CN102330467A - Municipal sewage double-drainage pipe network for classification drainage and utilization - Google Patents
Municipal sewage double-drainage pipe network for classification drainage and utilization Download PDFInfo
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- CN102330467A CN102330467A CN201110201074A CN201110201074A CN102330467A CN 102330467 A CN102330467 A CN 102330467A CN 201110201074 A CN201110201074 A CN 201110201074A CN 201110201074 A CN201110201074 A CN 201110201074A CN 102330467 A CN102330467 A CN 102330467A
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Abstract
The invention relates to a municipal sewage double-drainage pipe network for classification drainage and utilization. In the conventional drainage pipe network, professional pipelines are communicated with first drainage pipe networks; and a plurality of first drainage pipe networks are communicated with second drainage pipe networks outside a community through a community exit node and reach a sewage treatment plant AC. An additional drainage pipe network comprises third drainage pipes, fourth drainage pipes, a water saving tower, a water storage tank, a booster pump, water-adding crushers, a fast transportation station, pressure-bearing fast transportation pipes and a methane power plant; and a plurality of third drainage pipes are communicated with the fourth drainage pipes outside the community through another community exit node. The municipal sewage double-drainage pipe network has the advantages that: sewage can be classified from sources, and municipal waste is treated, so that the problem of environmental pollution of domestic wastewater, food waste and plant waste is solved; and the conventional municipal sewage pipelines and treatment facilities are not disassembled, so that the high cost of recycling municipal sewage and waste is lowered, and effects of water recycling, environmental friendliness, electric power and methane fertilizer are achieved.
Description
Technical field
The present invention relates to a kind of urban sewage discharge facility, particularly relate to the two sewer pipe nets of a kind of municipal sewage of classifying discharging and utilizing.
Background technology
Existing urban sewage discharge has adopted a kind of method of single sewer pipe blowdown.
Municipal sewage mainly comprises the plating room of factory, the chemical laboratory of school, the cleaning shop of research institute, the chemical laboratory of hospital and all sewage with the chemical substance discharging, i.e. chemical sewage and industrial waste water W.Washing water in the washroom, water for bathing, wiping ground water and laundry water, the vegetable washing water in the kitchen, the dish water that cleans a pot, and other waste water of using of family life, promptly daily life sewage 1, the water that dashes pit in the washroom, promptly fecal sewage 2.
Referring to Fig. 1, traditional single sewer pipe sewage disposal facility is promptly set grid A at present and is comprised professional pipeline AW, the first sewer pipe net A11, the second sewer pipe net A12 and the AC of Wastewater Treatment Plant.Chemical sewage and industrial waste water W flow into the first sewer pipe net A11 through professional pipeline AW; Daily life sewage 1 also flows into the first sewer pipe net A11 with fecal sewage 2, and some first sewer pipe net A11 are communicated with and the warp second sewer pipe net A12 arrival AC of Wastewater Treatment Plant with the second sewer pipe net A12 outside the community through the outlet node A00 of community.
In existing urban sewage discharge system; Because the underground utilities mode of communicating of discharging is to be communicated with nearby, so chemical sewage and industrial waste water W, daily life sewage 1 and fecal sewage 2 mix, forms three-in-one combined sewage; In community, flow into the same first sewer pipe net A11; Then, through the outlet node A00 of community, arrive the AC of Wastewater Treatment Plant through the second sewer pipe net A12.Also allow to flow into the AC of Wastewater Treatment Plant nearby at the outlet node A00 of community.Some second sewer pipe net A12 can arrive the AC of Wastewater Treatment Plant simultaneously.The AC of Wastewater Treatment Plant is that sewage assembles ground in the pipe network.Such discharge method is single sewer pipe net, is called for short the single tube net.
Adopt the blowdown of single sewer pipe net, the benefit that sewage utilizes is low.To be processed into the qualified water of discharging arriving all three-in-one combined sewages of the AC of Wastewater Treatment Plant, need to adopt traditional " activated sludge process ", " oxidation ditch mud method ", " A usually
2O technology " or " MBR technology ", processing cost is high, and it is big to handle quantity.According to the data introduction, 14 AC of Wastewater Treatment Plant in inner city, Beijing, 9.6 hundred million m dispose of sewage
3/ year, the estimation whole city need dispose of sewage and reach 2,500,000,000 m
3/ year.Require Wastewater Treatment Plant, on the basis of discharging qualified water, water in also producing; Regenerated water also will be increased input certainly, again owing to middle water, regenerated water concentrate on Wastewater Treatment Plant; When use the downtown area; Also to be transported to everywhere and use, increased use cost greatly at the buried nearby extra heavy pipe of Wastewater Treatment Plant.As for the utilization again of ight soil then seldom, have only get into the sewer pipe net soon, the few again ight soil of hazardous substances that do not become mud, infiltration just allows to use.
