CN204752490U - Waste water control integrated device - Google Patents
Waste water control integrated device Download PDFInfo
- Publication number
- CN204752490U CN204752490U CN201520464665.8U CN201520464665U CN204752490U CN 204752490 U CN204752490 U CN 204752490U CN 201520464665 U CN201520464665 U CN 201520464665U CN 204752490 U CN204752490 U CN 204752490U
- Authority
- CN
- China
- Prior art keywords
- sewage
- waste water
- filler
- control integrated
- ball
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model provides a waste water control integrated device, including an uncovered box, the box is including inside and uncovered portion, the anaerobism district that internal partitioning becomes to set up side by side in proper order, good oxygen district, settling zone and clear water storage area, establish first filler in the anaerobism district, be used for to the sewage hydrolyze, it packs to establish the second in the good oxygen district, be used for decomposing sewage, it packs to establish the third in the settling zone, be used for carrying out mud -water separation to sewage, and deposit mud in the settling zone, it packs to establish the fourth in the clear water storage area, be used for filtering sewage, and store in clear water storage area, establishing for uncovered and floating the bed, float unsteady a setting in good oxygen district and settling zone, superficial bed is used for planting the right water plant that has the root system to it has stretched into the oxygen district to reach to fit the water the root of the plant the settling zone. The utility model provides a waste water control integrated device has that solid carbon reduces discharging, secondary pollution is few and advantage that can resources are saved.
Description
Technical field
The utility model relates to environmental protection technical field, particularly relates to a kind of waste water control integrated apparatus.
Background technology
In recent ten years, along with the fast development of industrial or agricultural, enter the materials such as the nitrogen in river, lake, phosphorus and be on the increase.Such as, chemical fertilizer, agricultural chemicals and the pollution of the chemical substance of the widespread pollution from the overuse of fertilizers and pesticides in rural area caused and industry has become the most important source of pollution of water body is excessively used in agriculture production, according to statistics, China's chemical fertilizer utilization ratio on average only has about 30%, the agricultural chemicals used only has the agricultural chemicals of 10%-20% to be attached on farm crop usually, under pouring water and acting on precipitation etc., a large amount of fertilizer in agriculture production and agricultural chemicals enter neighbouring river, cause the eutrophication of water body and frequently breaking out of algal bloom.
The treating processes of integrated equipment for sewage treatment conventional is at present as follows:
(1) enter anaerobic pond by lift pump from water collecting basin lifting sewage, sewage shuttles back and forth in combined stuffing and to be hydrolyzed acidifying, stops 8 hours ~ 12 hours;
(2) enter contact Aerobic Pond from hydrolysis acidification pool, stop under the comprehensive action of combined stuffing and aerating system and carry out aerobic biochemical improvement in 8 hours ~ 12 hours;
(3) mud-water separation is carried out from flowing to tube settler after aerobic treatment.
(4) stagnant mud bottom tube settler is back to anaerobic pond by sludge reflux pump.
(5) sewage after mud-water separation flows into sterilization pool, outer row after using chemical agent to carry out sterilization and disinfection.
Employing aforesaid way is disposed of sewage, because sewage is longer in the time of each stage residence, so its energy consumption such as electric energy consumed higher while, also owing to adopting chemical agent to carry out disinfection sterilization, thus easily produce secondary pollution.
Utility model content
The purpose of this utility model is to provide a kind of and can reduces energy consumption and reduce the waste water control integrated apparatus of secondary pollution.
In order to solve the problems of the technologies described above, the utility model provides a kind of waste water control integrated apparatus, and it comprises
One uncovered casing, described casing comprises inner and uncovered portion, the anaerobic zone that described interior separation becomes to be arranged side by side successively, aerobic zone, settling region and clear water storage area, the first filler is provided with in described anaerobic zone, in order to be hydrolyzed to described sewage, the second filler is provided with in described aerobic zone, in order to decompose described sewage, the 3rd filler is provided with in described settling region, in order to carry out mud-water separation to described sewage, and by sludge settling in described settling region, the 4th filler is provided with in described clear water storage area, in order to filter described sewage, and be stored in described clear water storage area, described uncovered portion is provided with floating bed, and described floating bed is floated and is arranged at described aerobic zone and described settling region, have the hydrophilous plant of root system, and the root system of described hydrophilous plant stretches into described aerobic zone and described settling region in order to plantation.
Wherein, described anaerobic zone is separated to form one-level anaerobic zone and secondary anaerobic district, described first filler is by combined stuffing, fiber grass porous particle is wandered about as a refugee ball and organic stream one or more compositions from ball, combined stuffing is filled with in described one-level anaerobic zone, also support bar is provided with in described one-level anaerobic zone, described combined stuffing is fixed on described support bar, described combined stuffing is in order to be detained the suspended substance in described sewage, be filled with fiber grass porous particle in described secondary anaerobic district and wander about as a refugee ball and organic stream from ball, and described fiber grass porous particle is wandered about as a refugee, ball and described organic stream are 1: 2 ~ 1: 4 from the ratio of ball, in order to acidifying that sewage is hydrolyzed.
Wherein, described second filler is made up of from ball wander about as a refugee ball, organic stream of combined stuffing, fiber grass porous particle, and described fiber grass porous particle is wandered about as a refugee, ball and described organic stream are 1: 1 ~ 1: 3 from the ratio of ball.
