Disclosure of Invention
In view of the above, the invention provides an emergency treatment method for domestic garbage in a domestic garbage incineration power plant, which not only solves the problems existing in the current domestic garbage emergency landfill, avoids the 'proximity effect', reduces the occupied area and saves the construction cost; and the secondary pollutants are effectively controlled, the secondary pollution and potential safety hazards to the environment in the carrying process are avoided, the recycling of the household garbage is realized, and the land resources are saved.
In order to achieve the purpose, the invention adopts the following technical scheme:
a domestic waste emergency treatment method for a domestic waste incineration power plant specifically comprises the following steps:
s1: weighing and discharging;
s2: crushing;
s3: magnetic separation;
s4: biological drying, namely performing aerobic biological reaction on the household garbage treated by S3, and adding biological strains for deodorization;
s5: compressing, namely compressing the household garbage processed by the S4;
s6: temporary storage, namely conveying the household garbage subjected to biological drying treatment of S4 or compressed by S5 to a temporary storage bin for temporary storage;
s7: transferring, namely conveying the household garbage in the temporary storage bin into a material pit of an incineration power plant;
s8: collecting and treating percolate, namely collecting the landfill percolate generated by S1-S7 to a percolate collecting tank, conveying the percolate to a percolate treatment station for treatment, and discharging the percolate to a municipal sewage pipe network when the percolate reaches a nano pipe discharge standard;
s9: collecting and treating odor, namely collecting the odor generated by S1-S8 to a biological filter for treatment by an induced draft fan, discharging the odor by a tail gas discharge cylinder when the odor reaches the discharge standard, and arranging a plant liquid space atomization spraying system and a fresh air blowing system in a treatment workshop for assisting deodorization; and the deodorizing wastewater produced by the S9 and the landfill leachate produced by the S1-S7 are collected in a leachate collecting tank and then conveyed to a leachate treatment station for treatment.
Adopt above-mentioned technical scheme's beneficial effect: according to the invention, through crushing and magnetic separation, on one hand, the effects of subsequent biological drying and compression dehydration can be improved, and the recycling of resources is realized; on the other hand, the addition of the biological drying process can effectively remove partial water and organic matters in the garbage, and simultaneously, the deodorization of the biological strains further effectively removes the malodorous gas in the garbage, thereby avoiding secondary pollution to the environment. The compression of the domestic garbage by the invention can effectively reduce the construction of temporary storage facilities, thereby not only effectively protecting the environment and saving the energy, but also reducing the cost.
Furthermore, the invention avoids the 'proximity effect', reduces the occupied area and saves the construction cost by the technical processes of weighing/unloading, crushing, magnetic separation, biological drying, compression, temporary storage, transportation, percolate collection and treatment, odor collection and treatment and the like; meanwhile, secondary pollutants are effectively controlled, secondary pollution to the environment and potential safety hazards in the carrying process are avoided, the recycling of household garbage is realized, and land resources are saved.
Preferably, the crushing of S2 is crushing of household garbage to a particle size of <200 mm.
Adopt above-mentioned technical scheme's beneficial effect: the particle size is smaller than 200mm by crushing, so that the subsequent biological drying is facilitated to remove partial water and organic matters of the domestic garbage, and the compression efficiency and the dehydration efficiency in the compression dehydration process are improved.
Preferably, the crushing of S2 is performed by crushing the domestic garbage using a twin-shaft crusher.
Adopt above-mentioned technical scheme's beneficial effect: the household garbage crushing of the double-shaft crusher is more thorough, and the technical effect of subsequent processes is improved.
Preferably, the temperature of the aerobic biological reaction of S4 is 50-60 ℃, and the time is 10-15 days.
Adopt above-mentioned technical scheme's beneficial effect: adopt above-mentioned technical scheme's beneficial effect: the water evaporation capacity of the garbage through aerobic biological reaction accounts for 10-15% of the domestic garbage amount, the water content of the garbage is less than or equal to 35%, the scale of subsequent treatment facilities and the number of devices are reduced, and the construction cost and the treatment cost are reduced.
