CN204058166U - A kind of Sewage treatment systems - Google Patents

A kind of Sewage treatment systems Download PDF

Info

Publication number
CN204058166U
CN204058166U CN201420292740.2U CN201420292740U CN204058166U CN 204058166 U CN204058166 U CN 204058166U CN 201420292740 U CN201420292740 U CN 201420292740U CN 204058166 U CN204058166 U CN 204058166U
Authority
CN
China
Prior art keywords
methane
bag unit
layer
methane bag
treatment systems
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Withdrawn - After Issue
Application number
CN201420292740.2U
Other languages
Chinese (zh)
Inventor
林国忠
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xiamen Guo Shou Boar Development Corp Ltd
Original Assignee
Xiamen Guo Shou Boar Development Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xiamen Guo Shou Boar Development Corp Ltd filed Critical Xiamen Guo Shou Boar Development Corp Ltd
Priority to CN201420292740.2U priority Critical patent/CN204058166U/en
Application granted granted Critical
Publication of CN204058166U publication Critical patent/CN204058166U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a kind of Sewage treatment systems, comprise connect successively feed tank, methane-generating pit, solid-liquid separator, aeration tank, settling tank, precipitation distribution reservoir, artificial swamp and outlet sump, fine fack is provided with in described feed tank, aerating apparatus is provided with in described aeration tank, described settling tank is disposed adjacent with precipitation distribution reservoir, and centre is connected by overflow port; Described aeration tank is connected to settling tank by water shoot, and described methane-generating pit comprises pond body and methane bag group, and described pond body is disposed with regulating course, waterproof layer, thermal insulation layer and thick sand bed from top to bottom, is embedded with heat pipe plurally in described thick sand bed; Impervious barrier, layer of displacement, transition layer, filtering layer and tectum is disposed with from top to bottom at the bottom of the pond in wetland pond.The utility model is used for the sewage disposal such as livestock and poultry cultivation, ight soil chip removal thing, and treatment effect is good, and production efficiency is high, and running cost is low, and energy consumption is low, and the discharge water quality of processed waste water reaches country and local associated emission standard.