Wherein, described waste water control integrated apparatus also comprises aeration tube and aeration head, one end of described aeration tube is stretched in described aerobic zone, in order to air is delivered in described aerobic zone, described aeration head is installed on described aeration tube and stretches into one end in described aerobic zone, with by air diffuser to described aerobic zone.
Wherein, described waste water control integrated apparatus also comprises blower fan, and described blower fan is connected with one end away from described aerobic zone of described aeration tube, and described blower fan is in order to be delivered to air in described aeration tube.
Wherein, described 3rd filler is organic filler.
Wherein, the edge of described settling region is provided with inclined-plane, in order to by the sludge accumulation of described settlement of sewage to the central section of described settling region.
Wherein, described clear water storage area is divided into filtrating area and storage area, described 4th filler is provided with in described filtrating area, and described 4th filler is filtering material, the junction of described filtrating area and described storage area is provided with posticum, described sewage enters described storage area by described posticum and stores after filtering via described 4th filler.
Wherein, described floating bed is made up of from one or more in ball, macromolecular material, haydite, powder and the grains of sand organic stream.
Wherein, described waste water control integrated apparatus also comprises greenhouse structures, and described greenhouse structures cover at above described hydrophilous plant, in order to provide greenhouse to described hydrophilous plant.
The waste water control integrated apparatus that the utility model provides is by arranging anaerobic zone, aerobic zone, settling region and clear water storage area, by anaerobic zone, aerobic zone and settling region are arranged side by side successively, and floating bed has root system hydrophilous plant in order to plantation is set above aerobic zone and settling region, after sewage is hydrolyzed by anaerobic zone, enter in aerobic zone and decompose, and simultaneously by the root system of hydrophilous plant to the N in sewage, the pollutents such as P adsorb, then the sewage after decomposing is entered in settling region and carry out sludge settling, and by the root system being located at the hydrophilous plant above settling region, the pollutent in sewage is adsorbed further, finally enter clear water storage area to store.By hydrophilous plant further by the pollutent absorption in sewage, and the root system of hydrophilous plant can secrete the secretory product with disinfection effect, sterilization and disinfection can be carried out to the pollutent in sewage, thus instead of the way of arranging after existing employing chemical agent carries out dephosphorization denitrogenation, sterilization and disinfection outward, while decreasing topsoil, also can carbon fixation and emission reduction, reduce the discharge of carbonic acid gas, and decrease the secondary pollution adopting chemical agent to bring.In addition, adopt clear water storage area to be stored by the water after final purification, can be used in domestic waste water, thus saved water resources.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical solution of the utility model, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the schematic diagram of the waste water control integrated apparatus that the utility model embodiment provides;
Fig. 2 is the vertical planning drawing of the waste water control integrated apparatus that the utility model embodiment provides;
Fig. 3 is that the III of Fig. 2 is to sectional view;
Fig. 4 is that the IV of Fig. 2 is to sectional view;
Fig. 5 is that the V of Fig. 2 is to sectional view;
Fig. 6 is that the VI of Fig. 2 is to sectional view.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described.
See also Fig. 1 to Fig. 2, a kind of waste water control integrated apparatus 100 that the utility model embodiment provides, it comprises a uncovered casing 10, and described casing 10 comprises inner 11 and uncovered portion 12.Described inner 11 be separated into be arranged side by side successively anaerobic zone 111, aerobic zone 112, settling region 113 and clear water storage area 114.Described uncovered portion 12 is provided with floating bed 121a, described floating bed 121a floats and is arranged at described aerobic zone 112 and settling region 113, there is in order to plantation the hydrophilous plant 121b of root system, and the root system 121c of described hydrophilous plant 121b part stretches into described aerobic zone 112 and described settling region 113.
The waste water control integrated apparatus 100 that the utility model embodiment provides is by being separated into anaerobic zone 111 by box house, aerobic zone 112, settling region 113 and clear water storage area 114, and floating bed 121a is set above aerobic zone 112 and settling region 113, then on floating bed 121a, plantation has the hydrophilous plant 121b of root system, after sewage is hydrolyzed by anaerobic zone 111, enter in described aerobic zone 112 and decompose, now, because the root system 121c part of described hydrophilous plant 121b stretches in described aerobic zone 112, then described root system 121c can with described waste water, thus the N adsorbed in described sewage, P etc.By arranging the pollutent in hydrophilous plant 121b absorption effluent, while can helping this sewage purification, also because this pollutent can serve as the fertilizer of hydrophilous plant 121b, so without the need to applying fertilizer to hydrophilous plant 121b, thus can beautify the environment, economize on resources.The described sewage decomposed via described aerobic zone 112 is passed in described settling region 113 and carries out sludge settling, because described hydrophilous plant 121b kind is planted above described settling region 113, so described hydrophilous plant 121b can adsorb the pollutent in described sewage further, the described sewage of further process, and after finally making the pollutent precipitation in described sewage, enter in described clear water storage area 114 and store, water after purification can be stored in described clear water storage area 114, in order to domestic waste water, thus can saving water resource.
