after pyroprocessing is processed hybrid charge sorbent material finished product through grinding and processing after the cooling of coming out of the stove again.

The beneficial effect of the described technical scheme of the utility model application is described below:

1, through the described sewage disposal device of the utility model system; Its floor space is little; After the WWT; Can reach the reuse requirement fully, be that whole plant rolls into one from the WWT to the sludge treatment by it, adapts to Sewage treatment systems and realize that optimum operation, cleaner production, tool WWT more show the effect that environmental benefit plays resource utilization, innoxious, non-secondary pollution;

2, the utility model provides a kind of and gets into preliminary sedimentation tank from sewage and begin until the process of the qualified reuse of WWT; The mud that is produced is made sorbent material and hybrid charge sorbent material thereof in same system equipment; Be applied to fine filtering material in this system again; Be a kind of recycling utilization of bazardous waste in same device systems that reach, played effect, and solved the significant problem that mud transports issuable secondary pollution in the treating processes outside with dirty pollution treatment;

3, the method for device systems of the utility model and WWT thereof; System has adopted and in whole pollution treating processes, has implemented the classification sterilization; Mud decrement, classification decolouring, the smart filter of classification absorption, classification are to means such as organism degradation, compound smart filters; Reach applied widely, all can use the WWT that sewage, medical sewage, trade effluent etc. are complicated.

Description of drawings

Fig. 1 is the functional block diagram of the said Sewage treatment systems equipment of the utility model application;

Fig. 2 is the first embodiment synoptic diagram of the said Sewage treatment systems equipment of the utility model application;

Wherein, 1 for preliminary sedimentation tank, 2 for the foreign material hurdle at a distance from the solid-liquid separation lock, 3 for intake pump, 4 for sludge pump, 5 for scorching hot felt, 6 for water receiver, 7 for manhole, 8 for pond throw out, 9 be first water pump, 10 for the recirculation water holding tank, 11 for ozonizer, 12 for anti-water one-way valve, 13 for gas-water mixer, 14 for ozone-water reactor, 15 for ozone destroy device and gas filter, 16 for force (forcing) pump, 17 for sewage draining exit, 18 for pressurization control valve, 19 for granulated active carbon, 20 for the activated carbon filtration fixed bed, 21 for reverse filtration tank, 22 for manhole, 23 be second water pump, 24 for the pressurization table, 25 for hay tank, 26 for forcing pipe, 27 for clean water basin, 28 be the 3rd water pump, 29 for ultraviolet water treater, 30 for water outlet;

Fig. 3 is the cross-sectional view of scorching hot felt waste disposal plant among Fig. 2 embodiment;

Wherein, 1 be water inlet pipe, 2 for the pump front filter, 3 for blow-down pipe, 4 for high temperature resistant bed course, 5 for scorching hot felt, 6 for hot steam collect mouthful, 7 for casing, 8 for the atomised jet head, 9 for the automatic air-inhaling and exhausting valve, 10 for manhole, 11 for water outlet, 12 for heat pipe, 13 for anti-turbid dividing plate, 14 be sewage draining exit;

Fig. 4 is the second embodiment synoptic diagram of the said Sewage treatment systems equipment of the utility model application;

Wherein, 1 for preliminary sedimentation tank, 2 for the foreign material hurdle at a distance from the solid-liquid separation lock, 3 for intake pump, 4 for sludge pump, 5 for water tank, 6 for manhole, 7 for the automatic air-inhaling and exhausting valve, 8 for rectilinear ultrasonic atomizer, 9 for droplet device, 10 be first water pump, 11 for the recirculation water holding tank, 12 for ozonizer, 13 for anti-water one-way valve, 14 for gas-water mixer, 15 for ozone-water reactor, 16 for ozone destroy device and gas filter, 17 for force (forcing) pump, 18 for throw out arrange clearly mouthful, 19 for pressurization control valve, 20 for granulated active carbon, 21 for the activated carbon filtration fixed bed, 22 for reverse filtration tank, 23 for manhole, 24 be second water pump, 25 for the pressurization table, 26 for hay tank, 27 for forcing pipe, 28 for clean water basin, 29 be the 3rd water pump, 30 for ultraviolet water treater, 31 for water outlet;

Fig. 5 is the structural representation of rectilinear supersonic atomizer among Fig. 4 embodiment;

Wherein, 1 is that water inlet pipe, 2 is that vapor pipe, 3 is that manhole, 4 is that tank body, 5 is that ultrasonic atomizer, 6 is that droplet device, 7 is a rising pipe;

Fig. 6 is the 3rd an embodiment synoptic diagram of the said Sewage treatment systems equipment of the utility model application;

Wherein, 1 for preliminary sedimentation tank, 2 for the foreign material hurdle at a distance from the solid-liquid separation lock, 3 for intake pump, 4 for sludge pump, 5 for sewage lagoon, 6 for the horizontal ultrasonic wave sewage treatment unit of level, 7 for the rotation scraping arm, 8 for from arrange sniff valve, 9 for the sewage lagoon throw out, 10 for induced draft fan, 11 for automatic exhaust steam valve, 12 for the fog holding tank, 13 for the recirculation water holding tank, 14 for ozonizer, 15 for anti-water one-way valve, 16 for gas-water mixer, 17 for ozone-water reactor, 18 for ozone destroy device and gas filter, 19 for force (forcing) pump, 20 for throw out arrange clearly mouthful, 21 for pressurization control valve, 22 for granulated active carbon, 23 for the activated carbon filtration fixed bed, 24 for reverse filtration tank, 25 for manhole, 26 for water pump, 27 for the pressurization table, 28 for hay tank, 29 for forcing pipe, 30 for clean water basin, 31 for water pump, 32 for ultraviolet water treater, 33 for water outlet;