Description

A kind of Sewage treatment systems
Technical field
The utility model relates to a kind of Sewage treatment systems of livestock and poultry cultivation.
Background technology
China has huge livestock industry industrial chain, has made great contribution for promoting national development and improving farmers' income.But in view of the restriction of China's present stage agricultural science and technology level, while production, a large amount of sewage is directly entered rivers, causes serious pollution.
At present, containing a large amount of loop chain organic compound (high concentration COD), nitrine class mineral compound (uric acid) and ammonia nitrogen, suspended substance etc. in aquaculture wastewater, no matter these materials are enter water body (as entering surface water body or the water body that permeates the ground), still some substance releases wherein enter air, they directly or indirectly can produce serious harm to animal and plant, destroy ecotope.In aquaculture wastewater, inorganics generally exists, as NH with forms such as ammonium salts 4 +, NH 3, SCN -, CN -, SO 4 2-, TP etc.Organism is except CODcr, BOD 5, outside SS etc., also comprise fatty compounds, heterocyclic compound and polynuclear aromatics etc., also comprise petroleum-type, animals and plants oily substance simultaneously.Containing a large amount of hazardous and noxious substances in sewage, wherein some phenolic compound can make cell protein generation sex change and precipitation, has direct toxic action to various cell, can also cause methemoglobinemia; Wherein prussiate belongs to highly toxic substance, after being with body, can be combined with high swage Terminal oxidase, become cyaniding height swage Terminal oxidase, makes it lose the effect of transmitting oxygen, thus causes histanoxia and cause poisoning; Wherein a large amount of polycyclic aromatic hydrocarbonss and heterocyclic compound, much by suspected of carcinogenic and mutagenic matter, after wherein a large amount of organism enters water body, also by consuming dissolved oxygens a large amount of in water, cause water hypoxia, harm hydrobiont.
Because sewage is extremely serious to the destruction of natural, ecological, huge to the threat of the mankind, therefore, not only to administer it, and will administer thoroughly, and want antipollution transfer and produce secondary pollution, to carry out carrying out recycle to limited water resources simultaneously.
Although wastewater treatment can use burning, wet oxidation, sonolysis, ozone oxidation, liquid chlorine oxidation, Chlorine Dioxide Oxidation, ion-exchange, steaming stripping except, the multiple physics such as extraction and recovery, biological decomposition, chemistry, physicochemical or biochemical method, the process being used alone or in combination to a certain extent.But the processing method of most physics and chemistry is very ineffective to wastewater treatment, some process are not thorough, and some meetings cause pollution transportation or produce secondary pollution, particularly utilize the method process waste water of physics or chemistry, its running cost is extremely high, and general enterprises is beyond affordability.
Therefore, use for reference Experience in Development both domestic and external, China starts greatly develop green agriculture and build ecological environmental-protection cultivation.Such as, after the movement of the mankind and animal or sewage collecting fermentation, obtain biogas and the Sewage treatment systems of various energy utilization device is set around biogas.Present stage, this Sewage treatment systems still rests on application on a small scale and among a small circle, and most of methane-generating pit is carry out regeneration to sewage unilaterally, and after obtaining biogas, remaining natural pond liquid and natural pond slag are abandoned as waste material.In addition, natural pond slag and natural pond liquid are often deposited on bottom methane-generating pit, and natural pond liquid mixes with natural pond slag and is difficult to be separated, and are separated and can utilize further after needing human at periodic intervals to salvage cleaning.The utilization ratio of sewage is still very low, and engineering construction cost is high, and economic benefit is low, is difficult to large-scale promotion.Meanwhile, the sewage after process is often difficult to reach emission standard, causes severe contamination.
Summary of the invention
The technical problems to be solved in the utility model, is to provide a kind of Sewage treatment systems, for sewage disposals such as livestock and poultry cultivation, ight soil chip removal things, treatment effect is good, and production efficiency is high, and running cost is low, energy consumption is low, and the discharge water quality of processed waste water reaches country and local associated emission standard.
The utility model realizes above-mentioned technical problem like this:
A kind of Sewage treatment systems, described Sewage treatment systems comprise connect successively feed tank, methane-generating pit, solid-liquid separator, aeration tank, settling tank, precipitation distribution reservoir, artificial swamp and outlet sump, fine fack is provided with in described feed tank, aerating apparatus is provided with in described aeration tank, described settling tank is disposed adjacent with precipitation distribution reservoir, and centre is connected by overflow port; Described aeration tank is connected to settling tank by water shoot, and the outlet of described water shoot and overflow port are in same level height;
Described methane-generating pit comprises pond body and methane bag group, and described pond body is disposed with regulating course, waterproof layer, thermal insulation layer and thick sand bed from top to bottom, is embedded with heat pipe plurally in described thick sand bed; Described methane bag group comprises the first methane bag unit and the second methane bag unit, and described first methane bag unit and the second methane bag unit are all arranged on above thick sand bed, is connected between described first methane bag unit and the second methane bag unit by connecting pipeline;
Described first methane bag unit is provided with a sewage inlet, and described sewage inlet is connected with the first transferpump; Described second methane bag unit is provided with a sewage outlet, described sewage outlet is connected with the import of the second transferpump, described second conveying pump outlet is connected with solid-liquid separator, the top of described first methane bag unit and the second methane bag unit is equipped with a biogas hole, each described biogas hole is all connected to a Marsh gas collector, and the inner bottom part of described first methane bag unit and the second methane bag unit is all equipped with aeration tube;
Described artificial swamp comprises a wetland pond, impervious barrier, layer of displacement, transition layer, filtering layer and tectum is disposed with from top to bottom at the bottom of the pond in described wetland pond, the pool wall in described wetland pond is also provided with impervious barrier, the conduit of plural number is embedded with in described layer of displacement, the sidewall of each conduit is evenly provided with plural number and collects slotted eye, described tectum is provided with plural water pipe, each described water pipe is provided with plural water hole; The gravel that described layer of displacement is 16 ~ 20mm by particle diameter forms, the gravel that described transition layer is 8 ~ 16mm by particle diameter forms, described filtering layer particle diameter is the mud coarse sand composition of 0.2 ~ 6mm, and described tectum is the gravel of 8 ~ 16mm by particle diameter, and each described conduit is all connected to outlet sump.
Further, described precipitation distribution reservoir is arranged with vertical baffle plate away from the pool wall side of overflow port, and the height of described baffle plate is consistent with overflow port height, is provided with submersible pump in described baffle plate, and described submersible pump is also connected with the water pipe of artificial swamp.
Further, described overflow port is that diagonal lines is arranged respectively with drainpipe outlet and baffle plate.
Further, the connecting pipeline of described methane-generating pit comprises the first pipeline, inspection chamber and the second pipe that are connected successively, described first pipeline is connected with the bottom of the first methane bag unit, described second pipe is connected with the bottom of the second methane bag unit, and the bottom of described inspection chamber is higher than the bottom of the first methane bag unit and the second methane bag unit.
Further, described first pipeline one end stretched into bottom inspection chamber is provided with a telescopic action elbow.
Further, the water inlet of the geothermal tube of described methane-generating pit is connected with the water out of a process furnace, and the water out of described geothermal tube is connected with the water inlet of process furnace, and described biogas hole or Marsh gas collector are connected to described process furnace.
Further, the thickness of the described layer of displacement of described artificial swamp is 18 ~ 22cm, and the thickness of described transition layer is 8 ~ 12cm, and the thickness of described filtering layer is 75 ~ 85cm, and described tectal thickness is 8 ~ 12cm.。
Further, the receiving tank bore dia described conduit arranged is less than the diameter of layer of displacement gravel.
Further, described impervious barrier is geotextile impervious barrier.
Further, the bottom of described outlet sump is lower than bottom wetland pond.
The utility model tool has the following advantages:
The utility model efficiently can implement purifying treatment to livestock and poultry cultivation sewage compactly, effectively reduces the production cost of the dirty water decontamination handles industry, improves production efficiency and treatment effect.Operation of sewage disposal system cost of the present utility model is low, and initial cost is few, and energy consumption is low, and whole process environmental protection, does not produce secondary pollution, and reaches country and local associated emission standard through the discharge water quality of the utility model Sewage treatment systems processed waste water.