Adopt the blowdown of single sewer pipe net, can not satisfy the requirement of urban development, municipal sewage must adopt the classification discharging and utilize just has prospect.
Summary of the invention
The objective of the invention is to overcome the defective of prior art; Providing a kind of can classify to sewage from the source; And municipal refuse handled, water saving, environment protecting are good, reduce municipal sewage and utilize the classification discharging of cost and the municipal sewage pair sewer pipe nets that utilize again with rubbish.
Classification discharging of the present invention and the two sewer pipe nets of municipal sewage that utilize; Comprise and set grid at present; The said grid of at present setting comprises the first sewer pipe net, the second sewer pipe net, some professional pipelines and Wastewater Treatment Plant; Said professional pipeline is communicated with the said first sewer pipe net; Some said first sewer pipe nets are communicated with the said second sewer pipe net outside the community and are communicated to said Wastewater Treatment Plant through the said second sewer pipe net through community outlet node, comprise also and set up the sewer pipe net that the said sewer pipe net of setting up is used to discharge fecal sewage; Comprise the 3rd sewer pipe, the 4th sewer pipe, water saving tower, reservoir, booster pump and add the water crushing engine that some said the 3rd sewer pipes are communicated with said the 4th sewer pipe outside the community through another outlet node of community;
The said first sewer pipe net is used to discharge daily life sewage; Said water saving tower is communicated with at said first sewer pipe of said community outlet node front end online; Said water saving tower is communicated with said reservoir; Said booster pump is installed on the pipeline of said reservoir delivery port, and the water again that said water saving tower purifies after the sterilization is communicated to high-rise resident's end through said booster pump;
Said professional pipeline is used to discharge chemical sewage and industrial waste water, and said professional pipeline arrives said community outlet node place and is communicated with the said second sewer pipe net;
First adds the water crushing engine is used for broken food property rubbish; Said first add the water crushing engine outlet be communicated with the front end of said the 3rd sewer pipe; Second adds the water crushing engine is used for broken vegetable garbage, and said second adds another said the 3rd sewer pipe that exports the node front end of water crushing engine and said community is communicated with.
Classification discharging of the present invention and the two sewer pipe nets of municipal sewage that utilize; The wherein said sewer pipe net of setting up also comprises rapid transport station, the quick delivery tube of pressure-bearing and marsh gas power generation factory; End with the quick delivery tube of said pressure-bearing is communicated with some said the 4th sewer pipes through said rapid transport station; The other end of the quick delivery tube of said pressure-bearing is communicated with said marsh gas power generation factory, and said rapid transport station is made up of waste-filling pool and the foul water pump group that is communicated with it through pipeline.
Classification discharging of the present invention and the two sewer pipe nets of municipal sewage that utilize; The wherein said sewer pipe net of setting up also comprises supervision maintenance well and alarm liquid level meter; The length of said the 4th sewer pipe is less than 1Km; Every separated 200m is provided with a said supervision maintenance well, and said alarm liquid level meter is installed in the said supervision maintenance well.
Classification discharging of the present invention and the two sewer pipe nets of municipal sewage that utilize; Wherein said second adds the water crushing engine is provided with discharging valve and pretreatment unit; The inlet of said discharging valve is communicated with the water source; The outlet of said discharging valve and said first adds water crushing engine or second and adds the water crushing engine and be communicated with, said vegetable garbage through said pretreatment unit be transported to said second add the water crushing engine inlet.
Classification discharging of the present invention and the two sewer pipe nets of municipal sewage that utilize; Between another outlet node of wherein said community outlet node and said community; Be in parallel installed with on-off valve and control valve respectively, between another outlet node of said community and said the 4th sewer pipe another on-off valve be installed.
Classification discharging of the present invention and the two sewer pipe nets of municipal sewage that utilize; Wherein said marsh gas power generation factory comprises heating apparatus, Buffer Pool, biomass pool, collecting methane jar and the generating set that is communicated with successively through pipeline; Said collecting methane jar offers generating set with biogas, said generating set and the networking of city's electrical network; Said biomass pool offers the biogas manure user through said rapid evacuation pipeline with biogas manure, and said rapid evacuation pipeline reaches another foul water pump group that is communicated with another Buffer Pool through pipeline by another Buffer Pool and constitutes.