Fig. 7-1 and 7-2 are the outside drawing and the upward view of the horizontal ultrasonic wave sewage treatment unit of level among Fig. 6 embodiment; Wherein, 1 be the hot steam inlet mouth, 2 for axial wall, 3 for gas tube, 4 for the rotation scraping arm, 5 for jet orifice, 6 for the scale removal hairbrush, 7 for the horizontal atomising head of UW, 8 for sewage, 9 for housing, 10 for pond wall body, 11 for leaking hole;

Fig. 8 is the structural representation of fog collector among Fig. 6 embodiment;

Wherein, 1 clear mouth for throw out for water outlet, 7 for tank body, 6 for manhole, 5 for venting port, 4 for droplet device, 3 for fog import, 2;

Fig. 9 is the structural representation of the utility model application ozone-water reactor;

Wherein, 1 is that water-in, 2 is that automatic exhaust steam valve, 3 is that body skin, 4 is that inner housing, 5 is that water outlet, 6 is that the circulation mouth of a river, 7 is that shell blow-off pipe, 8 is that blow-off pipe, 9 is that gac reaction sphere, 10 is that manhole, 11 is that recycle pump, 12 is that tank level control on-line monitoring device, 13 is that liquid level, 14 is the recirculated water buffer zone;

Figure 10-1 and 10-2 are the sectional view and the cross-sectional structure synoptic diagram of hay tank in the utility model application composite filtering equipment;

Wherein, 1 be water-in, 2 for forcing pipe, 3 for vertical Filter column, 4 for the sealing supporting plate, 5 for manhole, 6 for the side water outlet, 7 for lower outlet, 8 for gas exhaust duct, 9 for water pipe, 10 for housing, 11 for granule adsorbent, 12 for the hybrid charge sorbent material, 13 for the drainage hole plate, 14 for dividing plate, 15 for total water outlet, 16 for foreign material relief outlet, 17 for prop;

Figure 11 is the said process flow chart of mud being processed micro-porous adsorption agent and hybrid charge sorbent material of the utility model application;

Wherein, 1 for mud, 1A be in the mud mikrobe live body and dead volume, 2 for the artificial deactivation operation, 3 of forcing for solidifying or semicure operation, 4 is hybrid charge sorbent material finished product operation for parcel aluminium-silicon network skeleton operation, 11 for micro-porous adsorption agent finished product operation, 10 for high-temperature activation operation, 9 for the physically activated operation of water vapor, 8 for hot water rinsing process, 7 for acidifying stripping process, 6 for the physically activated operation of hot anoxybiotic, 5;

Figure 12 and 13 is process flow charts of the said sludge treatment device of the utility model application;

Wherein, A1 be automatic opening door, A2 be high-oxygen water cleaning unit, A3 be mud car discharge chamber, A4 be closed mud pre-process chamber, A5 be air cleaning unit, A6 be watch-keeping cubicle, A7 be transparent work look plate, A8 be mud puopulsion unit, A9 be the thermalization of anoxybiotic formula handle stove, A10 be thermalization gas environment-friendly processing unit, A11 be hydrolock inflammable gas collection and treatment device, A12 be hermatic door, A13 first conveying belt, A14 be second conveying belt, A15 be sludge curing device, A16 be hyperoxia aquatic products and device, A17 be ozonizer, A18 be artificial deactivation forcing device, B1 be tail gas environment-friendly processing unit, B2 be shearing mixing device, B3 be sealed delivery system unit, B4 be watch-keeping cubicle, B5 be high wind unit, B6 be ageing storehouse, B7 be ribbon feeder, B8 for the anoxybiotic thermalization handle stove, B9 be grain refine device, B10 be automatically controlled sluice valve, B11 be conveying belt, B12 for strengthen groove, B13 is that dirt discharge groove, B14 are that hot water rinsing bath, B15 are that high-temperature activation stove, B16 are that acidulated pool, B17 are the hot water and steam bed.

Embodiment

With concrete embodiment the described device systems of the utility model is described below; Be to be understood that for illustration among the embodiment and process be better to understand the technology contents of the utility model for the public; Rather than to the restriction of the technology contents of the utility model; In the spirit of not violating the utility model content, the improvement of being done all is within the utility model application scope required for protection.

As shown in Figure 1; Described Sewage treatment systems equipment comprises sewage filter device, equipment for separating liquid from solid, (equipment for separating liquid from solid comprises ultrasonic wave sewage treatment unit or scorching hot felt waste disposal plant) ozonizer, gas-water mixer, ozone-water reactor, composite filtering equipment and ultraviolet water treater; The sewage filter device that is used to carry out sewage water filtration is connected with equipment for separating liquid from solid and communicates; Mud in the sewage separates in equipment for separating liquid from solid with liquid; After the fog collection device of sewage in equipment for separating liquid from solid collected, the input gas-water mixer was after the ozone that ozonizer produced simultaneously also gets into gas-water mixer and the sewage of input mixes fully; Be delivered to ozone-water reactor again; Gas-water mixer communicates with the output gas pipeline and the ozone-water reactor of fog collection device and ozonizer, and the sewage after handling through ozone-water reactor gets into composite filtering equipment, and this composite filtering equipment comprises reverse activated carbon filtration tower and several hay tanks that connects successively; Be filled with sorbent material and hybrid charge sorbent material in the described hay tank; Water through after the composite filtering equipment processing gets into tank, delivers in the ultraviolet water treater through water pump and handles, and obtains backwater after the processing.

Further; The exhausted quantized Sewage treatment systems equipment of described mud also comprises sludge treating system equipment; This equipment is converted into granule adsorbent and hybrid charge sorbent material with the mud that is produced in the sewage treatment process, and is applied in the hay tank of described composite filtering equipment.

The sewage works of the sewage source of this case study on implementation in the utility model applicant enterprise, this treatment station is made up of domestic sewage processing system and industrial wastewater treatment system, and a day processing wastewater flow rate is 1000 tons.

Two kinds of sewage of this sewage works are respectively got 50T, mix the back and get into preliminary sedimentation tank.

