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HJ 2035-2013: Technical guidelines for solid waste treatment and disposition engineering
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Technical guidelines for solid waste treatment and disposition engineering
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HJ 2035-2013
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Basic data | Standard ID | HJ 2035-2013 (HJ2035-2013) | | Description (Translated English) | Technical guidelines for solid waste treatment and disposition engineering | | Sector / Industry | Environmental Protection Industry Standard | | Classification of Chinese Standard | Z13 | | Classification of International Standard | 13.030.40 | | Word Count Estimation | 23,284 | | Quoted Standard | GB 5085.1; GB 5085.2; GB 5085.3; GB 5085.4; GB 5085.5; GB 5085.6; GB 5085.7; GB 5086.1; GB 8172; GB 15562.2; GB 15577; GB 16889; GB 18599; GB 18485; GB 50016; GB 50041; GB 50051; GB 50202; GB 50203; GB 50204; GB 50205; GB 50231; GB 50236; GB 50254; GB 502 | | Regulation (derived from) | Department of Environmental Protection Notice No. 60 of 2013 | | Issuing agency(ies) | Ministry of Ecology and Environment | | Summary | This standard specifies the general technical requirements of solid waste disposal engineering design, construction, commissioning and operation and maintenance. This standard applies except hazardous waste recycling and waste treatment and disposal of so | HJ 2035-2013: Technical guidelines for solid waste treatment and disposition engineering---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Technical guidelines for solid waste treatment
People's Republic of China National Environmental Protection Standards
Solid waste disposal engineering and technical guidelines
Issued on.2013-09-26
2013-12-1 implementation
Issued by the Ministry of Environmental Protection
Table of Contents
Preface ..II
1. Scope .1
2 Normative references .1
3 Terms and definitions 2
4 .3 general requirements
5 plant (field) site selection and general layout ..4
6 solid waste collection, storage and transport .6
7 7 biological treatment of solid waste
8 Solid Waste heat treatment .9
9 solid waste landfill, disposal 19
10 labor safety and occupational health .23
11 construction and acceptance ..24
12 Operation and Maintenance ..26
Foreword
To implement the "People's Republic of China Environmental Protection Law" and "People's Republic of China Solid Waste Environmental Pollution Prevention Law," Prevention
Environmental pollution, protect the environment and human health, the development of this standard.
This standard general technical requirements for solid waste disposal engineering design, construction, inspection and operation and maintenance.
This standard is a guiding document for stakeholders in solid waste disposal with reference to use.
This standard is the first release.
This standard is developed by the Ministry of Environmental Protection Science, Technology organization.
This standard drafting units. China Environmental Protection Industry Association (Solid Waste Treatment and Utilization Committee), Beijing Central Tsinghua ring
Habitat Engineering Design & Research Institute Co., Ltd., Beijing Science and Technology Co., Ltd. with the Oriental, the Netherlands Shanghai Environmental Protection Co., Tianjin Jianchang environmental protection
Limited.
This standard MEP September 26, 2013 for approval.
This standard shall be December 1, 2013 implementation.
The standard explanation by the Ministry of Environmental Protection.
Solid waste disposal engineering and technical guidelines
1 Scope
This standard specifies the general technical requirements for solid waste disposal engineering design, construction, inspection and operation and maintenance.
This standard applies in addition to hazardous waste disposal and waste recycling solid waste disposal project.
This standard may post evaluation, design, construction, environmental inspection and built to run as the environmental impact of disposal of solid waste project
Technical basis and management.
For the corresponding process specifications or technical specifications of the key sources of pollution of solid waste disposal project, the implementation of this standard shall be simultaneously
Criteria and corresponding technical specifications.
2 Normative references
The standard content of the following documents cited in the articles. Where undated references, the valid version applies to this standard.