Classification discharging provided by the invention and the two sewer pipe nets of municipal sewage that utilize; Through setting up the sewer pipe net setting on the grid basis to set up at present, can from the source, classify, and municipal refuse is handled sewage; Solved the problem of environmental pollution of daily life sewage, food property rubbish and vegetable garbage; Simultaneously, can not remove original municipal wastewater pipeline and treatment facility, reduce the huge cost that municipal sewage and rubbish utilize again; Obtained the effect that water saving, environmental protection, electric power and biogas fertilizer " four get " at one stroke, for urban construction provides brand-new prospect.
Description of drawings
Fig. 1 is the structural representation of the single sewer pipe net of known technology blowdown;
The structural representation of the two sewer pipe net embodiment one of municipal sewage that Fig. 2 discharges and utilizes for the present invention classifies;
The structural representation of the two sewer pipe net embodiment two of municipal sewage that Fig. 3 discharges and utilizes for the present invention classifies;
The structural representation of the two sewer pipe net embodiment three of municipal sewage that Fig. 4 discharges and utilizes for the present invention classifies;
Fig. 5 second adds the scheme of installation of water crushing engine;
Fig. 6 is the sketch map that is communicated with of community's another outlet node of outlet node and community;
Fig. 7 is the structural representation at rapid transport station;
Fig. 8 is the structural representation of marsh gas power generation factory and rapid evacuation pipeline.
The specific embodiment
So-called two-tube net referring to Fig. 4, be on the basis of original single tube net, to set up in addition to set up sewer pipe net B, and original single tube net continues and will play a role.The structure of setting up sewer pipe net B is similar with original single tube net, and the 3rd sewer pipe B11 promptly is set within community, and through another outlet node B00 of community, outside the community, between community and the community, B0 is provided with the 4th sewer pipe B12 up to the rapid transport station.The core concept of two-tube net; Just be from the source, family domestic waste water 1 and fecal sewage 2 thoroughly to be separated; Thereby let the two obtain respectively separately well utilizing again, existing with the present invention classify discharging and the technical scheme of the two sewer pipe nets of municipal sewage that utilize details are as follows.
The present invention classifies discharging and the two sewer pipe nets of municipal sewage that utilize comprise and set grid A at present and set up sewer pipe net B.
Wherein, set grid A at present comprise professional pipeline AW, the first sewer pipe net A11, the second sewer pipe net A12 and the AC of Wastewater Treatment Plant.Specialty pipeline AW is used to discharge chemical sewage and industrial waste water W, and professional pipeline AW is communicated with the first sewer pipe net A11 at community outlet node A00 place.Some first sewer pipe net A11 are communicated with and the warp second sewer pipe net A12 arrival AC of Wastewater Treatment Plant with the second sewer pipe net A12 outside the community through community outlet node A00.
Set up sewer pipe net B and be mainly used in discharging fecal sewage 2, set up sewer pipe net B and comprise the 3rd sewer pipe B11, the 4th sewer pipe B12, water saving tower 21, reservoir 19, booster pump 20 and add the water crushing engine.Some the 3rd sewer pipe B11 are communicated with the 4th sewer pipe B12 outside community through another outlet node B00 of community.
The first sewer pipe net A11 is used to discharge daily life sewage 1; Water saving tower 21 is communicated with on the first sewer pipe net A11 of the outlet node A00 of community front end; Water saving tower 21 is communicated with reservoir 19; Booster pump 20 is installed on the pipeline of reservoir 19 delivery ports, and the water again that water saving tower 21 purifies after the sterilization is communicated to high-rise resident's end through booster pump 20.
First adds water crushing engine PS is used for the outlet that broken food property rubbish 3, the first adds water crushing engine PS and is communicated with the front end of the 3rd sewer pipe B11.Second adds water crushing engine P ' S ' is used for the 3rd sewer pipe B11 that broken vegetable garbage 4, the second adds another outlet of water crushing engine P ' S ' and community node B00 front end and is communicated with.
In conjunction with referring to Fig. 5, second adds water crushing engine P ' S ' is provided with discharging valve F55 and pretreatment unit YZ, and the inlet of discharging valve F55 is communicated with the water source, and the outlet of discharging valve F55 and second adds water crushing engine P ' S ' and is communicated with.Vegetable garbage 4 through pretreatment unit YZ be transported to second add water crushing engine P ' S ' inlet.Food property rubbish 3 be delivered directly to first add water crushing engine PS inlet.