The Sewage treatment systems equipment of the scorching hot felt water treatment device of embodiment one employing and treatment process thereof, process flow

Like Fig. 2, described method and apparatus comprises the content that is described below:

1,100 tons sewage is carried out solid-liquid separation with 4.8 tons operational throughput per hour by the scorching hot felt water treatment device in intake pump 3 inputting equipment systems through the foreign material hurdle by preliminary sedimentation tank 1 after solid-liquid separation lock 2 preliminary filtrations; The jet orifice of sewage through the tank body top is injected on the scorching hot felt 5 at tank body middle part; After the solid-liquid separation, liquid gets in the water receiver 6 of tank body bottom, also has the manhole 7 that some confessions are repaired on the tank body; Body refuse in the sewage is at the tank base post precipitation; Pump through sludge pump 4, supply to utilize in the follow-up operation, be made into sorbent material.

The scorching hot felt of scorching hot felt water treatment device scribbles the high-temperaure coating of good antiscale property, and its thermal source uses with the silicon controlled rectifier intermediate frequency heating method of thermal oil as heat-conducting medium, and the intermediate frequency power supply circuit adopts six pulse wave rectifier modes, and primary voltage is 380V; The thermal value 700 of Medium frequency induction coil, 000Kcal, the about 2000Kg of thermal oil that once injects; When scorching hot felt temperature increase to 140 ℃, 3.15 hours times spent, the diameter of scorching hot felt is 1.8M; When sewage through mechanical atomizing ejection, sprinkler nominal working pressure is 0.35mpa, water supply intensity 10-14L/min; When cloud point dropped on scorching hot felt, sewage partly was converted into water vapor under the heat effect of scorching hot felt, partly be converted into hot water; Flowing water shallow ridges through scorching hot felt face is discharged to the bottom of this device and discharges the entering tank by water outlet, and the water vapor of rising transfers the liquid tank that gets into to through condensing works, at this moment; Water hardness greatly descends, and this operation is carried out the artificial deactivation of elementary high temperature to mikrobe in the water, has played the effect of sclerosis heavy metal ion and water sepn simultaneously.

2, the water after above-mentioned processing enters water receiver 6 and carries out nature cooling and post precipitation and get into through gas-water mixer 13 through first water pump 9 that (source of manufacturing ozone is a known technology in ozone-water reactors 14; No longer enumerate at this), the ozone that ozone reactor 11 generates also gets in ozone-water reactor 14 through gas-water mixer 13, also is connected with recirculation water holding tank 10 at gas-water mixer 13 upper reaches; Recirculation water holding tank 10 is connected in gas-water mixer 13 through anti-water one-way valve 12; Gas-water mixer 13 also is connected with force (forcing) pump 16, and the ozone in water concentration of ozone-water reactor 14 is 5g/T, contains ozone sewage through blended; Be transported in ozone-water reactor 14 by water pump; Netted water outlet sheds through the bottom of gac reaction sphere, and through pipeline water is re-entered water-in by the water outlet of reactor drum middle and lower part through another water circulating pump, and the reaction times is 2min; In this reciprocal circulating reaction; Make the ozone in the water under the effect of gac, in water, cause Kettenreaktion, quickened ozone and be converted into hydroxyl radical free radical, be similar to O ₃/ H ₂O ₂Or O ₃The advanced oxidation process of/UV; Resistates at the reactor lower part beds of precipitation is regularly discharged at the sewage draining exit 17 of reactor bottom; The top of ozone-water reactor 14 also is connected with ozone and destroys device and gas filter 15; Be used for unnecessary expellant gas is carried out deactivation and filtration, prevent atmospheric pollution.

3, through the sewage of advanced oxidation after pressurization control valve 18 is delivered to reverse filtration tank 21, from the bottom to top, through being placed on after granulated active carbon 19 on the activated carbon filtration fixed bed 20 handles; Get in the composite filtering equipment through second water pump 23, this device is made up of many groups hay tank 25, is respectively equipped with a plurality of vertical Filter columns in the hay tank 25; Every Filter column diameter is 200mm, and length is 1M, half of Filter column length; Have posticum, WP 1mpa is made up of in the Filter column bottom the filter screen of several layers different meshes; Sorbent material is loaded on every Filter column top; The hybrid charge sorbent material is loaded in the bottom, and interlayer is not established in the contact position of two kinds of sorbent materials, is natural contact; Be connected with forcing pipe 26 at the top of each hay tank 25, be used for hay tank 25 superchargings, to obtain better filter effect.

4, thorough clearly nothing muddiness, free from extraneous odour, the degree that the heavy metal free ion exists, water have after filtering been reached through the sewage behind the composite filtering equipment; Basically ozone gas and the strong oxidizer that produced are removed; Ozone in water concentration 0.008mg/L after the water after filtering flows into clean water basin 27, is input in the ultraviolet sterilization apparatus 29 through the 3rd water pump 28; Ultra-violet sterilization is a known technology to the processing of water; Here do not set forth, reach 1 grade of A emission standard, discharge through water outlet 30 through the water behind the ultra-violet sterilization.

Below, the structure of scorching hot felt water treatment device, ozone-water reactor and hay tank in the said equipment configuration of the utility model application is further detailed:

As shown in Figure 3; Described scorching hot felt water treatment device comprises the casing 7 with inner chamber, and water inlet pipe 1 after pressure pump gets into casing 7 tops, also has blow-down pipe 3 through pump front filter 2 on the water inlet pipe 1; Hypertonia in avoiding managing; Casing 7 tops are provided with a plurality of atomised jet heads 8 that communicate with water inlet pipe 1, below atomised jet head 8, are provided with the more than one scorching hot felt 5 of dislocation up and down, and there is multiple tracks flowing water shallow ridges on scorching hot felt 5 surfaces; The pyrotoxin of scorching hot felt 5 is an intermediate frequency heat conduction well heater; Be provided with a plurality of heat pipes 12 in the scorching hot felt 5, scorching hot felt 5 temperature are controlled between 120-140 ℃, and the bottom of scorching hot blanket 5 below casings is provided with little solid thing settling region and is positioned at the sewage draining exit 14 of bottom, little solid thing settling region; Sewage draining exit 14 tops are provided with antifouling dividing plate 13; Below the scorching hot felt 5 of casing inner wall, be provided with the high temperature resistant bed course 4 that is used to support scorching hot felt 5, for supplying sewage to flow into the water channel of bottom of shell, the top of casing has automatic air-inhaling and exhausting valve 9 between scorching hot felt 5 and the high temperature resistant bed course 4; The top that casing 7 is positioned at scorching hot felt 5 has the hot steam collection mouth 6 of heating steam entering and connects the heat exchanger that hot steam is converted into liquid, and the casing bottom has the effusive water outlet 11 of confession clear water.

