CN101672069B - Water draining method for valley type landfill - Google Patents
Water draining method for valley type landfill Download PDFInfo
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- CN101672069B CN101672069B CN2009100911244A CN200910091124A CN101672069B CN 101672069 B CN101672069 B CN 101672069B CN 2009100911244 A CN2009100911244 A CN 2009100911244A CN 200910091124 A CN200910091124 A CN 200910091124A CN 101672069 B CN101672069 B CN 101672069B
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Abstract
The invention provides a water draining method for a valley type landfill, which is characterized in that the landfill is divided into a plurality of units by water-resisting dams (3) along the extending direction of the valley, and each unit is provided with a main unit pipe (10) and a plurality of branch unit pipes (11), wherein branch unit pipes are shock tubes provided with holes and can collect the rain water or sewage into the main unit pipes (10); and the main unit pipes are communicated with valves (15 and 16) at the downstream of the valley by corresponding diversion pipes (13) and are selectively communicated with a rain water pipe (18) or a sewage pipe (17) by the valves (15 and 16), so as to introduce the sewage from a landfill unit into the sewage pipe (17) and introduce the rain water from a non-landfill unit into the rain water pipe (18); furthermore, the sewage pipe (17) transmits the sewage into a sewage tank (19). The method can reduce the sewage generation quantity in the large area landfill to the minimum, thus greatly relieving the pressure of sewage treatment and having good environmental and economic benefits.
Description
Technical field
The present invention relates to the garbage loading embeading field, relate more specifically to the water discharge method of refuse landfill, relate more specifically to the water discharge method of valley type landfill.
Background technology
At present, in the garbage loading embeading operation in hills or mountain region area, urban sanitation department utilizes long and narrow mountain valley between two mountains as the garbage loading embeading place usually.Such refuse landfill is usually at least more than 10 hectares, have in addition reach hectares up to a hundred.At present, do not take special measure to deal with the large amount of sewage that produce rainy day for the drainage of refuse landfill.For a large-area landfill yard; If run into rainy weather; Have the rainwater of garbage areas to become sewage from piling, it is diffused into other zones (as yet not heap garbage) of landfill yard, perhaps mixes with other regional rainwater; Feasible rainwater from whole landfill yard all becomes sewage, and this can increase the burden of sewerage treatment undoubtedly greatly.Moreover, in mountain area with heavy rainfall, the bad weather that usually can occur raining heavily for a long time; In this case; The sewage disposal device of refuse landfill does not reach needed disposal ability far away, and can only with effluent discharge to environment, cause the environment pollution in area, landfill yard downstream.
Summary of the invention
Therefore the present invention proposes a kind of water discharge method that is used for the mountain refuse landfill, to overcome the defective that exists in the prior art.
Method of the present invention does; The direction of extending along the mountain valley is divided into some unit with landfill yard with the water proof dike; The unit is set in each unit to be responsible for and a plurality of unit arm; This unit arm is a floral tube with holes, and each unit arm is collected to the unit person in charge with rainwater or sewage, drains into then outside each unit.Wherein, The unit is responsible for and is communicated to the valve that is arranged on landfill yard outer (downstream, mountain valley); And selectively be communicated to through this valve and be arranged on landfill yard outer two persons in charge---rainwater pipe or soil pipe; So that will direct into soil pipe from the sewage of landfill unit, will import the rainwater pipe from the rainwater of landfill unit not, this soil pipe with sewage transport to sewage reservoir.
In a kind of more concrete embodiment, between each unit person in charge and soil pipe, one first valve is set, between each unit person in charge and rainwater pipe, one second valve is set.In the rainy day, for the landfill unit that is filled with rubbish, open first valve, close second valve, make sewage be delivered to the sewerage treatment place through soil pipe; For the landfill unit of not filling out rubbish, close first valve, open second valve, make rainwater pass through rainwater and discharge.
Preferably, the arragement direction that the unit is responsible for is approximately perpendicular to the bearing of trend in mountain valley, and extends upward along the hillside.The unit arm then is responsible for radial extending out from this unit, with the rainwater of interception respective regions.Can be responsible for for each unit a mozzle is set, this mozzle along the mountain valley lowest part bury underground, be delivered to outside the landfill yard so that the rainwater of collecting is responsible in the unit, so that be delivered to rainwater pipe and soil pipe through aforementioned first valve and second valve.