In conjunction with referring to Fig. 7; B0 is communicated with the end of the quick delivery tube B13 of pressure-bearing some the 4th sewer pipe B12 through the rapid transport station; The other end of the quick delivery tube B13 of pressure-bearing is communicated with the BC of marsh gas power generation factory, and rapid transport station B0 reaches the foul water pump group WB that is communicated with it through pipeline by waste-filling pool XC and constitutes.
The length of the 4th sewer pipe B12 is less than 1Km, and every separated 200m is provided with a supervision maintenance well, in the supervision maintenance well alarm liquid level meter is installed.
In conjunction with referring to Fig. 6, between outlet node A00 of community and another outlet node B00 of community, be in parallel installed with on-off valve F51 and control valve F50 respectively, between another outlet node B00 of community and the 4th sewer pipe B12 another on-off valve F52 is installed.
In conjunction with referring to Fig. 8; The BC of marsh gas power generation factory comprises heating apparatus JW, Buffer Pool HCl, biomass pool ZC, collecting methane jar ZG and the generating set FZ that is communicated with successively through pipeline; Collecting methane jar ZG offers generating set FZ with biogas, generating set FZ and city electrical network SDW networking.Simultaneously, biomass pool ZC offers the biogas manure user through rapid evacuation pipeline BK with biogas manure.Rapid evacuation pipeline BK reaches another foul water pump group WB2 that is communicated with it through pipeline by another Buffer Pool HC2 and constitutes.
Explanation the present invention classifies discharging and the embodiment of the two sewer pipe nets of municipal sewage that utilize below.
The two-tube net of embodiment 1 water-saving classification blowdown
The two-tube host of water-saving classification blowdown will classify to the two-tube net within the community and discharge and utilization.
Referring to Fig. 2, water-saving classification discharging and the two sewer pipe nets of municipal sewage that utilize comprise:
1.1 sewage dedicated pipeline AW
Because chemical sewage and industrial waste water W and daily life sewage 1 or fecal sewage 2 comparisons, the discharge sites much less, discharge value is much also little, so also much less of the sewage dedicated pipeline AW of correspondence.Its starting point is the emission point of chemical sewage and industrial waste water W, and it is breasted the tape and flows into the outlet node A00 of community.The second sewer pipe net A12, the AC of Wastewater Treatment Plant outside outlet node A00 of community and the community are unimpeded throughout the year, and chemical sewage and industrial waste water W can flow to the AC of Wastewater Treatment Plant automatically.Certainly sewage dedicated pipeline AW also can directly receive the AC of Wastewater Treatment Plant nearby.
1.2 transform the first sewer pipe net A11
1.3 newly-built the 3rd sewer pipe B11
1.4 build water saving tower 21 in the community
All flow to the reservoir 19 of water saving tower 21 belows from the daily life sewage 1 among some first sewer pipe net A11; And handle on the spot, in water saving tower 21, utilize potential energy preliminary purification deposition; And strict sterilization, be transported to booster pump 20 again and supply to dash usefulness just in resident's high-rise building.
Every needs use the user of water again, also can comprise that building some communities greenery patches waters water spot, artificial water scenery and water supply website, urban district by from booster pump 20 outputs.
Because the outlet node A00 of the community of the 3rd sewer pipe B11 does not need newly-built; Each community many places exists community outlet node A00, and dedicated pipeline AW, the 3rd sewer pipe B11 and water saving tower 21 unnecessary waste water can be distinguished nearby and are communicated with the outlet node A00 of community.Having gone out community still is single tube net in the past, no longer needs any investment and transformation.
In this programme, except the utilization again of family domestic waste water.Also have office, unit, hotel, school, hospital, enterprise, factory, even retail sales, company or the like, and all water concentrated areas; Other waste water 1 except chemical sewage and industrial waste water W and fecal sewage 2; All can flow into the first sewer pipe net A11, all can process water again, its quantity is very huge; And the AC of Wastewater Treatment Plant is tackled by a large amount of owing to waste water 1, with the sewage that will handle is reduced in a large number.So, can from the source, classify to sewage and waste water, to be convenient to utilize, investment is practiced thrift in relieved utilization.
The two-tube net of embodiment 2 environment-friendly types classification blowdown
Environment-friendly type classification discharging and the two sewer pipe nets of the municipal sewage that utilizes comprise:
Add water crushing engine PS 2.1 install first
Referring to Fig. 3, set up and set up sewer pipe net B, the one, in the washroom, install first and add water crushing engine PS, be used for the instant rerum natura rubbish 3 of broken changing food waste.Food property rubbish 3 can not directly be put into and set up sewer pipe net B, and first to add water crushing engine PS be small-sized crushing engine, and domestic food property rubbish 3 is handled nearby, is broken into fine granularity, adds the pipeline that can not stop up the 3rd sewer pipe B11 behind the water.