In present embodiment, described casing 10 is square box, and the material of described casing 10 can adopt carbon steel to add impregnating material makes, to ensure its durability.Described casing 10 can be embedded in ground, and as in vegetable garden or garden, described hydrophilous plant 121b can be the plant or vegetables etc. that adapt to garden or vegetable garden plantation.In order to support described casing 10 further, ensure that described casing 10 does not damage by ambient pressure overwhelms, the periphery of described casing 10 is provided with fixed support post 13, described fixed support post 13 can adopt the material such as angle steel or stainless steel to make.Be understandable that, in other embodiments, described casing 10 also can adopt stainless steel, other metallic substance or inorganic materials, as Steel Concrete, reinforcing bar mix brick etc. and make.
In present embodiment, described casing 10 can have been assembled in workshop, and when described casing 10 completes assembling in workshop, the length of described casing 10 can be 3 ~ 8m, and its width can be 1.5 ~ 3m, and it highly can be 1.5 ~ 2.8m.In another embodiment, described casing 10 also can be assembled under environment in the open, and when environment completes assembling to described casing 10 in the open, the length of described casing 10 can be greater than 8m, and width can be greater than 3m, and height can be greater than 2.8m.
In present embodiment, described inner 11 adopt dividing plate (not identifying in figure) to be separated into described anaerobic zone 111, aerobic zone 112, settling region 113 and clear water storage area 114.Be understandable that, in other embodiments, described inner 11 also can adopt other modes to separate, as described in bracing frame is set in inner 11.
The first filler 111a is provided with, in order to be hydrolyzed to described sewage in described anaerobic zone 111.In present embodiment, described first filler 111a is made up of from one or more in ball wander about as a refugee ball and organic stream of combined stuffing, fiber grass porous particle.Described combined stuffing is made by organic fibre silk, fiber yarn ring support and nylon rope to be formed.Described organic stream is make the how concavo-convex ball of many rings porous of being formed by organic materials from ball, and described fiber grass porous particle ball of wandering about as a refugee is the three-dimensional spheroid be combined to form from ball etc. by organic fibre grass, porous active particle and organic stream.Adopt aforesaid combination filler, can be detained the suspended substance in sewage and initial hydrolysis acidifying.Adopt above-mentioned fiber grass porous particle to wander about as a refugee ball and organic stream from ball, further acidication can be carried out to sewage.
Described anaerobic zone 111 adopts baffle for separating to form one-level anaerobic zone 111b and secondary anaerobic district 111c.In present embodiment, in described one-level anaerobic zone 111b, be provided with described combined stuffing, to be carried out being detained and acidication by the suspended substance in described sewage.Be provided with described fiber grass porous particle in described secondary anaerobic district 111c and wander about as a refugee ball and organic stream from ball, in order to carry out further acidication to the suspended substance in described sewage, and nitration reaction is carried out in the anaerobic environment of described secondary anaerobic district 111c, to carry out denitrogenation (N), release phosphorus (P) and carbonic acid gas (CO2) to described sewage, thus reach the object larger molecular organics in described sewage being resolved into small organic molecule, so that follow-up further purification.
Further, the top that described combined stuffing is filled in described one-level anaerobic zone 111b towards the spacing bottom it 30cm to 50cm between, and the filling spacing of described combined stuffing is 15 ~ 20cm, described combined stuffing can as the microorganism carrier in described sewage, form microbial film, so the processing load to described sewage inside unit volume can be increased.Wander about as a refugee ball and organic stream of the described fiber grass porous particle of filling in described secondary anaerobic district 111c is 1: 2 ~ 1: 4 from the ratio of ball, in order to the acidifying that is hydrolyzed by described sewage, and described fiber grass porous particle is wandered about as a refugee, ball and organic stream are filled in the 30cm place of bottom apart from its distance from top of described secondary anaerobic district 111b from ball.Described fiber grass porous particle ball of wandering about as a refugee as microorganism carrier, can form huge active particle mud, and due to its can in described sewage unmanaged flexibility, so can prevent described microbial film from blocking.Adopt aforementioned proportion to fill described fiber grass porous particle and wander about as a refugee ball and organic stream from ball, wander about as a refugee ball and organic stream of described fiber grass porous particle can be made to reach best from the retention effect of ball to the suspended substance in described sewage, and its acidication ability reach best.Be understandable that, the position of above-mentioned filling proportion and filling all can be arranged according to the disposition adjustment of actual installation situation and sewage.
Please participate in Fig. 2, Fig. 3 and Fig. 4 in the lump, 111b inside, described one-level anaerobic zone is provided with support bar 1111, described support bar can be the steel pipe of hollow or adopts the large and buoyant organic materials of light weight, intensity to make, thus can fix described combined stuffing.Particularly, described support bar 1111 is many, and many described support bars 1111 are arranged side by side, and the spacing described in every root between support bar 1111 is 10cm ~ 20cm.Be understandable that, in other embodiments, described support bar 1111 also can adopt other metallic substance or inorganic materials to make.
In order to further improvement, described support bar 1111 is set up in the down about 30cm place, top of described one-level anaerobic zone 111b, so that when described combined stuffing is fixed on described support bar 1111, described combined stuffing can be soaked in sewage, thus due to the support fixed action of described support bar 1111, thus can prevent described combined stuffing from flowing along with the flowing of described sewage in described anaerobic zone 111, thus guarantee to play delay effect to the pollutent in described sewage.Be understandable that, in another embodiment, in described one-level anaerobic zone 111b, also can the string bag be set, the described string bag is fixed in described one-level anaerobic zone 111c, then described combined stuffing is placed and be contained in the described string bag.