Accompanying drawing explanation
The utility model is further described with reference to the accompanying drawings in conjunction with the embodiments.
Fig. 1 is the structural representation of a kind of Sewage treatment systems of the utility model.
Fig. 2 is the methane-generating pit front view of a kind of Sewage treatment systems of the utility model.
Fig. 3 is the methane-generating pit left view of a kind of Sewage treatment systems of the utility model.
Fig. 4 is the close-up schematic view of A in Fig. 3.
Fig. 5 is the close-up schematic view of B in Fig. 3.
Fig. 6 is the aeration tube schematic diagram of a kind of Sewage treatment systems of the utility model.
Fig. 7 is the geothermal tube schematic diagram of a kind of Sewage treatment systems of the utility model.
Fig. 8 is the settling tank of a kind of Sewage treatment systems of the utility model and the front view of precipitation distribution reservoir.
Fig. 9 is the settling tank of a kind of Sewage treatment systems of the utility model and the side-view of precipitation distribution reservoir.
Figure 10 is the artificial swamp cut-away view of a kind of Sewage treatment systems of the utility model.
Accompanying drawing identifier declaration:
1, feed tank 2, methane-generating pit
3, solid-liquid separator 4, aeration tank
5, settling tank 6, precipitation distribution reservoir
7, artificial swamp 8, outlet sump
21, pond body 22, methane bag group
23, described aeration tube 24, blower fan
25, telescopic action elbow 211, regulating course
212, waterproof layer 213, thermal insulation layer
214, thick sand bed 215, geothermal tube
221, the first methane bag unit 222, second methane bag unit
223, connecting pipeline 2211, described sewage inlet
2212, the first transferpump 2221, sewage outlet
2222, the second transferpump 2231, first pipeline
2232, inspection chamber 2233, second pipe
41, water shoot 51, overflow port
61, baffle plate 62, submersible pump
71, wetland pond 72, impervious barrier
73, layer of displacement 74, transition layer
75, filtering layer 76, tectum
77, conduit 78, water pipe.
Embodiment
Refer to shown in Fig. 1 ~ 10, embodiment of the present utility model is described in detail.
Emphasis consults Fig. 1, Fig. 8 and Fig. 9, the utility model relates to a kind of Sewage treatment systems, described Sewage treatment systems comprise connect successively feed tank 1, methane-generating pit 2, solid-liquid separator 3, aeration tank 4, settling tank 5, precipitation distribution reservoir 6, artificial swamp 7 and outlet sump 8, fine fack is provided with in described feed tank 1, aerating apparatus is provided with in described aeration tank 4, described settling tank 5 is disposed adjacent with precipitation distribution reservoir 6, and centre is connected by overflow port 51; Described aeration tank 4 is connected to settling tank 5 by water shoot 41, and outlet and the overflow port 51 of described water shoot 41 are in same level height;
Emphasis consults Fig. 2 ~ 5, and described methane-generating pit 2 comprises pond body 21 and methane bag group 22, and described pond body 21 is disposed with regulating course 211, waterproof layer 212, thermal insulation layer 213 and thick sand bed 214 from top to bottom, is embedded with heat pipe 215 plurally in described thick sand bed 214; Described methane bag group 22 comprises the first methane bag unit 221 and the second methane bag unit 222, described first methane bag unit 221 and the second methane bag unit 222 are all arranged on above thick sand bed 214, are connected between described first methane bag unit 221 and the second methane bag unit 222 by connecting pipeline 223;
Described first methane bag unit 221 is provided with a sewage inlet 2211, and described sewage inlet 2211 is connected with the first transferpump 2212; Described second methane bag unit 222 is provided with a sewage outlet 2221, described sewage outlet 2221 is connected with the import of the second transferpump 2222, the outlet of described second transferpump 2222 is connected with solid-liquid separator 3, the top of described first methane bag unit 221 and the second methane bag unit 222 is equipped with a biogas hole (not shown), each described biogas hole is all connected to a Marsh gas collector (not shown), the inner bottom part of described first methane bag unit 221 and the second methane bag unit 222 is all equipped with aeration tube 23, and described aeration tube 23 is connected with blower fan 24;
Emphasis consults Figure 10, described artificial swamp 7 comprises a wetland pond 71, impervious barrier 72, layer of displacement 73, transition layer 74, filtering layer 75 and tectum 76 is disposed with from top to bottom at the bottom of the pond in described wetland pond 71, the pool wall in described wetland pond 71 is also provided with impervious barrier 72, the conduit 77 of plural number is embedded with in described layer of displacement 73, the sidewall of each conduit 77 is evenly provided with plural number and collects slotted eye (not shown), described tectum 76 is provided with plural water pipe 78, each described water pipe 78 is provided with plural water hole (not shown); The gravel that described layer of displacement 73 is 16 ~ 20mm by particle diameter forms, the gravel that described transition layer 74 is 8 ~ 16mm by particle diameter forms, described filtering layer 75 particle diameter is the mud coarse sand composition of 0.2 ~ 6mm, described tectum 76 is the gravel of 8 ~ 16mm by particle diameter, and each described conduit 77 is all connected to outlet sump 8.