GB 5085 Identification standard for hazardous wastes
GB 5086.1 ~ 2 solid waste leaching toxicity methods
GB 8172 farm towns garbage control standards
GB 15562.2 Environmental Graphics Flag solid waste storage (disposal) field
GB 15577 Safety regulations for dust explosion
GB 16889 landfill pollution control standards
GB 18485 garbage burning pollution control standards
GB 18599 general industrial solid waste storage and disposal site pollution control standards
GB 50016 architectural design code for fire protection
GB 50041 boiler room design specifications
GB 50051 Chimney design specifications
GB 50202 foundation engineering foundation construction quality acceptance
Construction Quality Acceptance GB 50203 masonry structure specification
GB 50204 Construction Quality Acceptance of Concrete Structure Engineering
Steel Engineering Construction Quality Acceptance GB 50205
GB 50231 mechanical equipment installation construction and acceptance
GB 50236 field equipment, industrial pipe welding engineering for construction
GB 50254 ~ GB 50259 electric equipment installation engineering construction and acceptance
GB 50275 fans, compressors, pumps, installation engineering construction and acceptance
GB 50300 Construction Quality Acceptance of uniform standards
GB/T 15555.1 ~ 12 solid waste leaching toxicity determination
GB/T 24602 municipal wastewater treatment plant sludge disposal by incineration alone muddy
GB Z 1 Design of Industrial Enterprises hygiene standards
GB Z 2.1 Workplace Hazardous Occupational Exposure Limits - Part 1. Chemical hazardous agents
GB Z 2.2 Workplace Hazardous Occupational Exposure Limits - Part 2. physical factors
CJ/T 3059 MSW composting plant technical evaluation
CJJ 17 municipal solid waste sanitary landfill Technical Specifications
CJJ/T 52 MSW Technical specification for static aerobic composting
HJ 564 Landfill Leachate Treatment Project Technical Specifications (Trial)
HJ/T 284 for environmental protection product requirements baghouse with electromagnetic pulse valve
HJ/T 324 for environmental protection product requirements baghouse with filter
HJ/T 325 for environmental protection product requirements baghouse filter bag framework
HJ/T 326 for environmental protection product requirements baghouse with a membrane filter media
HJ/T 327 for environmental protection product requirements baghouse filter bag
HJ/T 328 environmental protection product pulse jet bag filter class
NY/T 1220 biogas technical specifications
NY/T 1220.1 biogas technical specification - Part 1. Process Design
NY/T 1220.2 biogas technical specification - Part 2. Design of gas
Jianbiao 124-2009 solid waste sanitary landfill project construction standards
Jianbiao 141-2010 waste composting project construction standards
"Construction Project Environmental Protection Management Regulations" (State Council Decree No. 253)
"Dangerous chemical safety regulations" (People's Republic of China State Council Decree No. 591)
"Acceptance of completed construction projects management approach" (SEPA Order No. 13)
"Construction project environmental protection facilities in the acceptance monitoring technical requirements" (SEPA [2000] No. 38)
"National List of Hazardous Wastes" (People's Republic of China Ministry of Environmental Protection, the National Development and Reform Commission Order No. 1)
3 Terms and Definitions
The following terms and definitions apply to this standard.
3.1 solid waste solid waste
Generated in the production, life and other activities lose their original use value or loss of use value, but has not yet been discarded or abandoned
Solid, semi-solid and placed in containers of gaseous materials, substances as well as legal and administrative regulations were included in solid waste management
Products, substances. This standard does not include solid waste within the meaning of hazardous waste.
3.2 biological treatment biological treatment
By aerobic or anaerobic microorganism, which makes degradable organic matter into stable products processing technology of solid waste.
3.3 areobic composting aerobic composting
In sufficient oxygen supply conditions, using solid waste aerobic microbial decomposition of organic matter in the process.
3.4 Anaerobic digestion anaerobic digestion
In the absence of oxygen or hypoxia, by the action of anaerobic microorganisms makes waste biodegradable organic matter into methane, carbon
CFCs and stable substances biochemical processes.
3.5 heat treatment thermal treatment
High-temperature decomposition of organic matter and deep oxidation and change its physical, chemical or biological characteristics and composition of the processing technology.
3.6 Incineration incineration
A certain amount of excess air and organic waste is processed in the incinerator combustion oxidation reaction, the poisonous waste material
Quality at a high temperature oxidation, pyrolysis, and the destruction of high temperature heat treatment technology.
3.7 Pyrolysis pyrolysis
Solid waste in anaerobic or anoxic conditions, a pyrolysis process gas, fuel oil and other substances.
3.8 Landfill landfill
Geotechnical engineering theory and in accordance with standard solid waste landfill cover and make a stabilized final disposal method.
4 general requirements
4.1 Solid waste disposal should follow the reduction, recycling, sound principles, the generation of solid waste, transport, storage
Storage, treatment and disposal of the entire process control should be implemented.
4.2 conditional region should build a solid waste disposal facilities, to improve economies of scale.