Like Fig. 9, described ozone-water reactor is a telescoping structure, two-layer cavity inside and outside having; Inner chamber is the air water reaction chamber, and exocoel is an air water circulating reaction cushion chamber, and inner chamber and exocoel have inner housing 4 and body skin 3 respectively; The top of inner housing 4 is equipped with the automatic exhaust steam valve 2 and the tank level control on-line monitoring device 12 that is used to monitor liquid level that is used for to the inner chamber decompression, and the part of inner chamber between liquid level 13 and inner chamber table portion is equipped with gac reaction sphere 9, and this reaction sphere top is waterproof; The bottom is netted water outlet; In granulated active carbon is housed, the granulated active carbon volume of being adorned accounts for the 15%-98% of reaction sphere cavity volume, the mixture of ozone and sewage gets into reaction sphere by the vertical water-in of inner housing 1 and reacts; Netted water outlet through the bottom of reaction sphere flows out; Mix with the inner chamber water body, the bottom of inner chamber has the circulation mouth of a river 6 and gets into exocoel, and body skin 3 is provided with water circulating pump 11 and connects exocoel and water-in 1; The sewage that gets in the exocoel is pumped in the gac reaction sphere 9 again, so circulate; Have shell blow-off pipe 7 in exocoel bottom and communicate, be used for residual mud is discharged, also have on the inner housing 4 and supply reacted water to discharge the water outlet 5 of body skin 3 with the blow-off pipe of opening in intracavity bottom 8, and the manhole 10 of a plurality of confession maintenance usefulness.

With shown in the 10-2, described hay tank comprises housing 10 like Figure 10-1, is divided into two chambers up and down by dividing plate 14 in the hay tank; Upper chamber and bottom chamber are equipped with a plurality of vertical Filter columns 3 respectively, are loaded with the two or more granule adsorbent of natural layering in each Filter column 3, comprise the particle absorption husky 11 and hybrid charge sorbent material 12 of being processed by mud; Be provided with water-in 1 and forcing pipe 2 on the top of hay tank tank body; Forcing pipe 2 connects force (forcing) pump, is provided with the water pipe 9 that a plurality of two ends are opened on upper chamber and lower chambers respectively in the tank body outside, flows to lower chambers to realize the liquid after the filtration by upper chamber; The inboard of chamber up and down be respectively equipped with above being positioned at sealing supporting plate 4 be positioned at below drainage hole plate 13; The two ends of each vertical Filter column 3 distribute and are fixed in sealing supporting plate 4 and drainage hole plate 13, and vertical Filter column 3 lower sidewall have a plurality of side water outlets 6, and the bottom has lower outlet 7; Be provided with total water outlet 15 and foreign material relief outlet 16 in the bottom of lower chambers; Also be provided with gas exhaust duct 8 on the side walls of upper chamber and lower chambers, the sidewall of hay tank tank body also has several manholes 5, and outside is provided with several props 17.

The Sewage treatment systems equipment of the rectilinear ultrasonic wave sewage treatment unit of embodiment two employings and treatment process thereof, process flow

As shown in Figure 4:

1, with the combined sewage of each 50 tons sewage and industrial sewage; By preliminary sedimentation tank 1 through the foreign material hurdle at a distance from solid-liquid separation lock 2 is preliminary filter after; In the water tank 5 in intake pump 3 inputting equipment systems, mud is discharged through the sludge pump 4 of water tank 5 bottoms, is used for the making of follow-up sorbent material; Sewage gets in the rectilinear supersonic atomizer behind water tank 5 and carries out solid-liquid separation; Rectilinear supersonic atomizer comprises the downward ultrasonic atomizer of a plurality of splash heads 8; Its below is provided with droplet device 9; Sewage in tank base, is delivered in ozone-water reactor through first water pump 10 after droplet device 9 is collected again, also is provided with automatic exhaust steam valve 7 at the top of said rectilinear supersonic atomizer tank body.

2, the water after above-mentioned processing gets into (source of making ozone is a known technology, no longer enumerates at this) in ozone-water reactor 15 through first water pump 10 through gas-water mixer 14, and the ozone that ozone reactor 12 generates also gets in ozone-water reactor 15 through gas-water mixer 14; Also be connected with recirculation water holding tank 11 at gas-water mixer 14 upper reaches, recirculation water holding tank 11 is connected in gas-water mixer 14 through anti-water one-way valve 13, and gas-water mixer 14 also is connected with force (forcing) pump 17; The ozone in water concentration of ozone-water reactor 15 is 5g/T; Contain ozone sewage through blended, be transported in ozone-water reactor 15 by water pump, netted water outlet sheds through the bottom of gac reaction sphere; And through pipeline water is re-entered water-in by the water outlet of reactor drum middle and lower part through another water circulating pump; Reaction times is 2min, in this reciprocal circulating reaction, makes the ozone in the water under the effect of gac, in water, cause Kettenreaktion; Quicken ozone and be converted into hydroxyl radical free radical, be similar to O ₃/ H ₂O ₂Or O ₃The advanced oxidation process of/UV; Resistates at the reactor lower part beds of precipitation is regularly discharged at the sewage draining exit 18 of reactor bottom; The top of ozone-water reactor 15 also is connected with ozone and destroys device and gas filter 16; Be used for unnecessary expellant gas is carried out deactivation and filtration, prevent atmospheric pollution.