In a kind of specific embodiment; Carry out dumping from downstream one end in mountain valley; Like this, on rainy day, the rainwater of landfill unit is derived through the mozzle that is connected to this unit delivery port; The not landfill unit at the upper reaches is then collected rainwater through separately the person in charge and arm, and discharges through corresponding mozzle.
Further; Carry out dumping from the upper reaches one end in mountain valley; Like this, on rainy day, the rainwater of landfill unit imports sewage reservoir through the mozzle that is connected to this unit delivery port; And the not landfill unit in downstream also need not be laid the person in charge and arm, and rainwater is directly derived through the mozzle that is connected to this unit delivery port.
Through method of the present invention, can the sewage generation in the large tracts of land refuse landfill be dropped to minimum level, thereby alleviate the pressure of sewerage treatment greatly, have very big environmental benefit and economic benefit.
Description of drawings
Fig. 1 is the sketch map that first embodiment is shown.
Fig. 2 is the sketch map that illustrates according to exemplary second embodiment of the present invention.
The specific embodiment
As shown in Figure 1, whole refuse landfill is divided into 3 unit, is separated wherein by water proof dike 3 between the unit, and first module 1 has been filled up rubbish, second unit 2 just in use, Unit the 3rd uses as yet.The unit person in charge 10 and unit arm 11 are set in each unit.The unit is responsible for 10 and is linked to each other with separately mozzle 13, these mozzles 13 along the mountain valley lowest part bury underground, be delivered to outside the landfill yard with the rainwater of the unit being responsible for 10 collections, so that be delivered to rainwater pipe 18 or soil pipe 17 through first valve 15 or second valve 16.Soil pipe 17 imports sewage reservoir 19 with sewage.
Fig. 2 illustrates second embodiment.As shown in Figure 2, whole refuse landfill is divided into 3 unit, is separated wherein by water proof dike 3 between the unit, and first module 1 has been filled up rubbish, second unit 2 just in use, Unit the 3rd uses as yet.Sewage imports sewage reservoir 19 through mozzle 13 separately.
In another unshowned embodiment, the direction of extending along the mountain valley is divided into some unit with landfill yard with water proof dike 3, and along the lowermost extent in mountain valley the mozzle 13 of respective numbers is set, and each unit no longer is provided with the unit person in charge and arm.Mozzle connects the delivery port and soil pipe that is arranged on the downstream, mountain valley 17 and rainwater pipe 18 of each unit; And; Between each mozzle 13 and soil pipe 17 and rainwater pipe 18, be provided with valve 15,16, so that each mozzle 13 optionally is communicated to soil pipe 17 and rainwater pipe 18.
More than just according to an exemplary embodiment of the present invention.Be understood that easily those skilled in the art can do multiple accommodation to the foregoing description, these are flexible even can obtain better effect.For example, can make various accommodation, as long as the rainwater that can will drop in this unit is collected into the outside, unit to the arrangement mode of pipeline in each unit.
In actual mechanical process; As run into rainy day; Operating personnel only need not use pipeline in the unit through opening second valve 16 and close first valve 15 and be communicated to rainwater pipe 18, with the pipeline that uses the unit through closing second valve 16 and opening first valve 15 and be communicated to soil pipe 17 and get final product.
In order further to reduce the sewage generation, under the situation of place permission, can earlier the unit that piles with rubbish be covered, this can cover closely knit soil or the rainproof material of last layer and realize through the upper surface in this unit.
More than combine the exemplary embodiments of minority that embodiment of the present invention is described, but these embodiments only are for exemplary purposes rather than limit the present invention.It should be understood that those skilled in the art can be under the prerequisite that does not deviate from scope of the present invention and spirit, change and revise for the specific embodiment.Likewise, except the above embodiment of mentioning, in appended claim, can also find many specific embodiment.
