CN202465457U - Centralized processing system of sewage in rural areas - Google Patents
Centralized processing system of sewage in rural areas Download PDFInfo
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- CN202465457U CN202465457U CN201220024318XU CN201220024318U CN202465457U CN 202465457 U CN202465457 U CN 202465457U CN 201220024318X U CN201220024318X U CN 201220024318XU CN 201220024318 U CN201220024318 U CN 201220024318U CN 202465457 U CN202465457 U CN 202465457U
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- anaerobic reactor
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- filter tower
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- 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
Abstract
The utility model relates to a centralized processing system of sewage in rural areas. The centralized processing system of sewage in rural areas comprises a homogenizing pool, an up-flow type anaerobic reactor, a multilayer aerobic active filter tower, a crop wetland system and a methane collecting and using system. The homogenizing pool is arranged underground, and heights of the up-flow type anaerobic reactor, the multilayer aerobic active filter tower and the crop wetland system decrease by degrees. The homogenizing pool is communicated with each sewage discharge outlet and the up-flow type anaerobic reactor through a sewage tube, a water pump is arranged between the homogenizing pool and the up-flow type anaerobic reactor, the up-flow type anaerobic reactor is communicated with the multilayer aerobic active filter tower through the sewage tube, and the multilayer aerobic active filter tower is led to the crop wetland system through the sewage tube. The up-flow type anaerobic reactor and the multilayer aerobic active filter tower are led to the crop wetland system through a sludge pipe, and the up-flow type anaerobic reactor is communicated with the methane collecting and using system through a methane tube. The centralized processing system of sewage in rural areas is energy saving and environmental friendly, and increases production value of agriculture and forestry. In addition, the centralized processing system of sewage in rural areas is simple in structure and convenient to install and operate, can reduce burden of peasants and land occupation, and solves the problem of sewage pollution in rural areas.
Description
Technical field
The utility model relates to the dirty water living creature processing technique field, particularly a kind of country sewage centralized processing system.
Background technology
Along with rapid economic development, get up in Rural areas affluence gradually, particularly flourishing Rural areas of east China, southeast economy; Development of China's Urbanization is accelerated day by day; Living standards of the people improve constantly, and the rural water amount also strengthens gradually, makes the sewage emissions amount also increase suddenly thereupon.Because the sewage treatment facility construction lags behind; There is not treated sewage directly to enter little river course, the pool in rural area in a large number; Finally get into receiving water bodies such as lake, river, increased the weight of the eutrophication of water surrounding, it is extremely urgent that domestic sewage in rural areas by using is carried out collection and treatment.Current country sewage is handled and is mainly had following problem:
1. the sewage quantity of single household is less, and supporting with it methane tank gas production amount is less, can not satisfy 4 mouthfuls of people left and right sides one families' living needs, and the methane-generating pit that builds up has become ornaments, lacks maintenance and management;
2. the construction of methane-generating pit and pipeline thereof needs certain fund cost, and most of rural households do not have required financial resources;
3. mostly WWT is to adopt the integrated sewage water treatment facility to single household, and construction, operation and maintenance cost are higher;
4. methane-generating pit or sewage treatment facility take house site;
5. the sewage after the supernatant of methane-generating pit, septic tank or the processing does not discharge outlet, causes secondary pollution;
6. the percolate of garbage house (pond) does not have collection and treatment, and sewage overflows, and foul smell is bigger.
The utility model content
The technical problem that the utility model will solve is: in order to solve the problems of the technologies described above, the utility model provides a kind of both energy-conserving and environment-protective, increases the eagroforestry output value again; Simple in structure, convenient installation and operation can be reduced farmer's burdens, and reduce to take up an area of, and can solve the country sewage centralized processing system of country sewage pollution problem.
The utility model solves the technical scheme that its technical problem adopted: a kind of country sewage centralized processing system; It the aerobic movable filter tower of balancing reservoir, upflow type anaerobic reactor, multilayer, crop wet land system and collecting methane that comprises that pipeline connects utilizes system; Balancing reservoir is located at underground, and the mounting height of upflow type anaerobic reactor, the aerobic movable filter tower of multilayer and crop wet land system is successively decreased successively; Balancing reservoir is communicated with the drain of each tame peasant household sewage and the drain of percolate through the waste pipe road network; Balancing reservoir through waste pipe be communicated with upflow type anaerobic reactor and between be provided with water pump; Upflow type anaerobic reactor is communicated with the aerobic movable filter tower of multilayer through waste pipe, and the aerobic movable filter tower of multilayer leads to the crop wet land system through waste pipe; The aerobic movable filter tower of upflow type anaerobic reactor and multilayer leads to the crop wet land system through sludge pipe; Upflow type anaerobic reactor is communicated with collecting methane through the biogas pipe and utilizes system.