4.3 units of solid waste disposal project construction and operation of the State shall have qualified commitment to meet the project environment Movies
Impact assessment report, the approval documents and requirements of this standard.
4.4 Solid waste disposal process should avoid and reduce secondary pollution. Secondary pollution should implement national and local environmental
The relevant provisions of the protection regulations and standards, discharge after treatment. Secondary pollution control programs should make full use of existing enterprise resources.
4.5 solid waste disposal project should install automatic and continuous monitoring device in accordance with relevant state regulations.
4.6 solid waste disposal project should meet the "Construction Project Environmental Protection Management Regulations" and "acceptance of completed construction projects
Management approach "requirements.
4.7 build solid waste treatment and disposal engineering (structures), electrical system, plumbing, HVAC, and other ancillary works shall comply with the main national
The relevant standards.
5 plant (field) site selection and general layout
5.1 General provisions
5.1.1 Select plant (field) site should be consistent with the overall urban planning, regional planning and environmental protection professional, professional planning and national environmental sanitation
Relevant standards shall comply with local air pollution control, water conservation and nature conservation requirements, and through environmental Movies
Impact assessment.
5.1.2 plant (field) should be considered in site selection of solid waste treatment and disposal plant (field) service area, geographic location, hydrogeology,
Weather conditions, traffic conditions, status of land use, infrastructure, health, transport distance and public opinion and other factors, by at least two
Program to determine the ratio after the election.
5.1.3 from the solid waste treatment and disposal plant (field) and the residential sector, should be based on the nature and sources of local natural, meteorological conditions
Member and other factors, determined by the environmental impact assessment.
5.1.4 Solid waste disposal plant (field) should be based on the general layout of the plant (field) conditions natural site area, combined with production,
Transportation, environmental protection, occupational health and labor safety and lives of the workers, as well as electricity, telecommunications, heating, drainage, flood control and discharge
Floods and other facilities, the program is determined after more comprehensive comparison.
5.2 plant (field) site selection
5.2.1 incineration plant site
5.2.1.1 should have to meet the engineering geological and hydrogeological conditions of construction requirements. Incineration plants should not be built in the flood-tide
Or waterlogging threat, must be built in these areas, there should be a reliable flood control, drainage measures.
5.2.1.2 should be a reliable supply of electricity and water supply sources.
5.2.1.3 should consider disposal and sewage treatment and disposal conditions of incineration slag and fly ash.
5.2.2 Landfill Site
5.2.2.1 landfill site should be in a relatively stable area, and comply with the relevant standards.
5.2.2.2 landfill sites should be located downstream of the region groundwater flows.
5.2.2.3 landfill should be large enough to use volume in order to ensure the completion of the landfill after use of not less than 8 to 10 years.
Elevation 5.2.2.4 landfill sites should be located not less than the return period of 50 years of above flood level.
5.2.3 Composting Site Selection
Consideration should be given service area, combined with established or proposed solid waste treatment facilities, full use of existing infrastructure, reasonable cloth
Bureau.
5.2.4 The anaerobic digestion plant siting
5.2.4.1 should avoid anaerobic digestion plant was built in geologically unstable area and prone to collapse, landslides, mudslides and other natural disasters.
5.2.4.2 anaerobic digestion plant site should be close to the origin of the raw material fermentation and biogas utilization areas.
5.2.4.3 should be better water, electricity and transportation.
5.2.4.4 anaerobic digestion plant site should be combined with established or proposed waste disposal facilities, full use of existing infrastructure, rational distribution,
Conducive to comprehensive treatment.
5.2.4.5 should be easy for sewage sludge treatment, discharge and use.
5.3 general layout
5.3.1 Solid waste disposal plant (field) of entrances and exits of people and goods should comply with the relevant requirements of urban transport, passenger and achieve
Stream is separated, easy access to the waste transporter to minimize intermediate transport links.
5.3.2 solid waste stream entrance and reception, storage, transport, treatment and disposal places should be office and living facilities
Isolation construction, easy to produce polluting facilities should be located in the office area and living area under perennial dominant wind direction.
5.3.3 Solid waste disposal plant (field) should be arranged with major facilities-based, the other processing facilities should be reasonably safe
row.
5.3.4 Solid waste disposal engineering, the ancillary facilities and service facilities and other auxiliary facilities should be based on the principles of social service
Into consideration and avoid duplication.