In another kind of embodiment, described one-level anaerobic zone 111b also can fill described fiber grass porous particle and wander about as a refugee ball and organic stream from ball, and its filling proportion is 1: 1 ~ 1: 3.
In order to further improvement, in present embodiment, described anaerobic zone 111 is provided with water-in 111d, described water-in 111d in order to by sewage transport in described anaerobic zone 111.Particularly, described water-in 111d is located at the side at 111b top, described one-level anaerobic zone, described water-in 111d can connect inlet channel (not identifying in figure), by sewage collecting in collecting region, then one end of described inlet channel is connected to collecting region, the other end is connected with described water-in 111d, thus sewage is delivered to the object that described waste water control integrated apparatus 100 carries out purifying by realization from collecting region.
Described aerobic zone 112 is arranged side by side with described anaerobic zone 111, and described sewage is hydrolyzed via described anaerobic zone 111 after acidifying, enters in described aerobic zone 112 and decomposes further.In present embodiment, described aerobic zone 112 was provided with mouth of a river 112a with the junction of described anaerobic zone 111, described mistake on the 112a of the mouth of a river was connected with water pipe (not identifying in figure), and described water pipe of crossing is in order to purify described sewage transport to the described aerobic zone 112 in described anaerobic zone 111 after described first filler 111a is detained acidication further.
The second filler 112b is provided with, in order to decompose described sewage in described aerobic zone 112.In present embodiment, described second filler 112b is made up of from ball wander about as a refugee ball, organic stream of combined stuffing, fiber grass porous particle, and described fiber grass porous particle is wandered about as a refugee, ball and described organic stream are 1: 1 ~ 1: 3 from the ratio of ball, to make described second filler 112b, the capacity of decomposition that the small organic molecule in described sewage resolves into microbial cells and carbonic acid gas is reached best, thus the residence time of described sewage in described anaerobic zone 111 can be reduced, and then the purification efficiency of described sewage can be improved.
Described aerobic zone 112 is separated into fill area 112c and gas explosion district 112d, and described gas explosion district 112d is positioned at the below of described fill area 112c.Be filled with described second filler 112b in described fill area 112c, and the bottom of the top of fill area 112c down 30m place and described fill area 112c is up all filled with described second filler 121b in 30cm place.
Further, many supports 1121 are provided with in described fill area 112c, many described supports 1121 can be made up of the buoyant hollow steel pipe of tool or organic materials, many described supports 1121 are in order to the described combined stuffing in fixing described second filler 121b, to prevent described combined stuffing from following the flowing of described sewage and flow and affect it to the Decomposition of the small organic molecule in described sewage and it is to the delay effect of the pollutent in described sewage, ensure the decontamination effect improving to described sewage.
Described waste water control integrated apparatus 100 also comprises aeration tube 20 and aeration head 30, described aeration tube 20 and described aeration head 30 are all located at described gas explosion district 112d, described aeration tube 20 in order to air is delivered in described aerobic zone 112, to ensure to have in described aerobic zone 112 sufficient oxygen.Described aeration head 30 is installed on described aeration tube 20 and stretches into one end in described aerobic zone 112, with by air diffuser to described aerobic zone 112.Particularly, described aeration tube 20 is fixed in described gas explosion district 112d by a supporting bracket (not shown), described aeration head 30 is micro porous aeration head, described aeration head 30 can be multiple, and the installing space between multiple described aeration head 30 can be 40 ~ 50cm, multiple aeration head 30 is adopted to be delivered to by air in described aerobic zone 112 fast, and because described aeration head 30 is micro porous aeration head, so make to be delivered to air in described aerobic zone 112 can rapid solution in water, ensure that described aerobic zone 112 is normally carried out with the reaction of the small organic molecule in described sewage.
Further, described supporting bracket is provided with clip, described clip, in order to fixing described aeration tube 20, can be fixed on described supporting bracket all the time to make described aeration tube 20.In order to prevent air from described aeration tube 20 seepage, the end of described aeration tube 20 is provided with pipe cap, and described pipe cap closes the hollow bulb of described aeration tube 20, and lock onto described aeration tube 20, thus can prevent the seepage of described air.In another kind of embodiment, described pipe cap can be spring plug, rubber plug or check nut etc.
In order to further improvement, described waste water control integrated apparatus 100 also comprises blower fan 40, and described blower fan 40 is connected with described aeration tube 20 one end away from described aerobic zone 112, in order to be delivered to by air in described aeration tube 20.In present embodiment, described blower fan 40 can be rotary type blower fan, described blower fan 40 can be positioned on ground, and in order to ensure the performance of described blower fan 40 further, prevent it owing to the ambient conditions and cause it to occur the reason such as job failure or damage such as to expose to the sun and rain, one fan house 41 closed can be set on the ground, described blower fan 40 is positioned in described fan house 41.In addition, can carry out Inspection and maintenance to described blower fan 40 in real time for the ease of serviceman or control it running, described fan house 41 also can arrange an opening 411, so that serviceman enters or leave described fan house.Concrete, described fan house 41 can adopt rain cover to enclose formation.