The utility model has been cancelled methane-generating pit, septic tank or the integrated sewage water treatment facility of single household, is that sewage network is laid by unit with the natural village, lays main along major trunk roads in the village, and the pipe of registering one's residence adopts the less arm of caliber.Garbage house (pond) bottom is also buried the collection tube of percolate and wash-down water underground.If this village has the small-sized rubbish landfill yard also its percolate centralized collection.The drain of each tame peasant household sewage is used to collect kitchen, the bathing of discharging every household and sewage such as flush the toilet; The drain of percolate is used for collecting the percolate of the small-sized rubbish landfill yard that discharges garbage house (pond) or this village; The sewage of the drain of each tame peasant household sewage and the discharging of the drain of percolate is through the balancing reservoir of waste pipe centralized collection to the village, and the size of balancing reservoir is according to this village's size of population design-build.Balancing reservoir is built in underground, and the aerobic movable filter tower of anaerobic reation pool and multilayer is built in the woods, has both lacked land occupation, avoids influencing attractive in appearance again.The sewage of balancing reservoir is delivered to upflow type anaerobic reactor by water pump; Because the mounting height of upflow type anaerobic reactor, the aerobic movable filter tower of multilayer and crop wet land system is successively decreased successively; Therefore under action of gravity; The sewage that upflow type anaerobic reactor is discharged flows automatically to the aerobic movable filter tower of multilayer; Sewage flows automatically to the crop wet land system after the aerobic movable filter tower of multilayer filters, the crop wet land system is used to plant economic forest or nursery.Because for once sewage promotes, only need a small amount of electric weight, working cost is very low.The maintenance management of native system can combine with contracting to run of economic forest (or nursery, flowers and trees), has both realized scientific management, has created economic benefit again.
A small amount of excess sludge that the aerobic movable filter tower of upflow type anaerobic reactor and multilayer produces is thrown into the crop wet land system through sludge pipe, as the fertilizer of crop.In sum, this country sewage centralized processing system had both rationally utilized country sewage, had protected physical environment, had increased the eagroforestry output value again; Simple in structure, convenient installation and operation have been save methane-generating pit, septic tank or the integrated sewage water treatment facility of single household, have alleviated peasant burden, have reduced occupation of land, have solved the pollution problem of country sewage.
Biogas exports to collecting methane from the upflow type anaerobic reactor top through the biogas pipe and utilizes system.Because collecting methane utilizes the sewage quantity of system's centralized collection bigger, biogas output is also big, and peasant household uses biogas to cook, heat up water also can save family expense.
Further, for energy-conserving and environment-protective, the water pump between balancing reservoir and the upflow type anaerobic reactor drives through solar energy equipment.
Particularly; Upflow type anaerobic reactor as shown in Figure 2 comprises triphase separator, and triphase separator is installed on the top in the upflow type anaerobic reactor, and triphase separator is inverted funnel-form; The outlet of triphase separator top is communicated with the collecting methane pipe; The bottom of upflow type anaerobic reactor is provided with first water inlet pipe and mud discharging pipe, and the position of first water inlet pipe is higher than the mud discharging pipe, and the upside of upflow type anaerobic reactor is provided with first rising pipe.
