CN106316031A - Vertical solar-enhanced deep biological sludge drying system - Google Patents
Vertical solar-enhanced deep biological sludge drying system Download PDFInfo
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- CN106316031A CN106316031A CN201610877193.8A CN201610877193A CN106316031A CN 106316031 A CN106316031 A CN 106316031A CN 201610877193 A CN201610877193 A CN 201610877193A CN 106316031 A CN106316031 A CN 106316031A
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- 239000010802 sludge Substances 0.000 title claims abstract description 56
- 238000001035 drying Methods 0.000 title claims abstract description 34
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 17
- 239000010935 stainless steel Substances 0.000 claims abstract description 17
- 239000002131 composite material Substances 0.000 claims abstract description 6
- 230000002209 hydrophobic effect Effects 0.000 claims abstract description 6
- 239000012528 membrane Substances 0.000 claims abstract description 6
- 239000002689 soil Substances 0.000 claims abstract 2
- 239000000463 material Substances 0.000 claims description 62
- 238000002156 mixing Methods 0.000 claims description 17
- 230000000694 effects Effects 0.000 claims description 14
- 238000005276 aerator Methods 0.000 claims description 10
- 238000000855 fermentation Methods 0.000 claims description 9
- 230000004151 fermentation Effects 0.000 claims description 9
- 239000007795 chemical reaction product Substances 0.000 claims description 7
- 238000007599 discharging Methods 0.000 claims description 7
- 230000002146 bilateral effect Effects 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000010992 reflux Methods 0.000 claims description 3
- 238000012216 screening Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000008676 import Effects 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 7
- 238000010564 aerobic fermentation Methods 0.000 abstract description 5
- 238000005265 energy consumption Methods 0.000 abstract description 5
- 238000010168 coupling process Methods 0.000 abstract description 4
- 244000005700 microbiome Species 0.000 abstract description 4
- 230000008878 coupling Effects 0.000 abstract description 3
- 238000005859 coupling reaction Methods 0.000 abstract description 3
- 230000004087 circulation Effects 0.000 abstract description 2
- 230000009467 reduction Effects 0.000 abstract description 2
- 230000001808 coupling effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 19
- 239000007789 gas Substances 0.000 description 14
- 230000008569 process Effects 0.000 description 8
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 4
- 230000008859 change Effects 0.000 description 4
- 230000018044 dehydration Effects 0.000 description 4
- 238000006297 dehydration reaction Methods 0.000 description 4
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 4
- 238000004064 recycling Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000001704 evaporation Methods 0.000 description 3
- 239000010801 sewage sludge Substances 0.000 description 3
- 239000010902 straw Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000008020 evaporation Effects 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 230000001932 seasonal effect Effects 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 102000002322 Egg Proteins Human genes 0.000 description 1
- 108010000912 Egg Proteins Proteins 0.000 description 1
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- 238000009264 composting Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000011038 discontinuous diafiltration by volume reduction Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 235000013312 flour Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011081 inoculation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 244000000010 microbial pathogen Species 0.000 description 1
- 235000021049 nutrient content Nutrition 0.000 description 1
- 210000004681 ovum Anatomy 0.000 description 1
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- 238000005554 pickling Methods 0.000 description 1
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/02—Biological treatment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/20—Sludge processing
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Molecular Biology (AREA)
- Treatment Of Sludge (AREA)
- Drying Of Solid Materials (AREA)
Abstract
The invention discloses a vertical solar-enhanced deep biological sludge drying system, capable of carrying out drying treatment on dewatered sludge by means of a biological drying and solar drying two-stage coupling technology. The system includes but not limited to a mixer, a biological drying chamber, a solar drying chamber, a vibrating screen, an air blower, an aerating system, a gas collection system, a gas scrubber, a gas circulation system, a heat exchange device, an induced draft fan and an underground soil biological filter bed. The solar drying chamber is vertically arranged above the biological drying chamber, a hydrophobic composite membrane is laid at the inner side of a roof, and stainless steel chain plate(s) is/are installed at the single side or double sides of the roof. The system utilizes the coupling effect of the biological heat energy generated by aerobic fermentation of microorganism and the clean and renewable energy-solar energy to realize rapid drying of the sludge, has the characteristics of being high in drying efficiency, low in running energy consumption, small in land occupation area, and the like, and improves the reduction level and the resource utilization level of the sludge.
Description
Technical field
The invention belongs to resource and environment technical field, be specifically related to a kind of vertical solar energy enhanced sludge deep biology and do
Change system.