Add water crushing engine P ' S ' 2.2 install second
Sewer pipe net B is set up in foundation, and the 2nd, planting rerum natura Biohazard Waste Disposal and install second and add water crushing engine P ' S ' in community is used for broken vegetable garbage 4.Vegetable garbage 4 comprises grass, leaf, waste paper etc.; Can not directly put into and set up sewer pipe net B, second to add water crushing engine P ' S ' be medium-sized crushing engine, sweeps the rubbish that comes to the Cleaner and handle nearby; Fragmentation or fine granularity add to send into behind the water and set up sewer pipe net B.This is inexpensive as far as community, has also exempted vehicle transport.Certainly, can also collect animal wastes, make a gift to someone in the lump and set up sewer pipe net B.
2.3 build the 3rd sewer pipe B11
In the washroom, increase and build the 3rd sewer pipe B11, be used to discharge fecal sewage 2, daily life sewage 1 then only allows to flow into the first sewer pipe net A11.Like this, just fecal sewage 2 and daily life sewage 1 are thoroughly separated, for setting grid A, no longer receive fecal sewage 2 to get into the AC of Wastewater Treatment Plant at present from beginning.
The food property rubbish 3 that fragmentation adds behind the water flows into the 3rd sewer pipe B11 respectively with the broken vegetable garbage 4 that adds behind the water; Just form fecal sewage 2, fragmentation and add food property rubbish 3 and broken behind the water and add the new three-in-one blowdown logistics that the vegetable garbage 4 behind the water constitutes and go into the 3rd sewer pipe B11, and then flow to another outlet node B00 of community.
2.4 build another outlet node B00 of community
All the 3rd sewer pipe B11 in the community is communicated to another outlet node B00 of community respectively.Another outlet node B00 of community is not only the outlet node, also to raw material---and the optimal proportion control of ight soil, food property rubbish, vegetable garbage and water is used.Usually, it is too many that the resident pours pit water, sets grid A so wherein a part of water of will after filtration, releasing when leaving community is given at present, and in setting up sewer pipe net B, keep about 90% water, flows into the 4th sewer pipe B12.The method of control is: referring to Fig. 6, between outlet connectivity points A00 of community and another outlet node B00 of community, when needs were unimpeded, on-off valve F51 opened, control valve F50 closes.When needing then to open on-off valve F52 when unobstructed between community another outlet node B00 and the 4th sewer pipe B12, turn-off on-off valve F51, and adjustment control valve F50 best aperture extremely, stablize the flow that it is released.
2.5 build the 4th sewer pipe B12
Another outlet node B00 of some communities can converge on same the 4th sewer pipe B12, and some the 4th sewer pipe B12 can flow among the same rapid transport station B0.The length of the 4th sewer pipe surpasses 1Km, short more maintenance more easily, and supervision maintenance well can safeguard that pipe network is unimpeded.Certain supervision well is reported to the police on the 4th sewer pipe B12 pipeline; When being the unusual superelevation of the content gauge water surface; The bottom that this location pipe network then is described has deposited a certain amount of mud, its mobile water surface is raise, after receiving the report for police service; Assign the professional with the diving dredging machine it to be dredged, the alarm liquid level meter will be got back to original ordinary water level height.
2.6 build rapid transport station B0
Referring to Fig. 7, the capital equipment of rapid transport station B0 is foul water pump group WB, in order to ensure operation continuously in 24 hours, the backup pump should be installed.Because upper reaches resident is the inhomogeneous blowdown between 5 to late 10 early, so front end installed capacity＜100M of foul water pump WB
3Waste-filling pool XC, it is continuous to reach blowdown, guarantees the continuous feeds in 24 hours of downstream biomass pool ZC.
2.7 build the quick delivery tube B13 of pressure-bearing
The quick delivery tube B13 of pressure-bearing is running water pipe or petroleum transportation pipeline roughly the same, and arc turns round up and down, and its starting point is rapid transport station, many places B0, the BC of marsh gas power generation factory of terminal point all kinds of planting bases of periphery in the urban district.The BC of marsh gas power generation factory can be one, also can be several, is decided by the size of blowdown flow rate.The quick delivery tube B13 of pressure-bearing is long usually, and short have several kms, and long have tens kms even tens kms do not wait, and pipeline seal, and shell is firm reliably, can bear normal pressure.