The sewage of balancing reservoir is delivered to upflow type anaerobic reactor by water pump, retains a large amount of anaerobic sludges in the upflow type anaerobic reactor, has good cohesion and sedimentation function.Waste water flows into from first water inlet pipe of upflow type anaerobic reactor bottom, mixes contact with granule sludge, and the microbiological degradation organism in the mud changes into CH through hydrolysis, acidifying, product acetate, product methane stage anaerobic biochemical reaction
4Be the biogas of staple, the small biogas bubble of generation is constantly emitted, and constantly merges in the micro-bubble uphill process, forms bigger bubble gradually.On the top of granule sludge layer, because the stirring of biogas forms a suspended sludge layer that sludge concentration is less.Top in the upflow type anaerobic reactor is provided with triphase separator, in order to separate biogas, water and mud granule.Biogas is derived from the collecting methane pipe on upflow type anaerobic reactor top, because the sewage quantity of centralized collection is bigger, biogas output is also big.Mud granule landing sedimentation, the sewage after the Anaerobic Digestion is flowed out by first rising pipe.When sludge concentration is higher in the pond, can discharge in right amount by the mud discharging pipe, sludge discharged is disposed to the crop wet land system through sludge pipe gravity flow, and the fertilizer that can be used as forest is buried and is used, and avoids discharging foul smell.Upflow type anaerobic reactor can be according to water quality, the water yield and the sludge loading design-build of sewage.The hydraulic detention time of sewage in upflow type anaerobic reactor is shorter, and therefore required reactor volume is less.Need not establish mud reflux, filler and mechanical stirring device in the upflow type anaerobic reactor, cost is relatively low, is convenient to management, and does not have blockage problem, and load impact, temperature and the pH that can adapt to by a relatively large margin change.
As preferably, the bottom of upflow type anaerobic reactor is funnel-form; Like this, the mud that reduces on the upflow type anaerobic reactor inwall adheres to, and is easy to sludge settling.
Further; In order to be used to stop that the suspended sludge layer gets into the dead angle of upflow type anaerobic reactor; The below of triphase separator is provided with the retaining shell; The retaining girdle is on the inwall that is installed on upflow type anaerobic reactor, and the cross-sectional shape of retaining shell and upflow type anaerobic reactor inwall is an isosceles triangle, and two of cross-sectional shape are equilateral to be met on the inwall of upflow type anaerobic reactor.
Particularly, the aerobic movable filter tower of multilayer as shown in Figure 3 comprises liquid distributor, filtrate, at least four metafiltration material bracing frames and filter tower top cover; The filter tower top cover is installed on the cat head of the aerobic movable filter tower of multilayer, is provided with a plurality of airy breach that are used between the tower body of filter tower top cover and the aerobic movable filter tower of multilayer; The filtrate bracing frame all is installed on the inside of the aerobic movable filter tower of multilayer, places filtrate in each metafiltration material bracing frame; Liquid distributor is installed on the top in the aerobic movable filter tower of multilayer and is located at the top of filtrate bracing frame, and the sewage import of liquid distributor is communicated with second water inlet pipe, stretches in the top of the aerobic movable filter tower of multilayer in second water inlet pipe; The blast inlet and second rising pipe are located at the bottom of the aerobic movable filter tower of multilayer, and the position of blast inlet is higher than second rising pipe.The aerobic movable filter tower of this multilayer adopts liquid distributor that sewage is evenly spilt down, and adopts multilayer filtrate bracing frame that filtrate is set from top to bottom, and filter effect is good.
Further, in order to optimize the filter effect of the aerobic movable filter tower of multilayer, improve filtration efficiency, the particle diameter of the filtrate on each metafiltration material bracing frame reduces from top to bottom successively.
Further, each metafiltration material bracing frame drawer type is arranged in the aerobic movable filter tower of multilayer; Like this, add forced ventilation on the one hand, avoid producing foul smell; Be convenient on the other hand observe and change filtrate, when this metafiltration material stop up serious, when filtering velocity is very low; Only need to extract this metafiltration material out replacing and get final product, the filtrate under changing can ted regeneration in forest, and the excess sludge of generation is as forest fertilizer.
Particularly; The crop wet land system has crop, pedosphere and gravel bed; Crop-planting is on pedosphere and gravel bed, and gravel bed is located at the pedosphere below and is evenly equipped with a plurality of water distributors that are used for irrigated crop, and second rising pipe is communicated with each water distributor through waste pipe; Like this, each crop can both fully absorb organotrophies such as mineral substance and a small amount of urea molecule in the sewage, amino acid molecular, is beneficial to and grows up strong and sturdy, and protected environment further.