Background technology
Along with the fast development of China's urban wastewater treatment cause, sewage treatment plant's quantity is on the increase, mud generation amount
The most day by day increase.China's urban wastewater treatment firm quantity reaches more than 4000 at present, and mud year generation amount is (aqueous at 40,000,000 tons
Rate 80%) more than.Mud not only moisture content is high, volume is the hugest, and containing a large amount of hardly degraded organic substances, heavy metal and
Pathogenic microorganism and parasitic ovum etc., as processed without effective, easily cause secondary pollution, affect environmental improvement effect.
At present the Treatment of Sludge of China to concentrate, dehydration, but the moisture percentage in sewage sludge after concentrated dehydration be still up to 70% ~
80%, therefore, dewatered sludge is carried out drying and other treatment, be the key realizing recycling sludge treatment and use.
The sludge drying process of modernization is mainly heat drying, uses intensive mud drying device, passes through external heat
Moisture in mud is evaporated by source, thus reduces moisture percentage in sewage sludge.Energy consumption and the operating cost of sludge heat drying are higher, run pipe
Reason difficulty is relatively big, and drying equipment is harsh to service requirement, and it is improper to run, and there is the security risk of blast.The sludge drying of China
Technology is still in the starting stage, although built more than ten seat sludge heat drying projects, but the technology of Introduced From Abroad and setting mostly
Standby, and mostly use general exsiccator, apparatus adaptability can be undesirable, and system energy consumption is the highest, and operating cost remains high,
It is difficult to maintain stable operation.The sludge aerobic fermentation technique of China is the most necessarily applied, but there is fermentation time length, minimizing
The shortcomings such as DeGrain, floor space are big.
Relatively early, the exploitation and the cleaning that focus on energy-efficient new technique in recent years are cheap in external sludge drying technique starting
The utilization of the energy (such as solar energy).Biological dewatered is a kind of sludge drying new technique similar to aerobic compost, utilizes microorganism
The organic produced biological heat energy of degraded during aerobic fermentation, it is achieved the fast dewatering mummification of material and volume reduction decrement.Raw
Thing mummification is for the purpose of quickly reducing the moisture content in mud, but does not has external energy, and there is shortening in the most biological dewatered cycle
Space, and utilizing this clean energy resource of solar energy is a kind of feasible mode for external energy.
Mud solar energy desiccation mainly makes mud internal moisture accelerate outwards evaporation by solar radiation effect, then leads to
Cross Natural Circulation or the moisture of Sludge Surface is taken away by ventilation.Mud solar energy desiccation compared with traditional heat drying technology, energy
Consume little, operational and administrative expenses is low, the power consumption evaporating 1 t water is only the 1/30 of conventional thermal drying technique.While it is true, solar energy
The energy utilization efficiency of desiccation apparatus is relatively low, needs the longer time of staying and bigger floor space, it is therefore desirable at sewage
There is space, the most available place in treatment plant.And solar energy desiccation treatment effect is by weather and seasonal constraint, very
Be hard to keep uniformly, continuous print run, for these many solar energy desiccation techniques take thermal-arrest or with other auxiliary thermal source connected applications,
But which increase process costs.And even so, the engineer applied result in Germany shows that whole winter, mud was required for stopping
Staying in mummification workshop, this increases the floor space requirements of solar energy desiccation apparatus further.
Therefore, the restriction existed for above-mentioned technology, develop a kind of efficient sludge deep drying and other treatment technique with
System, for promoting recycling sludge treatment and use, lifting specific resistance to filtration industry level significant.
Summary of the invention
It is an object of the invention to according to city sludge minimizing and the demand of recycling treatment and the feature of dewatered sludge,
Propose a kind of vertical biological dewatered system of solar energy enhanced sludge deep, utilize solar energy desiccation and microorganism aerobic the principle of fermentation
Realize the efficient low-consume degree of depth drying and other treatment of dewatered sludge.
For achieving the above object, technical scheme is as follows: a kind of vertical solar energy enhanced sludge deep biology is done
Change system, it is characterised in that described system includes biological dewatered room, arranging aerating system bottom biological dewatered room, and material is at biology
Mummification room carries out quick biological drying;
Solar energy desiccation room, solar energy desiccation room is vertically arranged to the top of biological dewatered room, the discharge end warp of biological dewatered room
Dewatered sludge conveyer device is communicated to solar energy desiccation room, through the material of quick biological drying under solar green house effect effect
Remove moisture removal further;
Vibrosieve, the outfan of solar energy desiccation room is connected to vibrosieve, and the material after solar energy desiccation is entered by described vibrosieve
Row screening, oversize is back to biological dewatered room as back-mixing material, and siftage is end product.