3, through the sewage of advanced oxidation after pressurization control valve 19 is delivered to reverse filtration tank 22, from the bottom to top, through being placed on after granulated active carbon 20 on the activated carbon filtration fixed bed 21 handles; Get in the composite filtering equipment through second water pump 24, this device is made up of many groups hay tank 26, is respectively equipped with a plurality of vertical Filter columns in the hay tank 26; Every Filter column diameter is 200mm, and length is 1M, half of Filter column length; Have posticum, the filter screen of different meshes with the end, WP 1mpa are adorned in the Filter column bottom; Sorbent material is loaded on every Filter column top; The hybrid charge sorbent material is loaded in the bottom, and interlayer is not established in the contact position of two kinds of sorbent materials, is natural contact; Be connected with forcing pipe 27 at the top of each hay tank 26, be used for hay tank 26 superchargings, to obtain better filter effect.

4, thorough clearly nothing muddiness, free from extraneous odour, the degree that the heavy metal free ion exists, water have after filtering been reached through the sewage behind the composite filtering equipment; Basically ozone gas and the strong oxidizer that produced are removed; Ozone in water concentration 0.008mg/L after the water after filtering flows into clean water basin 28, is input in the ultraviolet sterilization apparatus 30 through the 3rd water pump 29; Ultra-violet sterilization is a known technology to the processing of water; Here do not set forth, reach 1 grade of A emission standard, discharge through water outlet 31 through the water behind the ultra-violet sterilization.

As shown in Figure 5; Described rectilinear ultrasonic wave sewage treatment unit comprises water tank 5 and the rectilinear supersonic atomizer 8 that is connected with water tank 5; Be provided with the fog collection device in the rectilinear supersonic atomizer 8; Described rectilinear supersonic atomizer has the tank body 4 of hollow, and the top of tank body 4 has water inlet pipe 1 and vapor pipe 2, and the downward ultrasonic atomizer 5 of a plurality of splash heads is installed in the tank body inside top; Sewage gets into tank body through water inlet pipe; After be arranged on the droplet device 6 at tank body middle part and collect, be delivered to ozone-water reactor through the rising pipe 7 that is installed in tank base through ultrasonic atomizer 5 atomizing again, the sidewall of said tank body 4 also has several manholes 3.

The Sewage treatment systems equipment of the horizontal ultrasonic wave sewage treatment unit of embodiment three employing levels and treatment process thereof, process flow

As shown in Figure 6:

1, with 100 tons the sewage and the combined sewage of industrial sewage; By preliminary sedimentation tank 1 through the foreign material hurdle at a distance from solid-liquid separation lock 2 is preliminary filter after; Get in the sewage lagoon 5 through water inlet pipe 3, the sewage lagoon throw out 9 of sewage lagoon 5 bottoms is discharged through sludge pump 4, is used for the making of follow-up sorbent material; In the present embodiment; Equipment for separating liquid from solid is the horizontal ultrasonic wave sewage treatment unit 6 of level; Be provided with the rotation scraping arm 6 that is used to clean above this device, described device is positioned on the liquid level of sewage lagoon 5, and on the housing at top, is provided with automatic sniff valve 8; Suck in the fog collector 12 through the sewage of induced draft fan 10 with atomizing, the top of this fog collector 12 is provided with automatic exhaust steam valve 11.

2, the water after above-mentioned processing gets into (source of making ozone is a known technology, no longer enumerates at this) in ozone-water reactor 17 through gas-water mixer 16, and the ozone that ozone reactor 14 generates also gets in ozone-water reactor 17 through gas-water mixer 16; Also be connected with recirculation water holding tank 13 at gas-water mixer 16 upper reaches, recirculation water holding tank 13 is connected in gas-water mixer 16 through anti-water one-way valve 15, and gas-water mixer 16 also is connected with force (forcing) pump 19; The ozone in water concentration of ozone-water reactor 17 is 5g/T; Contain ozone sewage through blended, be transported in ozone-water reactor 17 by water pump, netted water outlet sheds through the bottom of gac reaction sphere; And through pipeline water is re-entered water-in by the water outlet of reactor drum middle and lower part through another water circulating pump; Reaction times is 2min, in this reciprocal circulating reaction, makes the ozone in the water under the effect of gac, in water, cause Kettenreaktion; Quicken ozone and be converted into hydroxyl radical free radical, be similar to O ₃/ H ₂O ₂Or O ₃The advanced oxidation process of/UV; Resistates at the reactor lower part beds of precipitation is regularly discharged at the sewage draining exit 20 of reactor bottom; The top of ozone-water reactor 17 also is connected with ozone and destroys device and gas filter 18; Be used for unnecessary expellant gas is carried out deactivation and filtration, prevent atmospheric pollution.

3, through the sewage of advanced oxidation after pressurization control valve 21 is delivered to reverse filtration tank 24, from the bottom to top, through being placed on after granulated active carbon 22 on the activated carbon filtration fixed bed 23 handles; Get in the composite filtering equipment through second water pump 26, this device is made up of many groups hay tank 28, is respectively equipped with a plurality of vertical Filter columns in the hay tank 28; Every Filter column diameter is 200mm, and length is 1M, half of Filter column length; Have posticum, the filter screen of different meshes with the end, WP 1mpa are adorned in the Filter column bottom; Sorbent material is loaded on every Filter column top; The hybrid charge sorbent material is loaded in the bottom, and interlayer is not established in the contact position of two kinds of sorbent materials, is natural contact; Be connected with forcing pipe 29 at the top of each hay tank 28, be used for hay tank 28 superchargings, to obtain better filter effect.