The beneficial effect of the utility model is: the balancing reservoir of this country sewage centralized processing system is built in underground, and the aerobic movable filter tower of anaerobic reation pool and multilayer is built in the woods, has both lacked land occupation, avoids influencing attractive in appearance again.Need not establish mud reflux, filler and mechanical stirring device in the upflow type anaerobic reactor, cost is relatively low, is convenient to management, and does not have blockage problem, and load impact, temperature and the pH that can adapt to by a relatively large margin change.The filter effect of the aerobic movable filter tower of multilayer is good, and filtration efficiency is high, and the well-ventilated, can avoid producing foul smell, is convenient to observe and change filtrate on the other hand.Because collecting methane utilizes the sewage quantity of system's centralized collection bigger, biogas output is also big, and peasant household uses biogas to cook, heat up water also can save family expense.The maintenance management of native system can combine with contracting to run of economic forest (or nursery, flowers and trees), has both realized scientific management, has created economic benefit again; Both rationally utilized country sewage, energy-conserving and environment-protective have increased the eagroforestry output value again; Simple in structure, convenient installation and operation have been save methane-generating pit, septic tank or the integrated sewage water treatment facility of single household, have alleviated peasant burden, have reduced occupation of land, have solved the pollution problem of country sewage.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is described further.
Fig. 1 is the process flow diagram of the optimum embodiment of country sewage centralized processing system of the utility model;
Fig. 2 is the structural representation of the upflow type anaerobic reactor of the utility model;
Fig. 3 is the structural representation of the aerobic movable filter tower of multilayer of the utility model.
Among the figure: 1, first water inlet pipe, 2, triphase separator, 3, the collecting methane pipe, 4, first rising pipe; 5, mud discharging pipe, 6, the retaining shell, 7 second water inlet pipes, 8, liquid distributor; 9, filtrate, 10, the filtrate bracing frame, 11, blast inlet, 12, second rising pipe; 13, filter tower top cover, solid arrow is represented waste pipe, and dotted arrow is represented sludge pipe, and dash-dot arrows is represented the biogas pipe.
Embodiment
Combine accompanying drawing that the utility model is done further detailed explanation now.These accompanying drawings are the synoptic diagram of simplification, the substruction of the utility model only is described in a schematic way, so it only show the formation relevant with the utility model.
The optimum embodiment of the country sewage centralized processing system of the utility model as shown in Figure 1; It the aerobic movable filter tower of balancing reservoir, upflow type anaerobic reactor, multilayer, crop wet land system and collecting methane that comprises that pipeline connects utilizes system; Balancing reservoir is located at underground, and the mounting height of upflow type anaerobic reactor, the aerobic movable filter tower of multilayer and crop wet land system is successively decreased successively; Balancing reservoir is communicated with the drain of each tame peasant household sewage and the drain of percolate through the waste pipe road network; Balancing reservoir through waste pipe be communicated with upflow type anaerobic reactor and between be provided with water pump; Upflow type anaerobic reactor is communicated with the aerobic movable filter tower of multilayer through waste pipe, and the aerobic movable filter tower of multilayer leads to the crop wet land system through waste pipe; The aerobic movable filter tower of upflow type anaerobic reactor and multilayer leads to the crop wet land system through sludge pipe; Upflow type anaerobic reactor is communicated with collecting methane through the biogas pipe and utilizes system.
The utility model has been cancelled methane-generating pit, septic tank or the integrated sewage water treatment facility of single household, is that sewage network is laid by unit with the natural village, lays main along major trunk roads in the village, and the pipe of registering one's residence adopts the less arm of caliber.Garbage house (pond) bottom is also buried the collection tube of percolate and wash-down water underground.If this village has the small-sized rubbish landfill yard also its percolate centralized collection.The drain of each tame peasant household sewage is used to collect kitchen, the bathing of discharging every household and sewage such as flush the toilet; The drain of percolate is used for collecting the percolate of the small-sized rubbish landfill yard that discharges garbage house (pond) or this village; The sewage of the drain of each tame peasant household sewage and the discharging of the drain of percolate is through the balancing reservoir of waste pipe centralized collection to the village, and the size of balancing reservoir is according to this village's size of population design-build.Balancing reservoir is built in underground, and the aerobic movable filter tower of anaerobic reation pool and multilayer is built in the woods, has both lacked land occupation, avoids influencing attractive in appearance again.The sewage of balancing reservoir is delivered to upflow type anaerobic reactor by water pump; Because the mounting height of upflow type anaerobic reactor, the aerobic movable filter tower of multilayer and crop wet land system is successively decreased successively; Therefore under action of gravity; The sewage that upflow type anaerobic reactor is discharged flows automatically to the aerobic movable filter tower of multilayer; Sewage flows automatically to the crop wet land system after the aerobic movable filter tower of multilayer filters, the crop wet land system is used to plant economic forest or nursery.Because for once sewage promotes, only need a small amount of electric weight, working cost is very low.The maintenance management of native system can combine with contracting to run of economic forest (or nursery, flowers and trees), has both realized scientific management, has created economic benefit again.