Preferably, the biological strains are selected from one or a mixture of several of bacteria, fungi and actinomycetes existing in the domestic garbage; among them, yeast among fungi is preferable.
Adopt above-mentioned technical scheme's beneficial effect: by adding the biological strains, the removal effect of the biological drying tank on the odorous pollutants such as hydrogen sulfide, mercaptan, methanol, organic amine, ammonia and the like is improved.
Preferably, the adding amount of the biological strains accounts for 0.l-0.2 per mill of the volume of the household garbage.
Adopt above-mentioned technical scheme's beneficial effect: adopt above-mentioned technical scheme's beneficial effect: by adding biological strains, odor pollutants which are not less than 80 percent in the garbage are removed, the odor treatment capacity and the odor concentration are reduced, the construction cost and the treatment cost are saved, and the secondary pollution of the odor gas to the environment in the transfer process is avoided.
Preferably, the biological drying process of S4 is performed by a biological drying tank; the biological drying tank is a closed structure, the height of the tank is 5-6 m, and a percolate collecting tank and a ventilation ditch are arranged at the bottom of the tank; air supply enters from the ventilation ditch, and penetrating fluid flows into a liquid collecting pipe of the ventilation ditch and is collected to a percolate collecting pool.
Further, the air supply is forced to ventilate through an air blower, and the air supply amount is 0.05-0.15 m per cubic meter of garbage3Air/min, and the oxygen content is controlled to be 12-16%, and the oxygen content is controlled by the variable frequency of an air blower.
Adopt above-mentioned technical scheme's beneficial effect: the garbage is fast and stable, secondary pollutants are effectively controlled, and secondary pollution to the environment in the transferring process is avoided; the evaporation capacity of the water of the garbage through the aerobic biological reaction accounts for 10-15% of the quantity of the household garbage, the removal rate of the odor pollutants of the garbage is more than or equal to 80%, and the water content of the garbage is less than or equal to 35%.
Preferably, S8 the leachate collection and treatment station is further provided with a leachate treatment station, the leachate treatment station comprising: an anaerobic reactor and an MBR system;
wherein, the MBR system comprises a homogenizing tank, a two-stage A/O biochemical reaction tank and an external tubular membrane;
adopt above-mentioned technical scheme's beneficial effect: the organic pollutant removal rate of the anaerobic reactor is more than or equal to 80 percent; the quality of the effluent water treated by the MBR system reaches the nano-tube discharge standard.
Preferably, the odor removal rate of the biological filter of S9 is more than or equal to 90%, the treated tail gas reaches the emission standard, the tail gas is emitted through an exhaust funnel, and the height of the exhaust funnel from the ground is not less than 15 m.
Preferably, the fresh air supply system in the step S9 supplies the outdoor air to a proper position of the processing workshop through the air supply blower, so that the odor concentration of the workshop is reduced;
plant liquid space atomizing spray system's plant liquid atomizing shower nozzle sets up in the foul smell source position that gives off the foul smell, regularly sprays the plant liquid, improves the operational environment.
Preferably, the compression density of S5 is more than or equal to 1.2t/m3The water content is less than or equal to 35 percent.
Adopt above-mentioned technical scheme's beneficial effect: the garbage volume is reduced, the number of transfer containers and transfer vehicles is reduced, the construction cost and the treatment cost are saved, and the energy consumption is saved.
Preferably, the method further comprises the following steps: and primary screening, wherein the primary screening is performed after the magnetic separation operation of S3 and before the biochemical drying treatment of S4.
Preferably, the method further comprises the following steps: crushing and sieving again; and the secondary crushing and the secondary screening are sequentially carried out after the biochemical drying treatment operation of S4, and S6 is directly carried out after the secondary screening operation is finished.
Adopt above-mentioned technical scheme's beneficial effect: the secondary crushing and secondary screening are beneficial to improving the biological drying effect of the household garbage, the water evaporation amount and the organic matter removal rate are improved, and the percolate generation amount is reduced; the density of the garbage is improved, and the garbage can be directly packed and transported without being compressed; the separation of inert substances in the household garbage is facilitated, and the heat value of the household garbage is improved.