4, thorough clearly nothing muddiness, free from extraneous odour, the degree that the heavy metal free ion exists, water have after filtering been reached through the sewage behind the composite filtering equipment; Basically ozone gas and the strong oxidizer that produced are removed; Ozone in water concentration 0.008mg/L after the water after filtering flows into clean water basin 30, is input in the ultraviolet sterilization apparatus 32 through the 3rd water pump 31; Ultra-violet sterilization is a known technology to the processing of water; Here do not set forth, reach 1 grade of A emission standard, discharge through water outlet 33 through the water behind the ultra-violet sterilization.

With shown in the 7-2, the horizontal ultrasonic wave sewage treatment unit of described level comprises the housing 9 that is installed on the liquid level of sewage primary sedimentation pond like Fig. 7-1, and housing 9 is positioned at pond wall body 10; The horizontal atomising head 7 of a plurality of UW is arranged on the interior position near sewage 8 liquid levels of housing; Above the horizontal atomising head 7 of UW, automatic descaling apparatus is housed, this device is made up of the rotation scraping arm 4 of the hollow more than one, and rotation scraping arm 4 is being provided with some jet orifices 5 facing to the atomising head direction; Rotate scraping arm 4 simultaneously and scale removal hairbrush 6 is housed with the position that the horizontal atomising head 7 of UW contacts; The propulsion source of rotation scraping arm 4 is to be driven through variator or strap speed varying by machine shaft, can do 360 ° suitable being rotated counterclockwise, and speed of rotation is 1-50 rev/min; Motor is located at the top of hull outside; The scraping arm rotating shaft is hollow structure and communicates with the rotation scraping arm, has hot steam inlet mouth 1 on the axial wall 2 of rotating shaft, the gas tube 3 of hot steam in superheated vapour inlet mouth 1 gets into rotating shaft; Through the horizontal atomising head 7 of jet orifice 5 hydro-peening UW of rotation scraping arm 4, between the horizontal atomising head 7 of UW, also be provided with a plurality of leaking holes 11 again.

Further, as shown in Figure 8, also comprise the fog collection device with the horizontal ultrasonic wave sewage treatment unit of described level; Described fog collection device comprises induced draft fan and the fog collector that links to each other with induced draft fan, and induced draft fan communicates with above-mentioned case top, and fog collector comprises the tank body 5 of hollow; The top of tank body 5 has fog import 1; Fog import 1 links to each other with droplet device 2, and tank body 5 belows have water outlet 6, and the bottom has throw out and clears mouth 7; The tank body top has venting port 3, also has several manholes 4 on tank body 5 sidewalls.

Embodiment 4 is converted into mud the equipment and the method for the sorbent material in fine duct of nano level and hole

Shown in figure 11, described mud is converted into the method for granule adsorbent and hybrid charge sorbent material, comprise following step:

1. dehydration: with the mud cake that obtains water ratio 70%-60% after the dehydration of mud process;

2. pressure deactivation: utilize in the mud individual with the complicated thalline structure of the mikrobe that exists naturally as pore former, and carry out deactivation with complicated thalline structure with described mikrobe is individual;

3. solidify or semicure: the mud after the deactivation is delivered in the primary curing reaction equipment, mixes with the quicklime that accounts for mud weight 10%, mixing time is 20-30min, and this moment, the mud temperature was 50-70 ℃;

4. the solid hole of hot anoxybiotic reaction: through solidifying or the mud of semicure is particulate state, draw off, get into the pyrolytic reaction still by the discharge opening of primary curing reaction equipment; Temperature in the still is 70-90 ℃, and input speed is 20-40kg/min, after mud all gets into reaction kettle; Close opening for feed, make to be the anoxybiotic running status in the reaction kettle, the temperature raising speed control is at 30 ℃/min in the still; Whole temperature is 220 ℃, keeps constant temperature 1h, and mud gets into ageing storehouse nature ageing 48h after going out still;

5. acidifying stripping process: will pass through the aged naturally mud of 48h again and be invested in the acidizing unit; The sulfuric acid liquid of employing 20% is to mud static immersing 10-14h; The residual thing of pyrogenic mikrobe dead volume is implemented to remove; Remove the metallic impurity ion, and make hydrogen ion substitute the calcium ion in the solidifying substance, the opening structure skeleton of exposed grains;

6. hot water rinsing: the mud granule after acidification adopts 70-90 ℃ hot water rinsing and adjusts pH value for neutral;

7. water vapor is physically activated: the mud granule after the rinsing is got into the hot water and steam bed carry out physically activatedly, the hot water and steam flow is 250mL/min, and soak time is 1.0-2.0h;

8. high-temperature activation: in the mud granule thing input high temperature resistance furnace that will be physically activated, the control heating rate is 20 ℃/min, and the activation temperature of secluding air is 700-740 ℃, and soak time is 1.0-2.0h;

9. micro-porous adsorption agent finished product: the tail gas that in the high-temperature activation process, produces adopts the reverse scavenging air clean environment firendly of double-tower type rotary spray apparatus processes, and at this moment, the micro-porous adsorption agent has prepared completion;

10. hybrid charge sorbent material finished product: after the micro-porous adsorption agent finished particle of gained is processed as a certain size particle; It is mixed with acidic aluminum sol and silicon sol, and blending ratio is 20: 20: 10, puts into High Temperature Furnaces Heating Apparatus through the blended material and handles; Treatment temp is 650-700 ℃; Constant temperature 1h, the material after pyroprocessing is processed hybrid charge sorbent material finished product through grinding and processing after the cooling of coming out of the stove again.