A small amount of excess sludge that the aerobic movable filter tower of upflow type anaerobic reactor and multilayer produces is thrown into the crop wet land system through sludge pipe, as the fertilizer of crop.In sum, this country sewage centralized processing system had both rationally utilized country sewage, had protected physical environment, had increased the eagroforestry output value again; Simple in structure, convenient installation and operation have been save methane-generating pit, septic tank or the integrated sewage water treatment facility of single household, have alleviated peasant burden, have reduced occupation of land, have solved the pollution problem of country sewage.
Biogas exports to collecting methane from the upflow type anaerobic reactor top through the biogas pipe and utilizes system.Because collecting methane utilizes the sewage quantity of system's centralized collection bigger, biogas output is also big, and peasant household uses biogas to cook, heat up water also can save family expense.
Further, for energy-conserving and environment-protective, the water pump between balancing reservoir and the upflow type anaerobic reactor drives through solar energy equipment.
Particularly; Upflow type anaerobic reactor as shown in Figure 2 comprises triphase separator 2, and triphase separator 2 is installed on the top in the upflow type anaerobic reactor, and triphase separator 2 is inverted funnel-form; The outlet of triphase separator 2 tops is communicated with collecting methane pipe 3; The position that the bottom of upflow type anaerobic reactor is provided with first water inlet pipe 1 and mud discharging pipe 5, the first water inlet pipes 1 is higher than mud discharging pipe 5, and the upside of upflow type anaerobic reactor is provided with first rising pipe 4.
The sewage of balancing reservoir is delivered to upflow type anaerobic reactor by water pump, retains a large amount of anaerobic sludges in the upflow type anaerobic reactor, has good cohesion and sedimentation function.Waste water flows into from first water inlet pipe 1 of upflow type anaerobic reactor bottom, mixes contact with granule sludge, and the microbiological degradation organism in the mud changes into CH through hydrolysis, acidifying, product acetate, product methane stage anaerobic biochemical reaction
4Be the biogas of staple, the small biogas bubble of generation is constantly emitted, and constantly merges in the micro-bubble uphill process, forms bigger bubble gradually.On the top of granule sludge layer, because the stirring of biogas forms a suspended sludge layer that sludge concentration is less.Top in the upflow type anaerobic reactor is provided with triphase separator 2, in order to separate biogas, water and mud granule.Biogas is derived from the collecting methane pipe 3 on upflow type anaerobic reactor top, because the sewage quantity of centralized collection is bigger, biogas output is also big.Mud granule landing sedimentation, the sewage after the Anaerobic Digestion is flowed out by first rising pipe 4.When sludge concentration is higher in the pond, can discharge in right amount by mud discharging pipe 5, sludge discharged is disposed to the crop wet land system through sludge pipe gravity flow, and the fertilizer that can be used as forest is buried and is used, and avoids discharging foul smell.Upflow type anaerobic reactor can be according to water quality, the water yield and the sludge loading design-build of sewage.The hydraulic detention time of sewage in upflow type anaerobic reactor is shorter, and therefore required reactor volume is less.Need not establish mud reflux, filler and mechanical stirring device in the upflow type anaerobic reactor, cost is relatively low, is convenient to management, and does not have blockage problem, and load impact, temperature and the pH that can adapt to by a relatively large margin change.
As preferably, the bottom of upflow type anaerobic reactor is funnel-form; Like this, the mud that reduces on the upflow type anaerobic reactor inwall adheres to, and is easy to sludge settling.
Further; In order to be used to stop that the suspended sludge layer gets into the dead angle of upflow type anaerobic reactor; The below of triphase separator 2 is provided with retaining shell 6; Retaining shell 6 hoops are installed on the inwall of upflow type anaerobic reactor, and retaining shell 6 is an isosceles triangle with the cross-sectional shape of upflow type anaerobic reactor inwall, and two of cross-sectional shape are equilateral to be met on the inwall of upflow type anaerobic reactor.