Preferably, the discharging step S1 is carried out to a receiving bin, and the volume of the receiving bin is more than 40% of the volume of daily domestic garbage treatment.
Adopt above-mentioned technical scheme's beneficial effect: the phenomenon of queuing of the garbage transport vehicles in the peak period is avoided, and the scale of the compression transfer facility can be reduced.
Preferably, the magnetic separation of S3 is to recover the metallic substances in the household garbage.
Adopt above-mentioned technical scheme's beneficial effect: the effective recovery of resources is realized, and the energy is saved.
In summary, compared with the prior art, the invention has at least the following technical advantages:
1) compressed to the density of more than or equal to 1.2t/m by the invention3The occupied area is reduced, the construction cost is saved, and the land resources are saved;
2) the water content of the household garbage treated by the method is less than or equal to 35 percent, so that secondary pollution to the environment is avoided;
3) by utilizing the biological drying process, the odor gas is prevented from overflowing in the garbage carrying process, and the problem of secondary pollution to the environment is solved;
4) the treatment method of the invention improves the heat value of the domestic garbage and reduces the cost of auxiliary fuel of a burning power plant; potential safety hazards such as collapse of garbage piles, methane explosion and the like in the garbage carrying process are avoided; the 'proximity effect' is avoided, and secondary pollutants are effectively controlled;
meanwhile, the household garbage subjected to emergency treatment is recycled, and metal resources in the household garbage are recovered;
6) by utilizing the biological drying process, the water evaporation amount accounts for 10-15% of the quantity of the household garbage, the removal rate of organic pollutants in the garbage is more than or equal to 80%, and the construction cost and the treatment cost are saved.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1
The embodiment 1 of the invention discloses a domestic waste emergency treatment method for a domestic waste incineration power plant, which specifically comprises the following steps:
s1: weighing and discharging;
s2: crushing;
s3: magnetic separation;
s4: biological drying, namely performing aerobic biological reaction on the household garbage treated by S3, and adding biological strains for deodorization;
s5: compressing, namely compressing the household garbage processed by the S4 to form garbage blocks;
s6: temporary storage, namely conveying the garbage blocks to a temporary storage bin for temporary storage;
s7: transferring, namely conveying the garbage blocks in the temporary storage bin into a material pit of an incineration power plant;
s8: collecting and treating percolate, namely collecting the landfill percolate generated by S1-S7 to a percolate collecting tank, conveying the percolate to a percolate treatment station for treatment, and discharging the percolate to a municipal sewage pipe network when the percolate reaches the nano pipe discharge standard;
s9: collecting and treating odor, namely collecting the odor generated by S1-S8 to a biological filter for treatment by an induced draft fan, discharging the odor by a tail gas discharge cylinder when the odor reaches the discharge standard, and arranging a plant liquid space atomization spraying system and a fresh air blowing system in a treatment workshop for assisting deodorization;
and the deodorizing wastewater produced by the S9 and the landfill leachate produced by the S1-S7 are collected in a leachate collecting tank and then conveyed to a leachate treatment station for treatment.
In order to further optimize the technical scheme, the step of S2 crushing is to crush the household garbage to the particle size of less than 200 mm.
In order to further optimize the technical scheme, the S2 crushing adopts a double-shaft crusher to crush the domestic garbage.
In order to further optimize the technical scheme, the temperature of the aerobic biological reaction of S4 is 50-60 ℃, and the time is 10-15 days.
In order to further optimize the technical scheme, the biological strains are selected from one or a mixture of several of bacteria, fungi and actinomycetes existing in the domestic garbage; among them, yeast among fungi is preferable.
In order to further optimize the technical scheme, the adding amount of the biological strains accounts for 0.l-0.2 per mill of the volume of the household garbage.
In order to further optimize the technical scheme, the biological drying process of S4 is carried out by a biological drying tank; the biological drying tank is a closed structure, the height of the tank is 5-6 m, and a percolate collecting tank and a ventilation ditch are arranged at the bottom of the tank;
air supply enters from the ventilation ditch, and penetrating fluid flows into a liquid collecting pipe of the ventilation ditch and is collected to a percolate collecting pool.