Emphasis consults Fig. 8 and Fig. 9, described precipitation distribution reservoir 6 is arranged with vertical baffle plate 61 away from the pool wall side of overflow port 51, the height of described baffle plate 61 is highly consistent with overflow port 51, is provided with submersible pump 62 in described baffle plate 61, and described submersible pump 62 is also connected with the water pipe 78 of artificial swamp 7.Described overflow port 51 exports with water shoot 41 respectively and baffle plate 61 is arranged in diagonal lines.
Emphasis consults Fig. 5, the connecting pipeline 223 of described methane-generating pit 2 comprises the first pipeline 2231, inspection chamber 2232 and the second pipe 2233 that are connected successively, described first pipeline 2231 is connected with the bottom of the first methane bag unit 221, described second pipe 2233 is connected with the bottom of the second methane bag unit 222, and the bottom of described inspection chamber 2232 is higher than the bottom of the first methane bag unit 221 and the second methane bag unit 222.One end that described first pipeline 2231 stretches at the bottom of inspection chamber 2232 is provided with a telescopic action elbow 25.Described telescopic action elbow 25 can adjust height according to the actual requirements, controls the height of liquid level in inspection chamber 2232 with this.
The water inlet of the geothermal tube 215 of described methane-generating pit 2 is connected with the water out of a process furnace (not shown), and the described water out of geothermal tube 215 is connected with the water inlet of process furnace, and described biogas hole or Marsh gas collector are connected to described process furnace.
The thickness of the described layer of displacement 73 of described artificial swamp 7 is 18 ~ 22cm, and the thickness of described transition layer 74 is 8 ~ 12cm, and the thickness of described filtering layer 75 is 75 ~ 85cm, and described tectal 76 thickness are 8 ~ 12cm.The receiving tank bore dia that described conduit 77 is arranged is less than the diameter of layer of displacement 73 gravel.Described impervious barrier 72 is geotextile impervious barrier.The bottom of described outlet sump 8 is lower than bottom wetland pond 71.
Operation scheme is as follows:
The aquaculture wastewater (fecal sewage) of poultry or livestock first regulates through feed tank 1, utilizes fine fack to cross to filter the suspended particulate matter of bulk;
Then constantly aquaculture wastewater is delivered to the first methane bag unit 221 from sewage inlet 2211 by the first transferpump 2212, then the second methane bag unit 222 is pushed to by connecting pipeline 223, whole process fermentation decomposition more than 21 days, finally be delivered to solid-liquid separator 3 by the second transferpump 2221 and carry out being separated of natural pond slag and natural pond liquid, the biogas produced in first methane bag unit 221 and the second methane bag unit 222 enters Marsh gas collector via biogas hole, natural pond slag after separation can be used as the fertilizer of agricultural, and natural pond liquid then enters aeration tank 4 and carries out the decomposition of secondary aeration;
The geothermal tube 215 be embedded in methane-generating pit 2 base thickness sand bed 214 heats the aquaculture wastewater in the first methane bag unit 221 and the second methane bag unit 222, promote that accelerating it decomposes, the hot water of flowing in geothermal tube 215, hot water in process furnace flows into the water inlet of geothermal tube 215, and flow into process furnace again from the water out cold water out of geothermal tube 215 and continue to add, define the heating system of a circulation; Process furnace is that the part biogas produced by methane-generating pit 2 is heated, without the need to extra heat energy in addition;
Then the natural pond liquid in aeration tank 4 sends into settling tank 5 by water shoot 41 again, natural pond liquid is after settling tank 5 precipitates, supernatant liquid flows into precipitation distribution reservoir 6 by overflow port 51, supernatant liquid in precipitation distribution reservoir 6 is flowing in the space that baffle plate 61 and pool wall surround by baffle plate 61, be delivered to water pipe 78 by submersible pump 62 again and enter artificial swamp 7, finally by the filtration by artificial swamp 7, and be planted in the absorption of the waterplant on artificial swamp 7, finally infiltrate in layer of displacement 73, collected by conduit 77 and enter outlet sump 8; And the water quality in outlet sump 8 has reached country and local associated emission standard.