Described settling region 113 is arranged side by side with described aerobic zone 112, is provided with the 3rd filler 113a, in order to carry out mud-water separation to described sewage, and by sludge settling in described settling region 113 in described settling region 113.In present embodiment, described 3rd filler 113a is organic filler, described 3rd filler 113a can reduce flow energy, suspended substance in described sewage is precipitated, and the mud in described sewage is separated from described sewage, and make sludge settling in described settling region 113, thus reach the object of purifying waste water further.
Further, the edge of described settling region 113 is provided with inclined-plane 113b, in order to by the sludge accumulation of described settlement of sewage to the central section of described settling region 113.In present embodiment, because described settling region 113 is one piece of square region, so described settling region 113 has four corners, namely described inclined-plane 113b is four.Particularly, described inclined-plane 113b can be the tilted plate be set up in described settling region 113.The range of tilt angles in 113b relative level face, described inclined-plane is 30 ° ~ 60 °.Because four edges of described settling region 113 are provided with described inclined-plane 113b, so when described settling region 113 inner accumulated has mud, due to the tilting action of described inclined-plane 113b, make mud cannot accumulate in the edge of described settling region 113, and the central section of described settling region 113 can only be accumulated in, so the described mud of follow-up suction cleaning can be convenient to.
Be provided with the 4th filler 114a in described clear water storage area 114, in order to filter described sewage, and be stored in described clear water storage area 114.In present embodiment, described clear water storage area 114 is divided into filtrating area 114b and storage area 114c.Concrete, described clear water storage area 114 adopts baffle for separating to form described filtrating area 114b and described storage area 114c.Be provided with described 4th filler 114a in described filtrating area 114b, and described 4th filler 114a is filter packing.Described 4th filler 114a in order to by the pollutent in described sewage or small sand filtration, thus reaches the effect of the described sewage of purification further.In addition, described 4th filler 114a is combined by the one in quartz sand, haydite or the two, thus can while described sewage is filtered, sterilization and disinfection can also be carried out to described sewage, thus instead of the mode that existing employing chemicals carries out sterilization and disinfection, thus can secondary pollution be reduced, reach environmental protection object.Be understandable that, in other embodiments, described 4th filler 114a also can be charcoal or other have the filler of filter effect.
Described storage area 114c is arranged at the below of described filtrating area 114b, in order to store the water after the 114b filter-sterilized of described filtrating area.In present embodiment, the junction of described filtrating area 114b and described storage area 114c is provided with posticum 1141, described sewage enters described storage area 114c by described posticum 1141 and stores after filtering via the described 4th filler 114a in described filtrating area 114b.
Further, described storage area 114c is provided with a water outlet 1142, described water outlet 1142 can in order to connect rising pipe, by described rising pipe, the water in described storage area 114c is delivered to elsewhere, domestic waste water is can be used in the sewage after making this purification, as rinsed road water or elsewhere for the irrigating plant in vegetable garden or garden, water barrow, thus reach the object utilized by sewage secondary, instead of existing direct discharge and cause the way of water resource waste, having saved water resources widely.
In another embodiment, described clear water storage area 114 also can be separated into filtrating area, sterilizating area and storage area, is filled with filter packing in described filtrating area, in order to filter the pollutent in described sewage.Combined stuffing can be provided with, in order to carry out sterilization and disinfection to described sewage in described sterilizating area.Concrete, described combined stuffing can be combined to form from ball by wander about as a refugee ball and organic stream of fiber grass porous particle, and described fiber grass porous particle is wandered about as a refugee, ball and organic stream are 1: 1 ~ 1: 2 from the filling proportion of ball, and described fiber grass porous particle is wandered about as a refugee, ball and organic stream can fluctuate from ball in described sterilizating area, thus the pollutent that can adsorb in described sewage, reach the object of sterilization and purification.Described storage area is located at below described sterilizating area, in order to store the water through sterilization.
In addition, also can floating bed be set in described sterilizating area, in described floating bed, plantation has the hydrophilous plant of root system, sterilization and disinfection can be carried out to the pollutent in sewage by the oozy secretory product of the root system of hydrophilous plant, thus without the need to arranging the way of arranging after chemical agent carries out dephosphorization denitrogenation, sterilization and disinfection outward, reduce secondary pollution.
In present embodiment, described floating bed 121a is formed from the multiple combination in ball, haydite, porous particle and powder by organic materials, organic stream, and the density of described floating bed 121a is similar to the density of water, so described floating bed 121a can suspend in water, and described floating bed 121a has the adsorption function of similar cavernous body.Because described floating bed 121a is located at the top of described aerobic zone 112 and described settling region 113, so when described sewage enters described aerobic zone 112 and described settling region 113, pollutent in described sewage can part be adsorbed by described floating bed 121a, thus is conducive to described sewage and purifies.
Described hydrophilous plant 121b kind is planted on described floating bed 121a.In present embodiment, described hydrophilous plant 121b adopts the plant with root system.For the ease of planting and being beneficial to sewage purification, described hydrophilous plant 121b adopts the wetland plant that growth is vigorous and resistant power is strong.