2.8 build the BC of marsh gas power generation factory
Referring to Fig. 8, the BC of marsh gas power generation factory comprises the entering of fermented material, the rapid evacuation of biogas output and generating and biogas manure.Raw material get into before the biomass pool ZC, because normal temperature fermentation, will build heating apparatus JW the winter in the north, and cold especially local warm-up time can begin in advance, postpones and finishing, and gets into Buffer Pool HCl then, guarantees 24 hours continuous feedings.
Suppose the blowdown raw material of 200 ton per days, marsh gas power generation amount 1,000 ten thousand kilowatt hours that fermentation back produces, in 100,000 permanent resident populations' the location piece therewith blowdown flow rate be close because according to the demographic data introduction; The current section in Beijing has resident population 1,234 ten thousand people of household register, non-resident population 1,100 ten thousand people of no household register, so resident population 100,000 people, the de facto population sum is up to 18.9 ten thousand people, so blowdown flow rate is pressed following data estimation: promptly:
Add up to 204 ton per days
According to the interrelated data introduction: " solid content of normal-temperature continuous fermentation is 10% below ", because ight soil food property rubbish is not too dried solid, so by 10% calculating, then must add water 90% is 2000m
3/ day.Mixing with 200 tons of blowdown things, then is 2200m
3/ day.Data is introduced again: " normal-temperature continuous fermentation 5 hours feed intake 4% ", so feeding intake of normal temperature 5 hours is 2200m
3/ day ÷ 24 * 5=458M
3So the volume of biomass pool ZC should be 458m
3÷ 4 * 100=11450m
3
In order to reserve the space of collecting biogas for collecting methane jar ZG, then get 5 * 25 * 100=12500m
3As the internal volume of biomass pool ZC, about so high space of 0.4m of reserving can supply the proferment material fermentation to produce the usefulness of biogas, and the proferment material is from getting into biomass pool ZC to the effective fermentation time that leaves biomass pool ZC 5.2 days.
The BC of marsh gas power generation factory is except biomass pool ZC, and collecting methane jar ZG also has technology such as generating set FZ, is prior art, and like the technology that Gaobeidian City, Beijing Wastewater Treatment Plant adopts, so repeat no more, institute's electricity and civil power SDW networking get final product.
2.9 build rapid evacuation pipeline BK
Referring to Fig. 8, the rapid evacuation pipeline BK of biogas manure comprises 60m
3About another Buffer Pool HC2 and foul water pump group WB, guarantee the continuity of another Buffer Pool HC2 discharging, get into the evacuation pipe network of user's different directions again.
China city, northern water source is deficient, two-tube net scheme in the suitable water-saving classification blowdown, promptly embodiment 1; The south abundant water is lost interest in to water saving, and environmental protection is attached great importance to, so the suitable southern city of the two-tube net scheme of environment-friendly type classification blowdown, promptly embodiment 2.But the city that has equally also requires environment-friendly function except requiring water saving, so produce water saving, the two-tube net scheme of environment-friendly type classification blowdown.
On the basis of embodiment 1 and embodiment 2; The pipe network structure of water saving, the two-tube net scheme of environment-friendly type classification blowdown; As shown in Figure 4; It and embodiment 2 differences are that the terminal point of the professional pipeline AW of chemical sewage and industrial waste water W is the outlet node A00 of community, rather than flow into the first sewer pipe net A11 nearby.The first sewer pipe net A11 no longer admits chemical sewage and industrial waste water W, processes water again through water saving tower 21, provides the various waters of community to need and facility, sees above-mentioned two embodiment for details, no longer repeats here.
Water saving, the two-tube net of environment-friendly type classification blowdown have utilized and have set grid A at present, invest to build and set up sewer pipe net B, can obtain the effect of " four getting at one stroke ".
1. water saving---water discharges with the sewage classification from the source again; Its manufacturing cost, use cost are all low than traditional regenerated water, middle water; Being tackled by the upper reaches in a large number of it; Also significantly reduce the quantity of downstream, and its quality can plant vegetables, grow fruit, water farmland, nutrition purposes, especially for feeding animals relievedly also than middle water, regenerated water height.In water, regenerated water then can not, even if with in water, regenerated water pouring greenery patches, century-old its cumulative effect afterwards can be easy to generate negative effect to underground water.Handle the estimation of quantity, in the scope of one 100,000 permanent resident population's plot (nearly 120 the such location pieces in Beijing), daily life sewage 0.12m
3/ people * 365 * 189000 ≈, 8,270,000 m
3/ year, because do not comprise work waste water, so actual quantity of tackling is also bigger than this.