What the utility model methane-generating pit 2 adopted is the combination that pond body adds methane bag, cost is low, manufacture process is simple consuming time short, and be easy to cleaning, the waterproof layer 212 that the bottom of pond body is arranged can prevent the sewage on the steam of underground or in methane-generating pit to be seeped into underground generation pollution, geothermal tube 215 is embedded in thick sand bed 214, the heat of geothermal tube 215 can be distributed in thick sand bed 214 uniformly, prevent local superheating, and the phenomenon generation that subregion heat is inadequate; Geothermal tube carries out heating to methane bag and urgees, promote the fermenting speed of the aquaculture wastewater accelerated in methane bag, make the more thorough of its decomposition of fermenting simultaneously, pass to underground under the thermal insulation layer 213 under thick sand bed 214 can prevent heat and produce loss, improving the utilization ratio of heat energy; The inner bottom part of methane bag unit is all equipped with aeration tube 23, while providing enough oxygen, can also stir the aquaculture wastewater in methane bag, accelerates its fermentation and decomposes.Inspection chamber 2232 between first methane bag unit 221 and the second methane bag unit 222, the aquaculture wastewater mobility status in methane bag can be observed, once generation line clogging, can Timeliness coverage processing, greatly can prevent from blocking the potential safety hazard and production problem that produce.
Overflow port 51 between described settling tank 5 and precipitation distribution reservoir 6 exports with water shoot 41 respectively and baffle plate 61 is arranged in diagonal lines, therefore the slant range of natural pond liquid in flow process is the longest, contribute to the solid deposits in the liquid of natural pond, and water shoot 41 exports, the height of overflow port 51 and baffle plate 61 is the same, what therefore flow is all the clear water on upper strata, and solid matter has then been deposited at the bottom of pond.
Each packing layer of artificial swamp 7 has following functions: impervious barrier 72, prevents sewage permeation polluted underground water body; Layer of displacement 73, is collected filtration treatment sewage, and is discharged by conduit 77; Transition layer 74, for preventing the lower layer of displacement of the gravel blocking of upper level filter layer 75; Filtering layer 75, for filter sewage; Tectum 76, adopts particle diameter to be the gravel of 8 ~ 16mm, the less filtering layer of particle diameter can be avoided directly to be washed away by the sewage flowed out in hydraulic pipe, and filtering layer 75 unfairness caused affects filter effect.Scavenging process in order to ensure Performance of Constructed Wetlands Substrates and filter sand, gravel inside carries out smoothly, mainly in order to ensure filter sand, gravel material, there is good permeability performance for a long time, generally can plant the waterplant of a little well developed root system, as reed, cattail, Canna generalis Bailey, Caulis Miscanthis floriduli etc.
The utility model is by the screening to each packing layer thickness of wetland and gravel particle diameter, solve existing artificial swamp because Study on Packing Medium Selection particle diameter is unreasonable, filling-material structure arrange unreasonable, pipeline tapping mode is unreasonable etc. and the line clogging problem that causes, greatly reduces the probability of line clogging; Artificial swamp of the present utility model is vertical flow pattern, without any need for sludge treatment device, sewage is diafiltration downward vertically from top layer, successively through different medium layers in defluent process, reach the object of purification, its to the aerobic organic processing power in waste water and nitrification ability stronger.Artificial swamp adopts gravel and coarse sand to form hypothallus, good carrier can be provided for microorganism, for sewage seepage flow provides good hydraulics, provide the matrix needed for aquatic plants growth, the filler water permeability of coarse sand and gravel mixing is good, and the efficiency of disposing of sewage is high.
In a word, the utility model efficiently can implement purifying treatment to livestock and poultry cultivation sewage compactly, effectively reduces the production cost of the dirty water decontamination handles industry, improves production efficiency and treatment effect.Operation of sewage disposal system cost of the present utility model is low, and initial cost is few, and energy consumption is low, and whole process environmental protection, does not produce secondary pollution, and reaches country and local associated emission standard through the discharge water quality of the utility model Sewage treatment systems processed waste water.
Although the foregoing describe embodiment of the present utility model; but be familiar with those skilled in the art to be to be understood that; specific embodiment described by us is illustrative; instead of for the restriction to scope of the present utility model; those of ordinary skill in the art, in the modification of the equivalence done according to spirit of the present utility model and change, should be encompassed in scope that claim of the present utility model protects.