The root system 121c of described hydrophilous plant 121b stretches in described aerobic zone 112 and described settling region 113, thus make when described sewage is after decomposition acidifying is carried out in described anaerobic zone 111, when entering in described aerobic zone 112, described root system 121c can absorb the N in described sewage, P, heavy metal and organism etc., and be that organism is stored in described root system 121c by the photosynthesis of described hydrophilous plant 121b by carrying out in described aerobic zone 112 reacting the carbon dioxide transitions produced, can produce oxygen simultaneously, transfer in described aerobic zone 112 by described root system 121c, thus the gas explosion amount that can reduce described aerobic zone 112, simultaneously, Carbon emission can also be prevented in air, reach carbon fixation and emission reduction, the object purified air.In addition, when described sewage is after the floating bed 121a on described aerobic zone 112 and described aerobic zone 112 purifies further, enter in described settling region 113, owing to being provided with described floating bed 121a equally above described settling region 113, so the root system 121c of the described hydrophilous plant 121b on the described floating bed 121a described sewage that can adsorb further in described settling region 113 is not also absorbed the material such as N, P completely, thus reaches the object helping described sewage purification further.
By arranging described floating bed 121a on described aerobic zone 112 and described settling region 113, and plantation has the hydrophilous plant 121b of described root system 121c on described floating bed 121a, thus can make while described sewage is purified, the N in described sewage can be utilized, the Substance Transformations such as P become the fertilizer required for described hydrophilous plant 121b, and carry out photosynthesis via described hydrophilous plant 121b, unnecessary carbonic acid gas is converted to oxygen and supply described aerobic zone 112, prevent Carbon emission in air, ensure that the oxygen in described aerobic zone 112 is sufficient, and then ensure normally carrying out of purification.Meanwhile, the effect that solidification reduces discharging also is reached.Adopt aforesaid way, the employing that can instead of arranges floating bed in anaerobic zone and aerobic zone simultaneously, and in floating bed, plant the mode of hydrophilous plant, when oxygen is transferred to anaerobic zone by the root system of this hydrophilous plant by hydrophilous plant generation photosynthesis, then can destroy the anaerobic environment of anaerobic zone, and then be unfavorable for the mode of dirty water purification.
Described waste water control integrated apparatus 100 also comprises greenhouse structures 60, and described greenhouse structures 60 cover at above described hydrophilous plant 121b, in order to provide greenhouse to described hydrophilous plant 121b.In present embodiment, described greenhouse structures 60 comprise support (not identifying in figure), insulation film 61, breather hole (not identifying in figure) and door 62.Described support can be set up on ground.Described support can be detachably to be located on ground, so that dismantle in real time.In addition, in order to cost-saving, described support can adopt the materials such as bamboo pole, waddy or reinforcing bar to make.
Described insulation film 61 is located on described support, and covers at above described hydrophilous plant 121b.In present embodiment, described insulation film 61 can adopt the materials such as the plastics of printing opacity or glass to make, so that the illumination in the conduction external world or photo-thermal are to described hydrophilous plant 121b, heat insulation effect can be had simultaneously, prevent due to external environment change, as lower in temperature or illumination condition is not good time to as described in the growth of hydrophilous plant 121b bring unfavorable, ensure the homo(io)thermism of the growing environment of described hydrophilous plant 121b.In addition, in order to ensure the growing environment of described hydrophilous plant 121b further, also can at described insulation film 61 outer setting artificial lighting machine or Heat artificially machine etc.
Described breather hole is opened on described insulation film 61, with by air transmission to described insulation film 61, ensures that described hydrophilous plant 121b can have enough carbonic acid gas and carry out photosynthesis.
Described door 62, in order to enter or to leave described greenhouse structures 60, by arranging described door 62, can make staff can enter the growing state observing described hydrophilous plant 121b in described greenhouse structures 60 in real time.Particularly, described door 62 can adopt the plastics film of printing opacity, glass or other materials with transparent heat insulating to make.
During use, be embedded in ground by described casing 10, ensure that described blower fan 40 and described hydrophilous plant 121b can basset.By described water-in, sewage is passed in described anaerobic zone 111, due to the decomposition acidification of the first filler 111a in described anaerobic zone 111, the purification speed of described sewage can be accelerated, so the residence time of described sewage in described anaerobic zone 111 can be 2 ~ 4h, then described aerobic zone 112 is entered, owing to being provided with described floating bed 121a above described aerobic zone 112, and described floating bed 121a plants and is implanted with the hydrophilous plant 121b with described root system 121c, so when described sewage enters in described aerobic zone 112, the root system 121c of described hydrophilous plant 121b can stretch in described aerobic zone 112 and described waste water, thus can by the N in described sewage, P, the material absorbings such as carbonic acid gas, then the photosynthesis of described hydrophilous plant 121b is utilized, convert described carbonic acid gas to oxygen, and transfer in described aerobic zone 112 by described root system 121c, ensure that the oxygen in described aerobic zone 112 is sufficient.In addition, described root system 121c can secrete the secretory product to have disinfection, can carry out sterilization and disinfection to described sewage, thus without the need to adopting chemical agent to carry out disinfection to described sewage, reduces secondary pollution.Therefore, described sewage enters described aerobic zone 112, be 4 ~ 6h in the residence time of described aerobic zone 112, thus can ensure that described sewage fully can contact with described root system 121c, to greatest extent the pollutent in described sewage is absorbed to ensure to reach and be hydrolyzed.Enter in described settling region 113 via the sewage after the purification of described aerobic zone 112 and carry out sediment deposition.Owing to being provided with described floating bed 121a in described settling region 113, so when described sewage enters described settling region 113, the root system 121c of described hydrophilous plant 121b can absorb the materials such as N, P residual in described sewage further, and described root system 121c can secrete secretory product carries out sterilization and disinfection to described sewage, thus purifies described sewage further.Therefore, the time that described sewage enters described settling region 113 is 1 ~ 2h, thus guarantee time enough the sludge settling in described sewage is got off, meanwhile, described root system 121c also can be made pollutent residual in described sewage can be absorbed further.Precipitating the described sewage after silt via described settling region 113 passes in described clear water storage area 114; by described filtrating area 114b, described sewage is filtered; described sewage can be purified further; therefore; the time that described sewage enters described filtrating area 114b is 1 ~ 2h, thus can ensure to have time enough and can filter out the grains of sand or other pollutents etc. in described sewage.Enter described storage area 114c by the water after described filtrating area 114b filters, be then stored in described storage area 114c.Water after this purification can be used in domestic waste water, as the pouring of vegetables or plant, cleaning road with water etc.