The import department of biological dewatered room is provided with batch mixer, and described batch mixer is provided with dewatered sludge charging aperture, back-mixing material
Charging aperture and discharging opening, described back-mixing material charging aperture is connected to vibrosieve by pipeline, and described discharging opening is connected to by pipeline
Biological dewatered room, the oversize of vibrosieve enters batch mixer as back-mixing material from back-mixing material charging aperture, with dewatered sludge charging aperture
The dewatered sludge mix homogeneously in batch mixer entered, exports to biological dewatered room from discharging opening.
Described biological dewatered ceiling portion arranges hydrogen sulfide sensor and odor collection system, and odor collection system passes through pipeline
Being connected to the ground following formula geobiont filter bed through gas washer, gas washer is connected to the pipeline section of geobiont filter bed and also sets up
Gas-circulating system, gas-circulating system outfan is connected to aerating system by reflux line.
Bottom described biological dewatered room, telescopic temperature sensor is set, monitors the temperature of fermentation materials in real time, expose
Gas system connects aerator, and aerator is according to the wind supply quantity of the variations in temperature on-line control aerating system of fermentation materials.
Laying hydrophobic composite membrane inside the roofing of solar energy desiccation room, or bilateral roofing unilateral along solar energy desiccation room is installed not
Rust steel chain plate, Stainless Steel Chain Board input be provided above material distributing machine, described material distributing machine is done by dewatered sludge pipeline and biology
The dewatered sludge outlet changing room connects, and Stainless Steel Chain Board outfan is then connected to vibrosieve by conveyance conduit, and vibrosieve is to too
Material after sun energy mummification sieves, and oversize is back to batch mixer as back-mixing material, and siftage is end product.
Stainless Steel Chain Board inclination angle can regulate in the range of 15 ° ~ 30 °, away from solar energy desiccation room roofing height be 30cm ~
50cm;Stainless Steel Chain Board top arranges vertical baffle and prevents material from assembling downwards, and height of baffle plate is 10cm ~ 15cm.
Native system utilizes the biological heat energy of microorganism aerobic fermentation generation and the coupling of clean reproducible energy solar energy to make
With realizing the efficient low-consume degree of depth mummification of dewatered sludge, have the advantages that
1. the mud time of staying in systems is the 1/6 ~ 1/2 of 5 ~ 10d, only aerobic composting process, turns over throwing number of times few or not
Turning over throwing, treatment effeciency is greatly improved.System is affected less by weather and seasonal condition, and good operation stability can keep even
Reforwarding row, and without auxiliary thermal source.
2., owing to utilizing the coupling of the clean energy resource such as biological heat energy and solar energy, operation energy consumption is less than 12kW h/t
Wet mud (moisture content 80%).Using gas-circulating system and heat-exchange device, the efficiency of utilization of system is higher.By vibration
Coarse granule after sieve screening and adjuvant backflow, reduce supplementary product consumption, strengthen mummification effect, and operating cost is relatively low.
3. solar energy desiccation room and biological dewatered room use vertical superposition design, have saved the floor space of secondary process.
Fermentable produce heat can be solar energy desiccation room provide auxiliary thermal source, promote solar energy desiccation room operational efficiency and
Stability.Solar energy desiccation room can form heat-insulation layer to biological dewatered room, reduces heat loss, when using unilateral carrier bar to run also
The fermentation materials of biological dewatered indoor can be formed heat radiation, promote being smoothed out of biological dewatered process.Additionally, due to system
Treatment effeciency improves, and the floor space under the conditions of same treatment scale reduces.Use underground type geobiont filter bed, it is possible to save
Land used, and the environment compatibility of engineering with greenery patches Uniting around, can be promoted.
The most biological dewatered room arranges collection and confinement of gases, washing and blood circulation, improves gas utilization efficiency, saves aerator fortune
Row energy consumption, reduces odorous substance effusion.
Accompanying drawing explanation
Fig. 1 is the vertical biological dewatered process chart of solar energy enhanced sludge deep.
Figure is numbered: 1 is dewatered sludge;2 is batch mixer;3 is biological dewatered room;4 is material distributing machine;5 is solar energy desiccation
Room;6 is Stainless Steel Chain Board;7 is condensate draining;8 is vibrosieve;9 is aerator;10 is aerating system;11 is temperature sensor;
12 is hydrogen sulfide sensor;13 is odor collection system;14 is gas washer;15 is gas-circulating system;16 is heat exchange
Device;17 is air-introduced machine;18 is underground type geobiont filter bed.