Claims (10)

1. a Sewage treatment systems, it is characterized in that: described Sewage treatment systems comprise connect successively feed tank, methane-generating pit, solid-liquid separator, aeration tank, settling tank, precipitation distribution reservoir, artificial swamp and outlet sump, fine fack is provided with in described feed tank, aerating apparatus is provided with in described aeration tank, described settling tank is disposed adjacent with precipitation distribution reservoir, and centre is connected by overflow port; Described aeration tank is connected to settling tank by water shoot, and the outlet of described water shoot and overflow port are in same level height;
Described methane-generating pit comprises pond body and methane bag group, and described pond body is disposed with regulating course, waterproof layer, thermal insulation layer and thick sand bed from top to bottom, is embedded with heat pipe plurally in described thick sand bed; Described methane bag group comprises the first methane bag unit and the second methane bag unit, and described first methane bag unit and the second methane bag unit are all arranged on above thick sand bed, is connected between described first methane bag unit and the second methane bag unit by connecting pipeline;
Described first methane bag unit is provided with a sewage inlet, and described sewage inlet is connected with the first transferpump; Described second methane bag unit is provided with a sewage outlet, described sewage outlet is connected with the import of the second transferpump, described second conveying pump outlet is connected with solid-liquid separator, the top of described first methane bag unit and the second methane bag unit is equipped with a biogas hole, each described biogas hole is all connected to a Marsh gas collector, and the inner bottom part of described first methane bag unit and the second methane bag unit is all equipped with aeration tube;
Described artificial swamp comprises a wetland pond, impervious barrier, layer of displacement, transition layer, filtering layer and tectum is disposed with from top to bottom at the bottom of the pond in described wetland pond, the pool wall in described wetland pond is also provided with impervious barrier, the conduit of plural number is embedded with in described layer of displacement, the sidewall of each conduit is evenly provided with plural number and collects slotted eye, described tectum is provided with plural water pipe, each described water pipe is provided with plural water hole; The gravel that described layer of displacement is 16 ~ 20mm by particle diameter forms, the gravel that described transition layer is 8 ~ 16mm by particle diameter forms, described filtering layer particle diameter is the mud coarse sand composition of 0.2 ~ 6mm, and described tectum is the gravel of 8 ~ 16mm by particle diameter, and each described conduit is all connected to outlet sump.
2. a kind of Sewage treatment systems as claimed in claim 1, it is characterized in that: described precipitation distribution reservoir is arranged with vertical baffle plate away from the pool wall side of overflow port, the height of described baffle plate is consistent with overflow port height, be provided with submersible pump in described baffle plate, described submersible pump is also connected with the water pipe of artificial swamp.
3. a kind of Sewage treatment systems as claimed in claim 2, is characterized in that: described overflow port is that diagonal lines is arranged respectively with drainpipe outlet and baffle plate.
4. a kind of Sewage treatment systems as claimed in claim 1, it is characterized in that: the connecting pipeline of described methane-generating pit comprises the first pipeline, inspection chamber and the second pipe that are connected successively, described first pipeline is connected with the bottom of the first methane bag unit, described second pipe is connected with the bottom of the second methane bag unit, and the bottom of described inspection chamber is higher than the bottom of the first methane bag unit and the second methane bag unit.
5. a kind of Sewage treatment systems as claimed in claim 4, is characterized in that: described first pipeline one end stretched into bottom inspection chamber is provided with a telescopic action elbow.
6. a kind of Sewage treatment systems as described in claim 1 or 4, it is characterized in that: the water inlet of the geothermal tube of described methane-generating pit is connected with the water out of a process furnace, the water out of described geothermal tube is connected with the water inlet of process furnace, and described biogas hole or Marsh gas collector are connected to described process furnace.
7. a kind of Sewage treatment systems as claimed in claim 1, it is characterized in that: the thickness of the described layer of displacement of described artificial swamp is 18 ~ 22cm, the thickness of described transition layer is 8 ~ 12cm, and the thickness of described filtering layer is 75 ~ 85cm, and described tectal thickness is 8 ~ 12cm.
8. a kind of Sewage treatment systems as described in claim 1 or 7, is characterized in that: the receiving tank bore dia that described conduit is arranged is less than the diameter of layer of displacement gravel.
9. a kind of Sewage treatment systems as claimed in claim 1, is characterized in that: described impervious barrier is geotextile impervious barrier.
10. a kind of Sewage treatment systems as claimed in claim 1, is characterized in that: the bottom of described outlet sump is lower than bottom wetland pond.
CN201420292740.2U 2014-06-04 2014-06-04 A kind of Sewage treatment systems Withdrawn - After Issue CN204058166U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420292740.2U CN204058166U (en) 2014-06-04 2014-06-04 A kind of Sewage treatment systems