Aforesaid way is adopted to find out, described sewage is in each stage, as as described in anaerobic zone 111, aerobic zone 112, the residence time in settling region 113 and described clear water storage area 114 is all not identical, and be respectively arranged with described first filler 111a owing to adopting in each region, second filler 112a, 3rd filler 113a and the 4th filler 114a, thus the decontamination effect improving that can strengthen described sewage, and in described aerobic zone 112 and settling region 113, be provided with floating bed 121a, by on described floating bed 121a plantation hydrophilous plant 121b to the N in described sewage, the materials such as P absorb, thus the residence time of described sewage in each region can be shortened further, and then the purification efficiency of described sewage can be improved further.
The waste water control integrated apparatus that the utility model provides is by arranging anaerobic zone side by side successively, aerobic zone, settling region and clear water storage area, and floating bed has root system hydrophilous plant in order to plantation is set above aerobic zone and settling region, after sewage is hydrolyzed by anaerobic zone, enter in aerobic zone and decompose, and simultaneously by the root system of hydrophilous plant to the N in sewage, the pollutents such as P adsorb, then the sewage after decomposing is entered in settling region and carry out sludge settling, and by the root system being located at the hydrophilous plant above settling region, the pollutent in sewage is adsorbed further, finally enter clear water storage area to store.By hydrophilous plant further by the pollutent absorption in sewage, thus instead of the way of arranging after existing employing chemical agent carries out dephosphorization denitrogenation, sterilization and disinfection outward, while decreasing topsoil, decrease secondary pollution.In addition, adopt clear water storage area to be stored by the water after final purification, can be used in domestic waste water, thus saved water resources.
The above is preferred implementation of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications are also considered as protection domain of the present utility model.
Claims (10)
1. a waste water control integrated apparatus, it is characterized in that, it comprises a uncovered casing, described casing comprises inner and uncovered portion, the anaerobic zone that described interior separation becomes to be arranged side by side successively, aerobic zone, settling region and clear water storage area, the first filler is provided with in described anaerobic zone, in order to be hydrolyzed to described sewage, the second filler is provided with in described aerobic zone, in order to decompose described sewage, the 3rd filler is provided with in described settling region, in order to carry out mud-water separation to described sewage, and by sludge settling in described settling region, the 4th filler is provided with in described clear water storage area, in order to filter described sewage, and be stored in described clear water storage area, described uncovered portion is provided with floating bed, and described floating bed is floated and is located on described aerobic zone and described settling region, have the hydrophilous plant of root system, and the root system of described hydrophilous plant stretches into described aerobic zone and described settling region in order to plantation.
2. waste water control integrated apparatus according to claim 1, it is characterized in that, described anaerobic zone is separated to form one-level anaerobic zone and secondary anaerobic district, described first filler is by combined stuffing, fiber grass porous particle is wandered about as a refugee ball and organic stream one or more compositions from ball, combined stuffing is filled with in described one-level anaerobic zone, also support bar is provided with in described one-level anaerobic zone, described combined stuffing is fixed on described support bar, described combined stuffing is in order to be detained the suspended substance in described sewage, be filled with fiber grass porous particle in described secondary anaerobic district and wander about as a refugee ball and organic stream from ball, and described fiber grass porous particle is wandered about as a refugee, ball and described organic stream are 1: 2 ~ 1: 4 from the ratio of ball, in order to acidifying that sewage is hydrolyzed.
3. waste water control integrated apparatus according to claim 1, it is characterized in that, described second filler is made up of from ball wander about as a refugee ball, organic stream of combined stuffing, fiber grass porous particle, and described fiber grass porous particle is wandered about as a refugee, ball and described organic stream are 1: 1 ~ 1: 3 from the ratio of ball.
4. waste water control integrated apparatus according to claim 1, it is characterized in that, described waste water control integrated apparatus also comprises aeration tube and aeration head, one end of described aeration tube is stretched in described aerobic zone, in order to air is delivered in described aerobic zone, described aeration head is installed on described aeration tube and stretches into one end in described aerobic zone, with by air diffuser to described aerobic zone.