Particularly, the aerobic movable filter tower of multilayer as shown in Figure 3 comprises liquid distributor 8, filtrate 9, five metafiltration material bracing frame 10 and filter tower top covers 13; Filter tower top cover 13 is installed on the cat head of the aerobic movable filter tower of multilayer, is provided with a plurality of airy breach that are used between the tower body of filter tower top cover 13 and the aerobic movable filter tower of multilayer; Filtrate bracing frame 10 all is installed on the inside of the aerobic movable filter tower of multilayer, places filtrate 9 in each metafiltration material bracing frame 10; Liquid distributor 8 is installed on the top in the aerobic movable filter tower of multilayer and is located at the top of filtrate bracing frame 10, and the sewage import of liquid distributor 8 is communicated with the top of stretching in second water inlet pipe, 7, the second water inlet pipes 7 in the aerobic movable filter tower of multilayer; The blast inlet 11 and second rising pipe 12 are located at the bottom of the aerobic movable filter tower of multilayer, and the position of blast inlet 11 is higher than second rising pipe 12.The aerobic movable filter tower of this multilayer adopts liquid distributor 8 that sewage is evenly spilt down, and adopts multilayer filtrate bracing frame 10 that filtrate 9 is set from top to bottom, and filter effect is good.
Further, in order to optimize the filter effect of the aerobic movable filter tower of multilayer, improve filtration efficiency, the particle diameter of the filtrate 9 on each metafiltration material bracing frame 10 reduces from top to bottom successively.
Further, each metafiltration material bracing frame 10 drawer type is arranged in the aerobic movable filter tower of multilayer; Like this, add forced ventilation on the one hand, avoid producing foul smell; Be convenient to observe and change filtrate 9 on the other hand; Serious when these metafiltration material 9 obstructions, when filtering velocity is very low, only needs to extract this metafiltration material 9 out replacing and get final product; Filtrate 9 under changing can ted regeneration in forest, the excess sludge of generation is as forest fertilizer.
Particularly; The crop wet land system has crop, pedosphere and gravel bed; Crop-planting is on pedosphere and gravel bed, and gravel bed is located at the pedosphere below and is evenly equipped with a plurality of water distributors that are used for irrigated crop, and second rising pipe 12 is communicated with each water distributor through waste pipe; Like this, each crop can both fully absorb organotrophies such as mineral substance and a small amount of urea molecule in the sewage, amino acid molecular, is beneficial to and grows up strong and sturdy, and protected environment further.
With above-mentioned desirable embodiment according to the utility model is enlightenment, and through above-mentioned description, the related work personnel can carry out various change and modification fully in the scope that does not depart from this utility model technological thought.The technical scope of this utility model is not limited to the content on the specification sheets, must confirm its technical scope according to the claim scope.
Claims (9)
1. country sewage centralized processing system; It is characterized in that: comprise that the aerobic movable filter tower of balancing reservoir, upflow type anaerobic reactor, multilayer, crop wet land system and collecting methane that pipeline connects utilize system; Said balancing reservoir is located at underground, and the mounting height of upflow type anaerobic reactor, the aerobic movable filter tower of multilayer and crop wet land system is successively decreased successively; Balancing reservoir is communicated with the drain of each tame peasant household sewage and the drain of percolate through the waste pipe road network; Balancing reservoir through waste pipe be communicated with upflow type anaerobic reactor and between be provided with water pump; Upflow type anaerobic reactor is communicated with the aerobic movable filter tower of multilayer through waste pipe, and the aerobic movable filter tower of said multilayer leads to the crop wet land system through waste pipe; The aerobic movable filter tower of upflow type anaerobic reactor and multilayer leads to the crop wet land system through sludge pipe; Upflow type anaerobic reactor is communicated with collecting methane through the biogas pipe and utilizes system.
2. country sewage centralized processing system as claimed in claim 1 is characterized in that: the water pump between said balancing reservoir and the upflow type anaerobic reactor drives through solar energy equipment.