In order to further optimize the technical scheme, air supply is realized by forced ventilation of a blower, and the air supply amount is 0.05-0.15 m per cubic meter of garbage3Air/min, controlling the oxygen content to be 12-16%, and controlling the oxygen content through variable frequency of a blower; the removal rate of the odor pollutants in the garbage is more than or equal to 80 percent, and the water content of the garbage is less than or equal to 35 percent.
In order to further optimize the above technical solution, the S8 leachate collection and treatment is further provided with a leachate treatment station, the leachate treatment station comprises: an anaerobic reactor and an MBR system;
wherein, the MBR system comprises a homogenizing tank, a two-stage A/O biochemical reaction tank and an external tubular membrane;
and the removal rate of organic pollutants of the anaerobic reactor is more than or equal to 80 percent; the quality of the effluent water treated by the MBR system reaches the nano-tube discharge standard.
Meanwhile, the odor removal rate of the S9 biofilter is more than or equal to 90%, the treated tail gas reaches the emission standard, the tail gas is emitted through an exhaust funnel, and the height of the exhaust funnel from the ground is not less than 15 m.
In order to further optimize the technical scheme, the S9 fresh air supply system supplies outdoor air to a proper position of a processing workshop through a blower to reduce the odor concentration of the workshop;
plant liquid space atomizing spraying system's plant liquid atomizing shower nozzle sets up in the foul smell source position that gives off the foul smell, regularly sprays the plant liquid, improves the operation environment.
In order to further optimize the technical scheme, the S5 compressed density is more than or equal to 1.2t/m3The water content is less than or equal to 35 percent.
In order to further optimize the technical scheme, S1 is discharged to a receiving bin, and the volume of the receiving bin is more than 40% of the daily volume of the domestic garbage.
In order to further optimize the technical scheme, S3 magnetic separation is used for recovering metal substances in the household garbage.
Example 2
The embodiment 2 of the invention discloses an emergency treatment method for a household garbage incineration power plant, which specifically comprises the following steps:
s1: weighing and discharging;
s2: crushing;
s3: magnetic separation;
s4: primary screening;
s5: biological drying, namely performing aerobic biological reaction on the domestic garbage, and adding biological strains for deodorization;
s6: secondary crushing, namely performing secondary crushing on the household garbage processed by S5 on the S4 oversize products and the oversize products obtained by secondary screening of S7;
s7: secondary screening, wherein the household garbage processed by S5 and the household garbage processed by S6 are subjected to secondary screening on the S4 undersize;
s8: temporarily storing, namely, the screened material of S7 is RDF, and conveying the RDF to a temporary storage bin for temporarily storing;
s9: transferring, namely transferring the RDF in the temporary storage bin to an incineration power plant;
s10: collecting and treating percolate, namely collecting the landfill percolate generated by S1-S5 and the deodorization wastewater generated by S9 into a percolate collecting tank, conveying the percolate to a percolate treatment station for treatment, and discharging the percolate to a municipal sewage pipe network after reaching a nano-pipe discharge standard;
s11: collecting and treating odor, collecting odor generated by S1-S10 to a biological filter by an induced draft fan to treat the odor to reach the emission standard, and discharging the odor, wherein a plant liquid space atomizing and spraying system and a fresh air supply system are arranged in a treatment workshop to assist in deodorization.
In order to further optimize the technical scheme, the step of S2 is to crush the household garbage to the particle size of less than 200 mm.
In order to further optimize the technical scheme, the domestic garbage is crushed by a double-shaft crusher in S2 primary crushing.
In order to further optimize the technical scheme, the primary screening of S4 is to divide the domestic garbage into oversize products and undersize products.
In order to further optimize the technical scheme, a triangular screen with the aperture of 200mm is adopted for primary screening of S4.
In order to further optimize the technical scheme, the temperature of the aerobic biological reaction of S5 is 50-60 ℃, and the time is 10-15 days.
In order to further optimize the technical scheme, the biological strains are selected from one or a mixture of several of bacteria, fungi and actinomycetes existing in the domestic garbage; among them, yeast among fungi is preferable.
In order to further optimize the technical scheme, the adding amount of the biological strains accounts for 0.l-0.2 per mill of the volume of the household garbage.