5. waste water control integrated apparatus according to claim 4, it is characterized in that, described waste water control integrated apparatus also comprises blower fan, and described blower fan is connected with one end away from described aerobic zone of described aeration tube, and described blower fan is in order to be delivered to air in described aeration tube.
6. waste water control integrated apparatus according to claim 1, is characterized in that, described 3rd filler is organic filler.
7. waste water control integrated apparatus according to claim 6, is characterized in that, the edge of described settling region is provided with inclined-plane, in order to by the sludge accumulation of described settlement of sewage to the central section of described settling region.
8. waste water control integrated apparatus according to claim 1, it is characterized in that, described clear water storage area is divided into filtrating area and storage area, described 4th filler is provided with in described filtrating area, and described 4th filler is filtering material, the junction of described filtrating area and described storage area is provided with posticum, and described sewage enters described storage area by described posticum and stores after filtering via described 4th filler.
9. waste water control integrated apparatus according to claim 1, is characterized in that, described floating bed is made up of from one or more in ball, macromolecular material, haydite, powder and the grains of sand organic stream.
10. waste water control integrated apparatus according to claim 1, it is characterized in that, described waste water control integrated apparatus also comprises greenhouse structures, and described greenhouse structures cover at above described hydrophilous plant, in order to provide greenhouse to described hydrophilous plant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520464665.8U CN204752490U (en) | 2015-06-27 | 2015-06-27 | Waste water control integrated device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520464665.8U CN204752490U (en) | 2015-06-27 | 2015-06-27 | Waste water control integrated device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204752490U true CN204752490U (en) | 2015-11-11 |
Family
ID=54467219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520464665.8U Withdrawn - After Issue CN204752490U (en) | 2015-06-27 | 2015-06-27 | Waste water control integrated device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204752490U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104973732A (en) * | 2015-06-27 | 2015-10-14 | 江西怡杉环保有限公司 | Sewage treatment integral apparatus |
-
2015
- 2015-06-27 CN CN201520464665.8U patent/CN204752490U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104973732A (en) * | 2015-06-27 | 2015-10-14 | 江西怡杉环保有限公司 | Sewage treatment integral apparatus |
| CN104973732B (en) * | 2015-06-27 | 2017-03-01 | 江西怡杉环保股份有限公司 | Waste water control integrated apparatus |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104973732A (en) | Sewage treatment integral apparatus | |
| CN204874037U (en) | Ecological chinampa device of coupling aeration | |
| CN100486922C (en) | Integral sputtering-oxygenating-biofiltering waste water purifying apparatus and process | |
| CN104973734A (en) | Integrated sewage treatment apparatus | |
| CN107364973A (en) | A kind of sewage disposal system and its application and sewage water treatment method | |
| CN211871749U (en) | Solar ecological floating island | |
| CN205907135U (en) | Natural pond liquid effluent disposal system | |
| CN204752490U (en) | Waste water control integrated device | |
| CN204022620U (en) | The ecological resources system of sewage disposal | |
| CN101891348B (en) | Sewage treatment system for water shortage cities and storage and advanced treatment method of sewage and rainwater | |
| CN111217494A (en) | Solar ecological floating island | |
| CN112047561A (en) | Novel ecological stabilization pond is to processing system in black and odorous river course | |
| CN217103473U (en) | Comprehensive treatment system based on farmland water return | |
| CN204752467U (en) | City river biological purification device | |
| CN113371927B (en) | Be adapted to small-size distributed rural domestic sewage's processing system | |
| CN213596109U (en) | Landscape type domestic sewage ecological treatment integrated facility | |
| CN214758401U (en) | Root-dividing region drip irrigation system for agricultural non-point source sewage purification | |
| CN204752491U (en) | Waste water control integrated device | |
| CN209890443U (en) | Aerobic-anaerobic alternate nitrogen and phosphorus removal constructed wetland with aeration system and water level control | |
| CN207330662U (en) | The power-free integrated multimedium processing system of domestic sewage in rural areas | |
| CN102092891B (en) | Riverside combined pond technology and system used for water purification of polluted river | |
| CN107352751B (en) | Three-dimensional combined type ecological floating island system based on river channel shipping | |
| CN203855453U (en) | Landscape water body purification device | |
| CN214693506U (en) | Diversion sprinkling irrigation type ultraviolet ecological combined water purifying device | |
| CN117105456B (en) | Composite sewage treatment system and method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 330000 Nanchang high tech Development Zone, Jiangxi high tech Road, No. two, No. 398 plant, building two Patentee after: JIANGXI ESUN ENVIRONMENT PROTECTION CO., LTD. Address before: 330000 Nanchang high tech Development Zone, Jiangxi high tech Road, No. two, No. 398 plant, building two Patentee before: Jiangxi Yishan Environmental Protection Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170707 Address after: 332100 Jiangxi Province, Jiujiang Jiujiang economic and Technological Development Zone West Port double base No. 2 Factory Patentee after: Jiangxi wisdom Environment Technology Co., Ltd. Address before: 330000 Nanchang high tech Development Zone, Jiangxi high tech Road, No. two, No. 398 plant, building two Patentee before: JIANGXI ESUN ENVIRONMENT PROTECTION CO., LTD. |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151111 Effective date of abandoning: 20171114 |