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420292740.2U CN204058166U (en) 2014-06-04 2014-06-04 A kind of Sewage treatment systems

Publications (1)

Publication Number Publication Date
CN204058166U true CN204058166U (en) 2014-12-31

Family

ID=52199720

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420292740.2U Withdrawn - After Issue CN204058166U (en) 2014-06-04 2014-06-04 A kind of Sewage treatment systems

Country Status (1)

Country Link
CN (1) CN204058166U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104016543A (en) * 2014-06-04 2014-09-03 厦门国寿种猪开发有限公司 Sewage treatment system
CN110999851A (en) * 2020-01-13 2020-04-14 江苏大学 Aquaculture pond decontamination device and method based on solar energy

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104016543A (en) * 2014-06-04 2014-09-03 厦门国寿种猪开发有限公司 Sewage treatment system
CN110999851A (en) * 2020-01-13 2020-04-14 江苏大学 Aquaculture pond decontamination device and method based on solar energy

Similar Documents

Publication Publication Date Title
CN101397178B (en) Livestock and poultry raising sewage disposal process and disposal system thereof
CN101481194B (en) town domestic sewage treatment process
CN103435224A (en) Waste water treatment technology for livestock breeding
CN101475284B (en) Domestic sewage treatment process and apparatus
CN105836969B (en) A kind of Wastewater from Pig Farm processing method
CN205045961U (en) Treatment of domestic sewage constructed wetland system
CN104310714B (en) A kind of cultivation and system and technique thereof of butchering sewage processed
CN107601755B (en) Ecological treatment method for sewage of farm
CN101445297B (en) Method for deeply treating papermaking wastewater
CN101817615A (en) Anaerobic-sequencing batch biofilm reactor-artificial wetland method for treating piggery wastewater
CN103183445A (en) Method and system for advanced treatment of rural domestic sewage
CN102745864A (en) Distributed sewage biological treatment process in rural area
CN106007211A (en) Farm waste water treatment method
CN105016579A (en) Rural sewage treatment system
CN104961289A (en) Micro-nano aeration high-efficiency biotreatment technical system for livestock and poultry breeding wastewater
CN104817238A (en) Rural domestic sewage self-circulation artificial wetland treatment system and using method thereof
CN103159380A (en) Zero-energy-consumption sewage treatment system and method for constructed wetlands
CN104556378B (en) The integrated processing system of a kind of domestic sewage in rural areas and technique thereof
CN211896513U (en) Pond culture water ecological management system
CN105601025A (en) Culture wastewater efficient degrading and denitrifying treatment system and treatment method thereof
CN105036819A (en) Facility for producing earthworm breeding loam by utilizing aquaculture sewage and method
CN204058166U (en) A kind of Sewage treatment systems
CN104016543B (en) A kind of Sewage treatment systems
CN204958644U (en) Micro -nano aeration high -efficiency biological processing apparatus of waste water is bred to beasts and birds
CN204625449U (en) A kind of domestic sewage in rural areas self-circulation artificial wet land treating system

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20141231

Effective date of abandoning: 20150812

RGAV Abandon patent right to avoid regrant