Detailed description of the invention
Below in conjunction with accompanying drawing, the detailed description of the invention of the present invention is further described.
Embodiment 1
As it is shown in figure 1, the biological dewatered system and method for vertical solar energy enhanced sludge deep that the present invention provides, done by biology
Changing and two grades of vertical coupling techniques of solar energy desiccation carry out drying and other treatment to dewatered sludge, this system is dry by batch mixer 2, biology
Change room 3, material distributing machine 4, solar energy desiccation room 5, vibrosieve 8, aerator 9, aerating system 10, temperature sensor 11, hydrogen sulfide biography
Sensor 12, gas gathering system 13, gas washer 14, gas-circulating system 15, heat-exchange device 16, air-introduced machine 17 and underground
Formula geobiont filter bed 18 forms.
Wherein, arranging aerating system 10 bottom biological dewatered room 3, material is carried out biological dewatered by biological dewatered room 3.Described
Biological dewatered room 3 mattess under aerating system 10 and telescopic temperature sensor 11 sleeve are set, in real time monitoring is sent out
The temperature of ferment material, aerator 9 is according to the variations in temperature on-line control wind supply quantity of fermentation materials, enhanced biological mummification effect.
Solar energy desiccation room 5 is vertically arranged to the top of biological dewatered room 3, and the discharge end of biological dewatered room 3 is dirty through mummification
Mud conveyer device is communicated to solar energy desiccation 5 Room, enters one through the material of quick biological drying under solar green house effect effect
Step removes moisture removal.Material after biological dewatered is solid-state, and mode of movement includes ribbon conveyer, conveying worm, screw pump etc..
Vibrosieve 8, the outfan of solar energy desiccation room 5 is connected to vibrosieve 8, after described vibrosieve 8 is to solar energy desiccation
Material sieve, oversize is back to biological dewatered room 3 as back-mixing material, and siftage is end product.
Described top, biological dewatered room 3 arranges hydrogen sulfide sensor 12 and odor collection system 13;The foul smell collected enters
After entering gas washer 14 washing, it is partly refluxed to aerating system 10 through gas-circulating system 15, reduces the wind supply quantity of aerator 9
Release with odorous substance;After discharge gas reclaims heat in heat-exchange device 16 further, send into ground by air-introduced machine 17
Following formula geobiont filter bed 18 enters air after filtering.
Laying hydrophobic composite membrane inside the roofing of solar energy desiccation room 5, the moisture being evaporated in material is through hydrophobic composite membrane
Gathering to condensate draining 7 discharges system;According to requirement of system design, or bilateral roofing unilateral along solar energy desiccation room 5 is installed not
Rust steel chain plate 6;Stainless Steel Chain Board 6 inclination angle can regulate in the range of 15 ° ~ 30 °, away from solar energy desiccation room 5 roofing height be 30cm ~
50cm;Stainless Steel Chain Board 6 top arranges vertical baffle and prevents material from assembling downwards, and height of baffle plate is 10cm ~ 15cm.Carrier bar is water
Translation is dynamic.2, a mummification cycle is with regard to a stroke, and carrier bar moves to end Posterior circle to input, beginning next one mummification week
Phase.
The concrete technology flow process of the method is: dewatered sludge 1 enters in batch mixer 2, according to production engineering specifications, from shaking
The back-mixing of dynamic sieve 8 reflux dewatering mud weight 20% ~ 60% is expected in batch mixer 2, and adds the auxiliary of dewatered sludge weight 10% ~ 20%
Material, such as: straw, wheat bran, wood flour etc., the moisture content of regulation mixed material is 55% ~ 65%;Mixed material is delivered to biological dewatered room
Carrying out quick aerobic fermentation in 3, fermentation time is 5 ~ 7d;Gas in biological dewatered room 3 enters gas through odor collection system 13
Body scrubber 14 pickling, and it is partly refluxed to aerating system 10 by gas-circulating system 15, capacity of returns is 50% ~ 100%, discharge
After gas reclaims heat in heat-exchange device 16 further, send into underground type geobiont filter bed 18 by air-introduced machine 17 and filter
After enter air;Material after biological dewatered is uniformly distributed in above biological dewatered room 3 in solar energy desiccation room 5 through material distributing machine 4
Stainless Steel Chain Board 6 on, material slowly moves with Stainless Steel Chain Board 6, and removes further under solar green house effect effect
Moisture, drying time is 1 ~ 5d;Solar energy desiccation room 5 is assembled through the hydrophobic composite membrane of roofing from material evaporation moisture out
Discharging system to condensate draining 7, the material after mummification is delivered to vibrosieve 8 and sieves, and oversize is back to as back-mixing material
Batch mixer 2 mixes with dewatered sludge 1, and siftage is end product.