Claims (5)
1. the water discharge method of a valley type landfill; It is characterized in that the direction of extending along the mountain valley is divided into some unit with landfill yard with water proof dike (3), the unit is set in each unit is responsible for (10) and a plurality of unit arms (11); Said unit arm is a floral tube with holes; Rainwater or sewage are collected to the said unit person in charge (10), and said unit is responsible for and is communicated to the valve (15,16) that is arranged on the downstream, mountain valley through corresponding mozzle (13); And selectively be communicated to rainwater pipe (18) or soil pipe (17) through said valve (15,16); So that will direct into said soil pipe (17) from the sewage of landfill unit, will import rainwater pipe (18) from the rainwater of landfill unit not, said soil pipe (17) is with sewage transport to sewage reservoir (19).
2. method according to claim 1; It is characterized in that, be responsible between (10) and the soil pipe (17) that in each unit one first valve (15) being set, be responsible between (10) and the rainwater pipe (18) that in each unit one second valve (16) being set; In the rainy day; Open first valve for landfill unit, close second valve, make sewage pass through soil pipe (17) and be delivered to said sewage reservoir (1); Close first valve (15) for landfill unit not, open second valve (16), make rainwater enter said rainwater pipe.
3. method according to claim 1; It is characterized in that the arragement direction that said unit is responsible for is approximately perpendicular to the bearing of trend in mountain valley, and extend upward along the hillside; Said unit arm then is responsible for radial extending out from said unit, with the rainwater of interception respective regions.
4. root method according to claim 1; It is characterized in that, carry out dumping from downstream one end in mountain valley, like this; On rainy day; The rainwater of landfill unit is derived through the mozzle that is connected to this unit delivery port, and the not landfill unit at the upper reaches is then collected rainwater through separately the person in charge and arm, and discharges through corresponding mozzle.
5. the water discharge method of a valley type landfill; It is characterized in that; The direction of extending along the mountain valley is divided into some unit with landfill yard with water proof dike (3); And the lowermost extent in said mountain valley, edge is provided with the mozzle (13) of respective numbers, and said mozzle connects the delivery port and the soil pipe (17) and the rainwater pipe (18) that are arranged on downstream, said mountain valley of each unit, and; Between each mozzle (13) and said soil pipe (17) and rainwater pipe (18), be provided with valve (15,16), so that each mozzle (13) optionally is communicated to said soil pipe (17) and rainwater pipe (18).
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CN2009100911244A CN101672069B (en) | 2009-08-12 | 2009-08-12 | Water draining method for valley type landfill |
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CN2009100911244A CN101672069B (en) | 2009-08-12 | 2009-08-12 | Water draining method for valley type landfill |
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CN101672069A CN101672069A (en) | 2010-03-17 |
CN101672069B true CN101672069B (en) | 2012-08-08 |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20010007309A1 (en) * | 1999-09-30 | 2001-07-12 | Malone Philip G. | Retrievable filter element for subsurface drainage |
JP2002166105A (en) * | 2000-11-29 | 2002-06-11 | Nkk Corp | Water treatment apparatus |
CN1399045A (en) * | 2002-08-08 | 2003-02-26 | 黄斌夫 | River purifying system and river waterworks |
CN1707031A (en) * | 2005-05-13 | 2005-12-14 | 曾小强 | Water tackling method |
-
2009
- 2009-08-12 CN CN2009100911244A patent/CN101672069B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20010007309A1 (en) * | 1999-09-30 | 2001-07-12 | Malone Philip G. | Retrievable filter element for subsurface drainage |
JP2002166105A (en) * | 2000-11-29 | 2002-06-11 | Nkk Corp | Water treatment apparatus |
CN1399045A (en) * | 2002-08-08 | 2003-02-26 | 黄斌夫 | River purifying system and river waterworks |
CN1707031A (en) * | 2005-05-13 | 2005-12-14 | 曾小强 | Water tackling method |
Non-Patent Citations (1)
Title |
---|
张冬虎等人.山谷型小型垃圾填埋场设计.《环境卫生工程》.2003,第11卷(第1期), * |
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Owner name: CHINA URBAN CONSTRUCTION DESIGN + RESERRCH INSTITU Free format text: FORMER NAME: CHINA URBAN CONSTRUCTION DESIGN + RESEARCH INSTITUTE |
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Address after: 100029 Beijing city Chaoyang District Huixinli No. 3 Patentee after: China Urban Construction Design & Reserrch Institute Co., Ltd. Address before: 100029 Beijing city Chaoyang District Huixinli No. 3 Patentee before: Urban Construction Design & Research Institute |