CN105935686A - Landfill method capable of stabilizing Cu-containing soil - Google Patents
Landfill method capable of stabilizing Cu-containing soil Download PDFInfo
- Publication number
- CN105935686A CN105935686A CN201610370346.XA CN201610370346A CN105935686A CN 105935686 A CN105935686 A CN 105935686A CN 201610370346 A CN201610370346 A CN 201610370346A CN 105935686 A CN105935686 A CN 105935686A
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- Prior art keywords
- lay
- layer
- soil
- percolate
- stabilisation
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
- B09C—RECLAMATION OF CONTAMINATED SOIL
- B09C1/00—Reclamation of contaminated soil
- B09C1/08—Reclamation of contaminated soil chemically
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
- B09B—DISPOSAL OF SOLID WASTE
- B09B3/00—Destroying solid waste or transforming solid waste into something useful or harmless
- B09B3/20—Agglomeration, binding or encapsulation of solid waste
Abstract
The invention provides a method for restoring Cu-containing soil through a landfill technology and stabilizing domestic waste at the same time. According to the method, the Cu-containing soil, the domestic waste, mineralized refuse and certain materials are jointly subjected to landfill; the Cu-containing soil is restored in a certain landfill manner and through a simple operation means, and meanwhile organic matter in the domestic waste can be fast stabilized; and waste leachate is treated at low cost.
Description
Technical field
The present invention relates to a kind of burying method that can contain Cu soil with stabilisation, Cu soil will be contained and fill with domestic garbage mixing, and control certain condition, it is achieved the stabilisation of the two, belong to field of environment engineering technology.
Background technology
China's Pb in Soil and cadmium pollution event are multiple in recent years, and therefore the reparation of lead-contaminated soil is faced with stern challenge.
Improvement to lead, cadmium pollution soil at present is broadly divided into both direction: one is by modes such as chemical leaching, bioleaching or plant extractions, in making lead, lead be transferred to leachate or plant from soil thus reduce Content of Pb in Soil, but owing to Cu is insoluble in water, so this method is difficult to promote;Two is to be acted on by fixing/stabilising etc., make lead in soil by with soil desorbing, character or morphologic change so that its toxicity reduces.In the second repair mode, chemistry is fixing also known as chemical passivation, can quickly effectively pollution remission, the migration of blocking-up lead, it has also become the study hotspot that currently lead-contaminated soil is repaired.But this method needs firming agent, relatively costly.The patent No. 201510056406.6 describes a kind of curing containing Cu soil, but the method using substantial amounts of material, relatively costly, on the other hand solidification effect is unstable, the most easily there is carbonation in the calcium oxide as added so that alkaline-curing effect reduces.
Summary of the invention
For the deficiencies in the prior art, the present invention provides a kind of and utilizes the Landfill reparation method containing Cu soil Simultaneous Stabilization house refuse.This method will fill jointly containing Cu soil, house refuse and mineralized waste and certain material, by certain land-fill method and shirtsleeve operation means, while Cu soil remediation will be contained, again can be by rapid stabilization organic in house refuse, and the process percolate of low cost.
As shown in drawings, concrete operation step is as follows for this landfill yard building mode:
1. lay impervious barrier bottom, it lays punched collection pipe, for leachate collection, lay gravel above, for water conservancy diversion percolate, above gravel, lay mineralized waste layer, highly 30-300cm, it lays the elementary layer of 1-10;Insert multiple leachate recirculation conduits on the elementary layer surface of the superiors, be on the one hand used for getting rid of landfill gas, on the other hand can recharge percolate;
2. the paving mode of elementary layer is as follows: the mixed layer that bottom is made up of organic waste, mud and Gypsum Fibrosum forms, and mixed proportion is Gypsum Fibrosum: mud: organic waste=(1-10): (1-10): (1-40), lays height 10-100cm;Lay the soil horizon Han Cu above mixed layer, lay height 10-200cm;Lay mineralized waste layer containing Cu soil horizon top, lay height 10-100cm;Another one layer is re-layed above elementary layer, the like, gradually lay;
3.
After collected percolate imports leachate collection pond, directly get at leachate recirculation conduit mouth with pump, until each pollutant levels COD < 50mg/L, Cu < 0.05 mg/L in percolate.
Present method be advantageous in that:
1. this method utilizes two kinds of principles of solidification solidification Cu, and first with the fixing Cu of alkalescence effect of Gypsum Fibrosum, in Gypsum Fibrosum, sulfate anaerobism is converted into sulfide and precipitate C u subsequently;
2. comparing other and process technique, this technique achieves the stabilisation of organic waste while containing Cu soil-burial stabilisation.
Accompanying drawing explanation
Fig. 1 is that landfill lays schematic diagram
It is embodied as example as follows:
Example 1:
1. lay impervious barrier bottom, it lays punched collection pipe, for leachate collection, lay gravel above, for water conservancy diversion percolate, above gravel, lay mineralized waste layer, highly 200cm, it lays the elementary layer of 4;Insert multiple leachate recirculation conduits on the elementary layer surface of the superiors, be on the one hand used for getting rid of landfill gas, on the other hand can recharge percolate;
2. the paving mode of elementary layer is as follows: the mixed layer that bottom is made up of organic waste, mud and Gypsum Fibrosum forms, and mixed proportion is Gypsum Fibrosum: mud: organic waste=2:5:15, lays height 100cm;Lay the soil horizon Han Cu above mixed layer, lay height 200cm;Lay mineralized waste layer containing Cu soil horizon top, lay height 100cm;Another one layer is re-layed above elementary layer, the like, gradually lay;
3.