Said system and method are applied to certain urban wastewater treatment firm, and Design Treatment scale is 80,000 m3/ d, saprobia
Process and use A2/ O technique, Treatment of Sludge uses gravity concentration+centrifuge dehydration, and the moisture percentage in sewage sludge after dehydration is 74% ~ 78%.For
Solve mud to dissolve problem, have dewatered sludge drying engineering, specifically comprise the following steps that
1. dewatered sludge yield is 50 ~ 60t/d, and moisture content is 74% ~ 78%, by tape transport to horizontal ribbon batch mixer 2.
While conveying, add the straw of pulverizing and coarse granule back-mixing material that vibrosieve 8 sieves out, regulate mixed material moisture content
Being 55% ~ 65%, the dosage of straw and back-mixing material is respectively 6 ~ 8t/d and 20 ~ 30t/d.
2. in batch mixer 2 material of mix homogeneously by tape transport to biological dewatered room 3, by monitoring thing in real time
The wind supply quantity of the temperature online regulation aerator 8 of material and gas capacity of returns.After the biological dewatered process of 5d, mixed material contains
Water rate is down to about 45%.
The mixed material after the most biological dewatered Stainless Steel Chain Board 6 in material distributing machine 4 is uniformly distributed in solar energy desiccation room 5
On, material slowly moves with Stainless Steel Chain Board 6, and removes moisture removal under solar green house effect effect further, according to weather
With the change in season, drying time is 1 ~ 5d.
4. the mixed material after mummification is delivered to vibrosieve 8 and sieves, and dewatered sludge is adjusted by oversize as back-mixing material
Reason and inoculation, siftage is end product, and moisture content is 25% ~ 35%.Dewatered sludge decrement up to more than 50%, reduction
Substantially.The Lower heat value of end product is more than 8000kJ/kg, and colibacillus of excrement does not detects, and sanitary condition is good, and nutrient content is relatively
Height, has preferable recycling potentiality.
Claims (7)
1. the vertical biological dewatered system of solar energy enhanced sludge deep, it is characterised in that described system includes biological dewatered
Room, arranges aerating system bottom biological dewatered room, material carries out quick biological drying in biological dewatered room;
Solar energy desiccation room, solar energy desiccation room is vertically arranged to the top of biological dewatered room, the discharge end warp of biological dewatered room
Dewatered sludge conveyer device is communicated to solar energy desiccation room, through the material of quick biological drying under solar green house effect effect
Remove moisture removal further;
Vibrosieve, the outfan of solar energy desiccation room is connected to vibrosieve, and the material after solar energy desiccation is entered by described vibrosieve
Row screening, oversize is back to biological dewatered room as back-mixing material, and siftage is end product.
The vertical biological dewatered system of solar energy enhanced sludge deep the most as claimed in claim 1, it is characterised in that biological dewatered
The import department of room is provided with batch mixer, and described batch mixer is provided with dewatered sludge charging aperture, back-mixing material charging aperture and discharging opening, institute
Stating back-mixing material charging aperture and be connected to vibrosieve by pipeline, described discharging opening is connected to biological dewatered room, vibrosieve by pipeline
Oversize enter batch mixer as back-mixing material from back-mixing material charging aperture, the dewatered sludge entered with dewatered sludge charging aperture is mixed
Mix homogeneously in material machine, exports to biological dewatered room from discharging opening.
The vertical biological dewatered system of solar energy enhanced sludge deep the most as claimed in claim 1, it is characterised in that described biology
Mummification ceiling portion arranges odor collection system, and it is raw that odor collection system is connected to the ground following formula soil by pipeline through gas washer
Thing filter bed, gas washer is connected to the pipeline section of geobiont filter bed and also sets up gas-circulating system, and gas-circulating system exports
End is connected to aerating system by reflux line.