3. country sewage centralized processing system as claimed in claim 1; It is characterized in that: said upflow type anaerobic reactor comprises triphase separator (2); Said triphase separator (2) is installed on the top in the upflow type anaerobic reactor; Triphase separator (2) is inverted funnel-form, and the outlet of triphase separator (2) top is communicated with collecting methane pipe (3), and the bottom of upflow type anaerobic reactor is provided with first water inlet pipe (1) and mud discharging pipe (5); The position of first water inlet pipe (1) is higher than mud discharging pipe (5), and the upside of upflow type anaerobic reactor is provided with first rising pipe (4).
4. like claim 1 or 3 described country sewage centralized processing systems, it is characterized in that: the bottom of said upflow type anaerobic reactor is funnel-form.
5. like claim 1 or 3 described country sewage centralized processing systems; It is characterized in that: the below of said triphase separator (2) is provided with retaining shell (6); Retaining shell (6) hoop is installed on the inwall of upflow type anaerobic reactor; Retaining shell (6) is an isosceles triangle with the cross-sectional shape of upflow type anaerobic reactor inwall, and two of said cross-sectional shape are equilateral to be met on the inwall of upflow type anaerobic reactor.
6. country sewage centralized processing system as claimed in claim 1 is characterized in that: the aerobic movable filter tower of said multilayer comprises liquid distributor (8), filtrate (9), at least four metafiltration material bracing frames (10) and filter tower top cover (13); Filter tower top cover (13) is installed on the cat head of the aerobic movable filter tower of multilayer, is provided with a plurality of airy breach that are used between the tower body of filter tower top cover (13) and the aerobic movable filter tower of multilayer; Said filtrate bracing frame (10) all is installed on the inside of the aerobic movable filter tower of multilayer, places filtrate (9) in said each metafiltration material bracing frame (10); Said liquid distributor (8) is installed on the top in the aerobic movable filter tower of multilayer and is located at the top of described filtrate bracing frame (10); The sewage import of liquid distributor (8) is communicated with second water inlet pipe (7), stretches in the top of the aerobic movable filter tower of multilayer in second water inlet pipe (7); Said blast inlet (11) and second rising pipe (12) are located at the bottom of the aerobic movable filter tower of multilayer, and the position of blast inlet (11) is higher than second rising pipe (12).
7. like claim 1 or 6 described country sewage centralized processing systems, it is characterized in that: the particle diameter of the filtrate (9) in said each metafiltration material bracing frame (10) reduces from top to bottom successively.
8. like claim 1 or 6 described country sewage centralized processing systems, it is characterized in that: said each metafiltration material bracing frame (10) drawer type is arranged in the aerobic movable filter tower of multilayer.
9. country sewage centralized processing system as claimed in claim 1; It is characterized in that: said crop wet land system has crop, pedosphere and gravel bed; Said crop-planting is on pedosphere and gravel bed; Gravel bed is located at the pedosphere below and is evenly equipped with a plurality of water distributors that are used for irrigated crop, and said second rising pipe (12) is communicated with each water distributor through waste pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220024318XU CN202465457U (en) | 2012-01-19 | 2012-01-19 | Centralized processing system of sewage in rural areas |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220024318XU CN202465457U (en) | 2012-01-19 | 2012-01-19 | Centralized processing system of sewage in rural areas |
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| Publication Number | Publication Date |
|---|---|
| CN202465457U true CN202465457U (en) | 2012-10-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220024318XU Withdrawn - After Issue CN202465457U (en) | 2012-01-19 | 2012-01-19 | Centralized processing system of sewage in rural areas |
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| Country | Link |
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| CN (1) | CN202465457U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102531293A (en) * | 2012-01-19 | 2012-07-04 | 常州大学 | Centralized treatment system for sewage in rural area |
| CN104986919A (en) * | 2015-06-29 | 2015-10-21 | 常州大学 | Wastewater advanced treatment system for corn processing |
| CN110054354A (en) * | 2019-04-17 | 2019-07-26 | 安徽建筑大学 | A kind of waste incineration and generating electricity percolate anaerobic processing device |
-
2012
- 2012-01-19 CN CN201220024318XU patent/CN202465457U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102531293A (en) * | 2012-01-19 | 2012-07-04 | 常州大学 | Centralized treatment system for sewage in rural area |
| CN104986919A (en) * | 2015-06-29 | 2015-10-21 | 常州大学 | Wastewater advanced treatment system for corn processing |
| CN110054354A (en) * | 2019-04-17 | 2019-07-26 | 安徽建筑大学 | A kind of waste incineration and generating electricity percolate anaerobic processing device |
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