The residual sludge of each operation in the WWT is collected altogether 1.3T dehydration back send to sludge treating system by the automatic transport instrument, this system utilizes the dead volume mikrobe that is present in the mud to carry out manual work to force deactivation and living microorganism as pore former, and living microorganism is carried out manual work pressure deactivation; Prepare full dead volume mikrobe; Through mud is carried out shredding after the snap cure, under continual condition, get into the converter of high temperature anoxybiotic, carry out the solid hole of mummification; Make the mikrobe dead volume as the pore-forming instrument; Create every gram mud hundreds of millions of micropore cave and duct, and utilize chemical oxidizing agent that the mikrobe dead volume is carried out removing after the carbonization, again through physics high-temperature activation means; Produce the highly dense nanometer level microporous cave and the granule adsorbent in duct; And utilize this sorbent material to examine for base, and outer loading silicon, aluminium mesh skeleton medium are made into multi-functional hybrid charge sorbent material, and this treatment process is the current ozone inactivating device of mud.

In conjunction with Figure 12 and Figure 13, the process of using the said sludge treating system equipment of the utility model to carry out sludge treatment is following: mud contacts with the ozone reverse circulation from top to bottom, and the reaction times is 20min, and the ozone injected volume is 12g/L; To pass through the mud of deactivation and sent in the primary curing reaction equipment by the automatic transport equipment, this is equipped with horizontal multi-layer ribbon composition and does round the shearing, and adds the quicklime mixing that accounts for mud weight 10%, and mixing time is 25min; This moment, the mud temperature was about about 60 ℃, and mud becomes size particles shape body, is emitted by discharge opening, directly gets into the pyrolytic reaction still; When mud got into reaction kettle, the temperature in the still was 80 ℃, and input speed is 30kg/min, after mud all gets into reaction kettle; Close opening for feed, make to be the anoxybiotic running status in the reaction kettle, the temperature raising speed control is at 30 ℃/min in the still, and whole temperature is 220 ℃; Keep constant temperature 1H, mud gets into ageing storehouse nature ageing 48h after going out still, will pass through the aged naturally mud of 48h again and be invested in the acidizing unit; Adopt 20% sulfuric acid liquid to mud static immersing 12h, act on the residual thing of pyrogenic mikrobe dead volume is implemented to remove, and act on and remove the metallic impurity ion; Act on hydrogen ion and substitute the calcium ion that adds solidifying substance, the opening structure skeleton of exposed grains is after the mud granule after the acidification adopts 80 ℃ of hot water rinsings and adjusts pH value; Entering hot water and steam bed carries out physically activated, and the hot water and steam flow is 250mL/min, and soak time is 1.5h; In physically activated mud granule thing input high temperature resistance furnace, the control heating rate is 20 ℃/min, and the activation temperature of secluding air is 720 ℃; Soak time is 1.5h, and the tail gas that in this reactivation process, produces adopts the reverse scavenging air clean environment firendly of double-tower type rotary spray apparatus processes, at this moment; Sorbent material has been made completion, and the weight of gained finished particle sorbent material is 1T, and the finished product sorbent material of gained is reprocessed to behind a certain size the particle; Get its 50% weight and make multi-functional hybrid charge sorbent material, granule adsorbent is mixed with acidic aluminum sol and silicon sol, blending ratio is 20: 20: 10; Put into High Temperature Furnaces Heating Apparatus through the blended material and handle, treatment temp is 680 ℃, constant temperature 1h; Material after pyroprocessing is processed finished product through grinding and processing after the cooling of coming out of the stove again, and above-mentioned two kinds of made sorbent materials all are applied in the device of combined filtration of the utility model as the Filtration Adsorption agent.

Claims (9)

1. a mud cuts off quantized Sewage treatment systems equipment; It is characterized in that: described system device comprises sewage filter device, equipment for separating liquid from solid, ozonizer, gas-water mixer, ozone-water reactor, composite filtering equipment and ultraviolet water treater; The sewage filter device that is used to carry out sewage water filtration communicates with equipment for separating liquid from solid; Be used for that the foreign material of sewage and sewage are carried out isolating equipment for separating liquid from solid and communicate, after the fog collection device of sewage in equipment for separating liquid from solid collected, get into gas-water mixer with gas-water mixer; Ozonizer communicates with gas-water mixer; Gas-water mixer communicates with ozone-water reactor, and ozone-water reactor communicates with composite filtering equipment, and the sewage after handling through ozone-water reactor gets into composite filtering equipment; This composite filtering equipment comprises reverse activated carbon filtration tower and several hay tanks that connects successively; Be filled with granule adsorbent and hybrid charge sorbent material in the described hay tank, the sewage after handling through composite filtering equipment gets into tank, delivers in the ultraviolet water treater again and handles.

2. system device according to claim 1; It is characterized in that: the exhausted quantized Sewage treatment systems equipment of described mud also comprises sludge treating system equipment, described sludge treating system equipment comprise to mud be cured or the primary curing reaction equipment of semicure, carry out the solid hole of hot anoxybiotic reaction the pyrolytic reaction still, carry out the acidifying demoulding acidizing unit, carry out the physically activated hot water and steam bed of water vapor, carry out the high temperature resistance furnace of high-temperature activation and carry out the High Temperature Furnaces Heating Apparatus of hybrid charge sorbent material finished product.

3. system device according to claim 1 is characterized in that: described equipment for separating liquid from solid comprises ultrasonic wave sewage treatment unit or scorching hot felt waste disposal plant.

4. system device according to claim 3 is characterized in that: described ultrasonic wave sewage treatment unit comprises rectilinear ultrasonic wave sewage treatment unit or the horizontal ultrasonic wave sewage treatment unit of level.

5. system device according to claim 4; It is characterized in that: described rectilinear ultrasonic wave sewage treatment unit comprise water tank and with the tank connected rectilinear supersonic atomizer of water storage; Be provided with the fog collection device in the rectilinear supersonic atomizer; Described rectilinear supersonic atomizer has the tank body of hollow, and the top of tank body has water inlet pipe and vapor pipe, and the downward ultrasonic atomizer of a plurality of splash heads is installed in the tank body inside top; Sewage gets into tank body through water inlet pipe;, be delivered to gas-water mixer through the rising pipe that is installed in tank base again and mix with ozone gas after be arranged on the fog collection device at tank body middle part and collect through ultrasonic atomizer atomizing, described fog collection device is the droplet device that is installed in the middle part of the tank body; Sewage drops on tank base after the droplet device is collected, after the rising pipe that is installed in tank base is delivered to gas-water mixer with behind the ozone thorough mixing, be delivered to ozone-water reactor more again.