The vertical biological dewatered system of solar energy enhanced sludge deep the most as claimed in claim 1, it is characterised in that described life
Thing mummification arranges telescopic temperature sensor bottom room, monitors the temperature of fermentation materials in real time, and aerating system connects aerator,
Aerator is according to the wind supply quantity of the variations in temperature on-line control aerating system of fermentation materials.
The vertical biological dewatered system of solar energy enhanced sludge deep the most as claimed in claim 1, it is characterised in that the sun is competent
Changing and lay hydrophobic composite membrane inside the roofing of room, or bilateral roofing unilateral along solar energy desiccation room installs Stainless Steel Chain Board, rustless steel
Carrier bar input be provided above material distributing machine, the described material distributing machine discharge end by dewatered sludge conveyer device and biological dewatered room
Connecting, Stainless Steel Chain Board outfan is then connected to vibrosieve by conveyance conduit.
The vertical biological dewatered system of solar energy enhanced sludge deep the most as claimed in claim 5, it is characterised in that along solar energy
Mummification room is unilateral or Stainless Steel Chain Board installed by bilateral roofing;Stainless Steel Chain Board inclination angle regulates in the range of 15 ° ~ 30 °, away from solar energy
Mummification room roofing height is 30cm ~ 50cm.
The vertical biological dewatered system of solar energy enhanced sludge deep the most as claimed in claim 5, it is characterised in that STAINLESS STEEL CHAINS
Plate top arranges vertical baffle and prevents material from assembling downwards, and height of baffle plate is 10cm ~ 15cm.
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CN201610877193.8A CN106316031B (en) | 2016-10-09 | 2016-10-09 | Vertical solar reinforced sludge deep biological drying system |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107012073A (en) * | 2017-06-01 | 2017-08-04 | 北京首创污泥处置技术股份有限公司 | Aerobic fermentation system |
CN107311427A (en) * | 2017-08-01 | 2017-11-03 | 江苏金山环保科技有限公司 | A kind of solar energy, ultrasonic synergistic desiccation film case |
CN109796118A (en) * | 2019-02-01 | 2019-05-24 | 九洲环境科技(天津)有限公司 | A kind of band has surplus heat the sludge Equipment for Heating Processing and method of recycling |
CN112794592A (en) * | 2020-12-07 | 2021-05-14 | 南京锦泥资源环境科技有限公司 | Residual sludge quick drying device utilizing biological heat energy |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101143758A (en) * | 2006-09-12 | 2008-03-19 | 镇江同盛环保设备工程有限公司 | Sludge resource treatment complete equipment for urban sewage treatment plant |
CN102992570A (en) * | 2011-09-09 | 2013-03-27 | 同济大学 | Electric-regenerative solar energy assisted sludge biodrying system |
CN206127087U (en) * | 2016-10-09 | 2017-04-26 | 上海市政工程设计研究总院(集团)有限公司 | Mud degree of depth biodrying system is reinforceed to vertical solar energy |
-
2016
- 2016-10-09 CN CN201610877193.8A patent/CN106316031B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101143758A (en) * | 2006-09-12 | 2008-03-19 | 镇江同盛环保设备工程有限公司 | Sludge resource treatment complete equipment for urban sewage treatment plant |
CN102992570A (en) * | 2011-09-09 | 2013-03-27 | 同济大学 | Electric-regenerative solar energy assisted sludge biodrying system |
CN206127087U (en) * | 2016-10-09 | 2017-04-26 | 上海市政工程设计研究总院(集团)有限公司 | Mud degree of depth biodrying system is reinforceed to vertical solar energy |
Cited By (6)
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CN107012073A (en) * | 2017-06-01 | 2017-08-04 | 北京首创污泥处置技术股份有限公司 | Aerobic fermentation system |
CN107012073B (en) * | 2017-06-01 | 2023-11-14 | 北京首创污泥处置技术有限公司 | Aerobic fermentation system |
CN107311427A (en) * | 2017-08-01 | 2017-11-03 | 江苏金山环保科技有限公司 | A kind of solar energy, ultrasonic synergistic desiccation film case |
CN109796118A (en) * | 2019-02-01 | 2019-05-24 | 九洲环境科技(天津)有限公司 | A kind of band has surplus heat the sludge Equipment for Heating Processing and method of recycling |
CN112794592A (en) * | 2020-12-07 | 2021-05-14 | 南京锦泥资源环境科技有限公司 | Residual sludge quick drying device utilizing biological heat energy |
CN112794592B (en) * | 2020-12-07 | 2022-10-14 | 苏州工业园区中法环境技术有限公司 | Residual sludge utilizes quick mummification device of biological heat energy |
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