After collected percolate imports leachate collection pond, directly get at leachate recirculation conduit mouth with pump, until each pollutant levels COD < 50mg/L, Cu < 0.05 mg/L in percolate;
4. constantly being recharged to conduit by collected percolate, through about two weeks left and right time, Cu < 0.05 mg/L, in the stable percolate of about 1 year, < 50mg/L stops recharging each pollutant levels COD.
Example 2:
1. lay impervious barrier bottom, it lays punched collection pipe, for leachate collection, lay gravel above, for water conservancy diversion percolate, above gravel, lay mineralized waste layer, highly 150cm, it lays the elementary layer of 7;Insert multiple leachate recirculation conduits on the elementary layer surface of the superiors, be on the one hand used for getting rid of landfill gas, on the other hand can recharge percolate;
2. the paving mode of elementary layer is as follows: the mixed layer that bottom is made up of organic waste, mud and Gypsum Fibrosum forms, and mixed proportion is Gypsum Fibrosum: mud: organic waste=3:8:30, lays height 100cm;Lay the soil horizon Han Cu above mixed layer, lay height 200cm;Lay mineralized waste layer containing Cu soil horizon top, lay height 100cm;Another one layer is re-layed above elementary layer, the like, gradually lay;
3.
After collected percolate imports leachate collection pond, directly get at leachate recirculation conduit mouth with pump, until each pollutant levels COD < 50mg/L, Cu < 0.05 mg/L in percolate;
4. collected percolate is constantly recharged to conduit, through about two weeks left and right time, Cu < 0.05
Mg/L, in the stable percolate of about 1 year, < 50mg/L stops recharging each pollutant levels COD.
Claims (7)
1. one kind can stabilisation containing the burying method of Cu soil, its building mode is: impervious barrier is laid in bottom, punched collection pipe is laid on it, for leachate collection, lay gravel above, for water conservancy diversion percolate, above gravel, lay mineralized waste layer, highly 30-300cm, it lays several elementary layer;Insert multiple leachate recirculation conduits on the elementary layer surface of the superiors, be on the one hand used for getting rid of landfill gas, on the other hand can recharge percolate.
A kind of burying method that can contain Cu soil with stabilisation, the paving mode of elementary layer is as follows: the mixed layer that bottom is made up of organic waste, mud and Gypsum Fibrosum forms, mixed proportion is Gypsum Fibrosum: mud: organic waste=(1-10): (1-10): (1-40), lays height 10-100cm;Lay the soil horizon Han Cu above mixed layer, lay height 10-200cm;Lay mineralized waste layer containing Cu soil horizon top, lay height 10-100cm;Another one layer is re-layed above elementary layer, the like, gradually lay.
A kind of burying method that can contain Cu soil with stabilisation, gravel layer contains certain slope, lays punched collection pipe at the bottom of slope;Punched collection tube wall has aperture, aperture 1-3cm, each hole separation 20-50cm, and collecting pipe caliber 10-30cm, for leachate collection.
A kind of burying method that can contain Cu soil with stabilisation, leachate recirculation conduit caliber 10-30cm, manage deep 1-2m, every 5-10m and lay a conduit.
A kind of burying method that can contain Cu soil with stabilisation, after collected percolate imports leachate collection pond, direct pump is got at leachate recirculation conduit mouth, until each pollutant levels COD < 50mg/L, Cu < 0.05 mg/L in percolate.
6. elementary layer paving mode as claimed in claim 2, organic waste therein includes domestic waste and food garbage.
7. elementary layer paving mode as claimed in claim 2, mud therein can be the anaerobism in sewage treatment facility, hold concurrently oxygen or aerobic sludge.
Priority Applications (1)
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CN201610370346.XA CN105935686A (en) | 2016-05-30 | 2016-05-30 | Landfill method capable of stabilizing Cu-containing soil |
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CN201610370346.XA CN105935686A (en) | 2016-05-30 | 2016-05-30 | Landfill method capable of stabilizing Cu-containing soil |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004216354A (en) * | 2003-01-15 | 2004-08-05 | Morimitsu Kogyo:Kk | Garbage disposal |
CN101417286A (en) * | 2008-12-08 | 2009-04-29 | 天津市农业资源与环境研究所 | Alkaline land soil repair agent |
CN103978025A (en) * | 2013-12-05 | 2014-08-13 | 青岛理工大学 | Landfill method for rapid stabilization of chromium-containing soil and household garbage |
CN103978026A (en) * | 2013-12-05 | 2014-08-13 | 青岛理工大学 | In situ remediation method of Cr (VI)-containing site by utilizing organic waste |
JP5768293B2 (en) * | 2011-03-31 | 2015-08-26 | 地方独立行政法人山口県産業技術センター | Method for producing soil-solidifying material using fluorine-containing inorganic waste, obtained soil-solidifying material, and method for solidifying soft soil using the soil-solidifying material |
-
2016
- 2016-05-30 CN CN201610370346.XA patent/CN105935686A/en not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004216354A (en) * | 2003-01-15 | 2004-08-05 | Morimitsu Kogyo:Kk | Garbage disposal |
CN101417286A (en) * | 2008-12-08 | 2009-04-29 | 天津市农业资源与环境研究所 | Alkaline land soil repair agent |
JP5768293B2 (en) * | 2011-03-31 | 2015-08-26 | 地方独立行政法人山口県産業技術センター | Method for producing soil-solidifying material using fluorine-containing inorganic waste, obtained soil-solidifying material, and method for solidifying soft soil using the soil-solidifying material |
CN103978025A (en) * | 2013-12-05 | 2014-08-13 | 青岛理工大学 | Landfill method for rapid stabilization of chromium-containing soil and household garbage |
CN103978026A (en) * | 2013-12-05 | 2014-08-13 | 青岛理工大学 | In situ remediation method of Cr (VI)-containing site by utilizing organic waste |
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Application publication date: 20160914 |
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