6. system device according to claim 4 is characterized in that: the horizontal ultrasonic wave sewage treatment unit of described level comprises the housing of device, and the horizontal atomising head of a plurality of UW is arranged on and is lower than liquid level in the housing and near the position of liquid level; Above the horizontal atomising head of UW, automatic descaling apparatus is housed, this device is made up of the rotation scraping arm of the hollow more than one, and the rotation scraping arm is being provided with some jet orifices facing to the atomising head direction; Rotate the position that scraping arm contacts with atomising head simultaneously the scale removal hairbrush is housed, the rotation scraping arm is driven through variator or strap speed varying by machine shaft, can do 360 ° along being rotated counterclockwise; Speed of rotation is 1-50 rev/min, and motor is located at hull outside, the rotating shaft of rotation scraping arm be hollow structure and link to each other with machine shaft and with rotate scraping arm and communicate; Have the hot steam inlet mouth on the axial wall of rotating shaft, the gas tube of hot steam in the superheated vapour inlet mouth gets into rotating shaft is again through rotating the horizontal atomising head of jet orifice hydro-peening UW of scraping arm; Between the horizontal atomising head of UW, also be provided with a plurality of leaking holes; Described fog collection device comprises induced draft fan and the fog collector that links to each other with induced draft fan, and induced draft fan communicates with the top of said housing, and fog collector comprises the tank body of hollow; The top of tank body has the fog import; The fog import links to each other with the droplet device, and the tank body below has water outlet, and the bottom has throw out and clears mouth; The tank body top has venting port, also has several manholes on the tank wall.

7. system device according to claim 3 is characterized in that: described scorching hot felt waste disposal plant comprises the casing with inner chamber; Water inlet pipe through the pump front filter after pressure pump gets into the casing top; Also have blow-down pipe on the water inlet pipe, the casing top is provided with a plurality of atomised jet heads that communicate with water inlet pipe, below the atomised jet head, is provided with the more than one scorching hot felt of dislocation up and down; There is multiple tracks flowing water shallow ridges on scorching hot felt surface; The pyrotoxin of scorching hot felt is an intermediate frequency heat conduction well heater, is provided with a plurality of heat pipes in the scorching hot felt, and scorching hot felt temperature is controlled between 90-200 ℃; The bottom of scorching hot blanket below casing is provided with little solid thing settling region and is positioned at the sewage draining exit of bottom, little solid thing settling region; The sewage draining exit top is provided with antifouling dividing plate, below the scorching hot felt of casing inner wall, is provided with the high temperature resistant bed course that is used to support scorching hot felt, between scorching hot felt and the high temperature resistant bed course is to supply flowing water to flow into the water channel of bottom of shell; The top of casing has the automatic air-inhaling and exhausting valve; The top that casing is arranged in scorching hot felt has hot steam that the hot steam that produced in the felt thermal process for liquid gets into and collects mouthful, and hot steam is collected and mouthful connected the heat exchanger that hot steam is converted into liquid, and the casing bottom has and supplies the effusive water outlet of clear water.

8. system device according to claim 1 is characterized in that: described ozone-water reactor is a telescoping structure, two-layer cavity inside and outside having; Inner chamber is the air water reaction chamber, and exocoel is an air water circulating reaction cushion chamber, and inner chamber and exocoel have inner housing and body skin respectively; The top of inner housing is equipped with the automatic exhaust steam valve and the tank level control on-line monitoring device that is used to monitor liquid level that is used for to the inner chamber decompression, and the part of inner chamber between liquid level and inner chamber table portion is equipped with the gac reaction sphere, and this reaction sphere top is waterproof; The bottom is netted water outlet; In granulated active carbon is housed, the granulated active carbon volume of being adorned accounts for the 15%-98% of reaction sphere cavity volume, the mixture of ozone and sewage gets into reaction sphere by the vertical water-in of inner housing and reacts; Netted water outlet through the bottom of reaction sphere flows out; Mix with the water body of inner chamber, the bottom of inner chamber has the circulation mouth of a river and gets into exocoel, and body skin is provided with water circulating pump and connects exocoel and water-in; The sewage that gets in the exocoel is pumped in the gac reaction sphere again, so circulate; Have the shell blow-off pipe in exocoel bottom and communicate, be used for residual mud is discharged, also have on the inner housing and supply reacted water to discharge the water outlet of body skin with the blow-off pipe of opening in intracavity bottom, and the manhole of a plurality of confession maintenance usefulness.

9. system device according to claim 1 is characterized in that: described hay tank comprises housing, and hay tank is divided into two chambers up and down by the dividing plate of inside; Upper chamber and bottom chamber are equipped with a plurality of vertical Filter columns respectively, are loaded with the two or more granule adsorbent of natural layering in each Filter column, comprise the husky and hybrid charge sorbent material of being processed by mud of particle absorption; Be provided with water-in and forcing pipe on the top of hay tank tank body; Capstan connects force (forcing) pump, is provided with the water pipe that a plurality of two ends are opened on upper chamber and lower chambers respectively in the tank body outside, flows to lower chambers to realize the liquid after the filtration by upper chamber; The inboard of chamber up and down be respectively equipped with above being positioned at the sealing supporting plate be positioned at below the drainage hole plate; The two ends of each vertical Filter column distribute and are fixed in sealing supporting plate and drainage hole plate, and vertical Filter column lower sidewall has a plurality of side water outlets, and the bottom has lower outlet; Be provided with total water outlet and foreign material relief outlet in the bottom of lower chambers; Also be provided with gas exhaust duct on the side walls of upper chamber and lower chambers, the sidewall of hay tank tank body also has several manholes, and outside is provided with several props.

Images