In order to further optimize the technical scheme, the biological drying process of S5 is carried out by a biological drying tank.
The biological drying tank is a closed structure, the height of the tank is 5-6 m, and a percolate collecting tank and a ventilation ditch are arranged at the bottom of the tank;
air supply enters from the ventilation ditch, and penetrating fluid flows into a liquid collecting pipe of the ventilation ditch and is collected to a percolate collecting pool.
In order to further optimize the technical scheme, the air supply is forced to ventilate by a blower, and the air supply amount is per cubic meterThe garbage is 0.05-0.15 m3Air/min, controlling the oxygen content to be 12-16%, and controlling the oxygen content through variable frequency of a blower; the water evaporation amount of the garbage through aerobic biological reaction accounts for 10-15% of the amount of the domestic garbage, the removal rate of the odor pollutants of the garbage is more than or equal to 80%, and the water content of the garbage is less than or equal to 35%.
In order to further optimize the technical scheme, the step S6 of secondary crushing is to crush the household garbage to the particle size of less than 80 mm.
In order to further optimize the technical scheme, the S6 secondary crushing double-shaft crusher crushes the domestic garbage.
In order to further optimize the technical scheme, the secondary screening of S7 is to divide the domestic garbage into oversize products and undersize products.
In order to further optimize the technical scheme, a triangular sieve with the aperture of 80mm is adopted for secondary screening of S7.
In order to further optimize the technical scheme, the S7 screen underflow is RDF, and the heat value of the RDF is more than or equal to 2200 Kcal/Kg.
In order to further optimize the above technical solution, the S10 leachate collection and treatment is further provided with a leachate treatment station, the leachate treatment station comprises: an anaerobic reactor and an MBR system;
wherein, the MBR system comprises a homogenizing tank, a two-stage A/O biochemical reaction tank and an external tubular membrane;
and the removal rate of organic pollutants of the anaerobic reactor is more than or equal to 80 percent; the quality of the effluent water treated by the MBR system reaches the nano-tube discharge standard.
In order to further optimize the technical scheme, the odor removal rate of the S11 biofilter is more than or equal to 90%, the treated tail gas reaches the emission standard, the tail gas is emitted through the exhaust funnel, and the height of the exhaust funnel from the ground is not less than 15 m.
In order to further optimize the technical scheme, the S11 fresh air supply system supplies outdoor air to a proper position of a processing workshop through a blower to reduce the odor concentration of the workshop;
plant liquid space atomizing spraying system's plant liquid atomizing shower nozzle sets up in the foul smell source position that gives off the foul smell, regularly sprays the plant liquid, improves the operation environment.
In order to further optimize the technical scheme, S1 is discharged to a receiving bin, and the volume of the receiving bin is more than 40% of the daily volume of the household garbage.
In order to further optimize the technical scheme, S3 magnetic separation is used for recovering metal substances in the household garbage.