2. environmental protection---selecting fecal sewage 2, food property rubbish 3, vegetable garbage 4 same tube drainages, is because their easy broken network of underground that gets into, fermentation generation biogas easily.Simultaneously, because they mix on the ground in the most difficult other kinds solid refuse that separates, carry a place again, pollute a place.Handle the discharging of entering below ground from starting point, ground environmental quality just highlights improvement, has also reduced the quantity of the AC of Wastewater Treatment Plant generation mud.
3. electric power---fermentation produces biogas, is a kind of fabulous energy, if convert it into electric energy, and then more convenient use.In 100,000 people's the location piece scope, marsh gas power generation factory can produce 1000 ten thousand kilowatt hours per year, and 120 such marsh gas power generation factories can be built in municipalization more than 120 such plot in Beijing.
4. biogas fertilizer---all process biogas manure to fecal sewage 2, food property rubbish 3, vegetable garbage 4, supply the peasant to plant the usefulness on ground, this is unprecedented on the urban construction history.
The effect that " four gets at one stroke " can comprehensively be a following table
This " four " be exactly " four maximizations ", it is not an equipment, only solves a hotel, the problem in a restaurant, what it will solve is a sheet of, a city is so the quantity of " four get " is very huge, very surprising.
Embodiment recited above describes preferred implementation of the present invention; Be not that design of the present invention and scope are limited; Do not breaking away under the design scheme prerequisite of the present invention, common engineers and technicians make technical scheme of the present invention in this area various modification and improvement all should fall into protection scope of the present invention; The technology contents that the present invention asks for protection all is documented in claims.
Claims (6)
1. two sewer pipe nets of the municipal sewage of classifying discharging and utilizing; Comprise and set grid (A) at present; The said grid (A) of at present setting comprises the first sewer pipe net (A11), the second sewer pipe net (A12), some professional pipelines (AW) and Wastewater Treatment Plant (AC); Said professional pipeline (AW) is communicated with the said first sewer pipe net (A11); Some said first sewer pipe nets (A11) are communicated with the said second sewer pipe net (A12) outside the community and are communicated to said Wastewater Treatment Plant (AC) through the said second sewer pipe net (A12) through community outlet node (A00), it is characterized in that:
Also comprise and set up sewer pipe net (B); The said sewer pipe net (B) of setting up is used to discharge fecal sewage (2); Comprise the 3rd sewer pipe (B11), the 4th sewer pipe (B12), water saving tower (21), reservoir (19), booster pump (20) and add water crushing engine (PS or P ' S ') that another exports node (B00) and is communicated with said the 4th sewer pipe (B12) outside the community some said the 3rd sewer pipes (B11) through community;
The said first sewer pipe net (A11) is used to discharge daily life sewage (1); Said water saving tower (21) is communicated with on the said first sewer pipe net (A11) of said community outlet node (A00) front end; Said water saving tower (21) is communicated with said reservoir (19); Said booster pump (20) is installed on the pipeline of said reservoir (19) delivery port, and the water again that said water saving tower (21) purifies after the sterilization is communicated to high-rise resident's end through said booster pump (20);
Said professional pipeline (AW) is used to discharge chemical sewage and industrial waste water (W), and said professional pipeline (AW) is located to be communicated with said the time two grid (A12) at said community outlet node (A00);
First adds water crushing engine (PS) is used for broken food property rubbish (3); Said first add water crushing engine (PS) outlet be communicated with the front end of said the 3rd sewer pipe (B11); Second adds water crushing engine (P ' S ') is used for broken vegetable garbage (4), and said second adds another said the 3rd sewer pipe (B11) that exports node (B00) front end of water crushing engine (P ' S ') and said community is communicated with.
2. classification discharging according to claim 1 and the two sewer pipe nets of municipal sewage that utilize; It is characterized in that: the wherein said sewer pipe net (B) of setting up also comprises rapid transport station (B0), the quick delivery tube of pressure-bearing (B13) and marsh gas power generation factory (BC); End with the quick delivery tube of said pressure-bearing (B13) is communicated with some said the 4th sewer pipes (B12) through said rapid transport station (B0); The other end of the quick delivery tube of said pressure-bearing (B13) is communicated with said marsh gas power generation factory (BC), and said rapid transport station (B0) reaches the foul water pump group WB that is communicated with it through pipeline by waste-filling pool XC and constitutes.
3. classification discharging according to claim 1 and 2 and the two sewer pipe nets of municipal sewage that utilize; It is characterized in that: the wherein said sewer pipe net (B) of setting up also comprises supervision maintenance well and alarm liquid level meter; The length of said the 4th sewer pipe (B12) is less than 1Km; Every separated 200m is provided with a said supervision maintenance well, and said alarm liquid level meter is installed in the said supervision maintenance well.
4. classification discharging according to claim 3 and the two sewer pipe nets of municipal sewage that utilize; It is characterized in that: wherein said second adds water crushing engine (P ' S ') is provided with discharging valve (F55) and pretreatment unit (YZ); The inlet of said discharging valve (F55) is communicated with the water source; The outlet of said discharging valve (F55) and said second adds water crushing engine (P ' S ') and is communicated with, said vegetable garbage (4) through said pretreatment unit (YZ) be transported to said second add water crushing engine (P ' S ') inlet.
5. classification discharging according to claim 4 and the two sewer pipe nets of municipal sewage that utilize; It is characterized in that: between another outlet node (B00) of wherein said community outlet node (A00) and said community; Be in parallel installed with on-off valve (F51) and control valve (F50) respectively, between another outlet node (B00) of said community and said the 4th sewer pipe (B12) another on-off valve (F52) be installed.
6. classification discharging according to claim 5 and the two sewer pipe nets of municipal sewage that utilize; It is characterized in that: wherein said marsh gas power generation factory (BC) comprises heating apparatus (JW), Buffer Pool (HCl), biomass pool (ZC), collecting methane jar (ZG) and the generating set (FZ) that is communicated with successively through pipeline; Said collecting methane jar (ZG) offers generating set (FZ) with biogas, said generating set (FZ) and city's electrical network (SDW) networking; Said biomass pool (ZC) offers the biogas manure user through said rapid evacuation pipeline (BK) with biogas manure, and said rapid evacuation pipeline (BK) constitutes by another Buffer Pool (HC2) and through another foul water pump group WB2 that pipeline is communicated with another Buffer Pool (HC2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102010748A CN102330467B (en) | 2011-07-19 | 2011-07-19 | Municipal sewage double-drainage pipe network for classified drainage and utilization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102010748A CN102330467B (en) | 2011-07-19 | 2011-07-19 | Municipal sewage double-drainage pipe network for classified drainage and utilization |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102330467A true CN102330467A (en) | 2012-01-25 |
| CN102330467B CN102330467B (en) | 2013-12-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011102010748A Expired - Fee Related CN102330467B (en) | 2011-07-19 | 2011-07-19 | Municipal sewage double-drainage pipe network for classified drainage and utilization |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107055971A (en) * | 2017-06-02 | 2017-08-18 | 张宝爽 | A kind of recycling processing method of city domestic sewage |
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|---|---|---|---|---|
| JPH08135003A (en) * | 1994-11-14 | 1996-05-28 | Kubota Corp | Laying method of cable in vacuum type sewage collecting system |
| DE19545615A1 (en) * | 1995-01-05 | 1996-07-18 | Sendenhorst Kunststoffroehren | Draining system with building plot drain and rainwater pipes |
| CN1492113A (en) * | 2002-06-13 | 2004-04-28 | 黄春林 | System for city water saving and classified supply and draining, city fecal treatment and organic fertilizer reutilization |
| CN202324150U (en) * | 2011-07-19 | 2012-07-11 | 朱佃功 | Classified emission and utilization dual sewage pipe network for municipal sewage |
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2011
- 2011-07-19 CN CN2011102010748A patent/CN102330467B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08135003A (en) * | 1994-11-14 | 1996-05-28 | Kubota Corp | Laying method of cable in vacuum type sewage collecting system |
| DE19545615A1 (en) * | 1995-01-05 | 1996-07-18 | Sendenhorst Kunststoffroehren | Draining system with building plot drain and rainwater pipes |
| CN1492113A (en) * | 2002-06-13 | 2004-04-28 | 黄春林 | System for city water saving and classified supply and draining, city fecal treatment and organic fertilizer reutilization |
| CN202324150U (en) * | 2011-07-19 | 2012-07-11 | 朱佃功 | Classified emission and utilization dual sewage pipe network for municipal sewage |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107055971A (en) * | 2017-06-02 | 2017-08-18 | 张宝爽 | A kind of recycling processing method of city domestic sewage |
| CN107055971B (en) * | 2017-06-02 | 2018-01-19 | 张宝爽 | A kind of recycling processing method of city domestic sewage |
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| CN102330467B (en) | 2013-12-11 |
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