Application example
The application example provides a domestic waste emergency treatment method for a domestic waste incineration power plant based on embodiment 1, and specifically comprises the following steps:
s1: weighing and discharging: wherein the treatment capacity of the domestic garbage is 300-400 t/d, the water content is 50-60%, and the garbage density is 0.65-0.73 t/m3;
S2: crushing:
s3: magnetic separation: wherein the recovery amount of the metal substances is 0.5-1.0 t/d;
s4: biological drying, namely performing aerobic biological reaction on the household garbage treated by S3, and adding biological strains for deodorization;
wherein, 4 biological drying tanks are arranged, and the effective volume of a single biological drying tank is 1500m3The height of the pool is 5.5m, the aerobic reaction temperature is controlled to be 53-58 ℃, and the air supply amount per cubic meter of domestic garbage is controlled to be 0.08-0.12 m3Air/min, oxygen content is controlled to be 12-16%, the adding amount of biological strains is 50-60 kg/d, after biological drying treatment, the water content of the household garbage is 27-32%, the water evaporation amount is 38-50 t/d, the collection amount of percolate is about 30-40 t/d, and the removal rate of organic pollutants is high>80%, and the removal rate of the odor pollutants is 80.3-87.1%;
s5: compressing, namely compressing the household garbage processed by the S4 to form garbage blocks;
wherein the compression density is 1.2-1.25 t/m3The water content is 27-32%;
s6: temporary storage, namely conveying the garbage blocks to a temporary storage bin for temporary storage;
s7: transferring, namely conveying the garbage blocks in the temporary storage bin into a material pit of an incineration power plant;
s8: collecting and treating percolate, namely collecting the landfill percolate generated by S1-S7 to a percolate collecting tank, conveying the percolate to a percolate treatment station for treatment, and discharging the percolate to a municipal sewage pipe network when the percolate reaches the nano pipe discharge standard;
s9: collecting and treating odor, namely collecting the odor generated by S1-S8 to a biological filter for treatment by an induced draft fan, discharging the odor by a tail gas discharge cylinder when the odor reaches the discharge standard, and arranging a plant liquid space atomization spraying system and a fresh air blowing system in a treatment workshop for assisting deodorization;
and the deodorization wastewater generated by S9 and the landfill leachate generated by S1-S7 are collected in a leachate collecting tank and then conveyed to a leachate treatment station for treatment;
wherein the odor collection amount is about 25000m3And h, adopting a biological filter for treatment, wherein the odor removal rate reaches 93 percent, and the treated tail gas reaches the standard and is discharged.
In order to further optimize the technical scheme, the step of S2 crushing is to crush the household garbage to the particle size of less than 200 mm.
In order to further optimize the technical scheme, the S2 crushing adopts a double-shaft crusher to crush the domestic garbage.
In order to further optimize the technical scheme, the aerobic biological reaction time of S4 is 10-15 days.
In order to further optimize the technical scheme, the biological strains are selected from one or a mixture of several of bacteria, fungi and actinomycetes existing in the domestic garbage; among them, yeast among fungi is preferable.
In order to further optimize the technical scheme, the S4 biological drying tank is a closed structure, the height of the tank is 5.5m, and a percolate collecting tank and a ventilation ditch are arranged at the bottom of the tank;
air supply enters from the ventilation ditch, and penetrating fluid flows into a liquid collecting pipe of the ventilation ditch and is collected to a percolate collecting pool.
In order to further optimize the technical scheme, the air supply is realized by forced ventilation of a blower, and the oxygen content is controlled by the variable frequency of the blower.
In order to further optimize the above technical solution, the S8 leachate collection and treatment is further provided with a leachate treatment station, the leachate treatment station comprises: an anaerobic reactor and an MBR system;
wherein, the MBR system comprises a homogenizing tank, a two-stage A/O biochemical reaction tank and an external tubular membrane;
and the removal rate of organic pollutants of the anaerobic reactor is more than or equal to 80 percent; the quality of the effluent water treated by the MBR system reaches the nano-tube discharge standard.
And S8, collecting the percolate by about 50t/d (containing about 35t/d of percolate collecting amount and about 15t/d of other waste water such as equipment washing water, ground washing water, deodorization waste water and the like), treating the percolate by adopting a UASB (upflow anaerobic sludge bed reactor) and MBR (upflow anaerobic sludge bed reactor) process, and discharging the percolate into a municipal sewage pipe network after reaching the nano-pipe standard.
Meanwhile, the tail gas is discharged through an exhaust funnel, and the height of the exhaust funnel from the ground is not less than 15 m.
In order to further optimize the technical scheme, the S9 fresh air supply system supplies outdoor air to a proper position of a processing workshop through a blower to reduce the odor concentration of the workshop;
plant liquid space atomizing spraying system's plant liquid atomizing shower nozzle sets up in the foul smell source position that gives off the foul smell, regularly sprays the plant liquid, improves the operation environment.
In order to further optimize the technical scheme, the S5 compressed density is more than or equal to 1.2t/m3The water content is less than or equal to 35 percent.
In order to further optimize the technical scheme, S1 is discharged to a receiving bin, and the volume of the receiving bin is more than 40% of the daily volume of the household garbage.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other. The device disclosed by the embodiment corresponds to the method disclosed by the embodiment, so that the description is simple, and the relevant points can be referred to the method part for description.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.