5.3.5 Solid waste disposal plant (field) should be surrounded by a protective fence or wall isolation facilities to prevent unauthorized personnel and livestock feed
In, and it should be in a landfill, compost border around the field to set anti-dust facilities, security facilities and fire buffer zone.
5.3.6 Solid waste disposal plant (field) vehicle washing facilities should be located in the vicinity of the outlet (field) unloading facilities and treatment and disposal plant,
In order to be cleaned after unloading the vehicle.
6 solid waste collection, storage and transport
6.1 General provisions
6.1.1 Solid waste should be classified collection, storage and transport, in order to facilitate the subsequent treatment and disposal.
6.1.2 industrial solid waste and garbage should be collected separately; recyclable materials and non-recyclable substances should be collected separately;
Hazardous waste and general waste should be separately collected; medical waste and other hazardous wastes should be collected separately.
6.1.3 solid waste collection, storage and transportation process, should comply with national regulations on environmental protection and sanitation management,
Take measures to prevent environmental pollution prevention littered the floor, anti-leakage, etc., should not be allowed to dump, store or discard or discharge solid waste.
6.2 of municipal solid waste collection, storage and transport
6.2.1 MSW and garbage collection facilities should be adapted, before the collection, classification system is not yet perfect,
Set up collection points should be considered for future collection development to adapt.
6.2.2 The type of waste should be clearly marked municipal waste collection containers to collect and separate collection of waste should be classified transport; there
Victims of garbage should be collected separately, shipping and handling, which should be closed and garbage containers having easy identification signs.
6.2.3 Municipal Solid Waste Transfer Station set the number and size of urban areas should be based on characteristics, socio-economic development and service areas, etc.
Determining factor.
6.3 general industrial solid waste collection and storage
6.3.1 industrial solid waste should be recycled in accordance with the economic and technological conditions; to temporarily use or not use
Industrial solid waste should be in accordance with the provisions of the State Council administrative department of environmental protection of the construction of storage facilities, space, safe deposit classification
Put or take sound disposal measures.
6.3.2 storage, construction type disposal sites should be consistent with the categories will be stacked general industrial solid waste.
6.3.3 storage, measures to prevent dust pollution disposal sites should be taken.
6.3.4 storage and disposal site perimeter should be set diversion channel to prevent rainwater runoff into the storage, disposal pit, and increase the amount of leachate avoid
Landslide.
6.3.5 Storage and Disposal Sites should build dikes, dams, retaining walls and other facilities, prevent the loss of general industrial solid waste and leachate.
6.3.6 storage and disposal site leachate collection and drainage facilities should be designed, when necessary design leachate treatment facility for leachate at
Management.
6.3.7 Storage sulfur content higher than 1.5% gangue, should take measures to prevent spontaneous combustion.
6.3.8 Storage Class II general industrial solid waste place GB 18599 provisions, when a natural base layer permeability coefficient greater than
1.0 × 10-7 cm/s shall be used natural or artificial materials to build a barrier layer, the thickness of the barrier layer should be equivalent permeability coefficient of 1.0 × 10-7
cm/s and 1.5 m thickness of the barrier properties of clay formations.
7 biological treatment of solid waste
7.1 General provisions
7.1.1 Biological treatment appropriate treatment of organic solid waste, such as manure, sewage sludge and the like. Solid waste treatment should not be mixed with the following
substance.
a) toxic industrial products and their residues thrown away;
b) toxic agents and drugs;
c) there is a chemical reaction and produce harmful substances in articles;
d) corrosive or radioactive substances;
e) flammable, explosive and other dangerous goods;
f) Biohazard and medical waste;
g) substances that seriously pollute the environment.
Organic solid wastes 7.1.2 Biological treatment should be used for agricultural fertilizer to meet the requirements of GB 8172.
7.1.3 Biological treatment residue generated in the process should be recycled, non-recyclable should incineration or landfill disposal.
7.1.4 aerobic biological treatment including composting and anaerobic digestion categories.
7.2 aerobic composting
7.2.1 aerobic composting process shown in Figure 1.
Aerobic composting process flow diagram of FIG. 1
7.2.2 Commonly used methods include open-air aerobic composting windrow type composting, forced ventilation static and dynamic type hermetic compost heap
Fertilizer Act. Aerobic composting process can be divided into one-time and fermentation of secondary fermentation (including primary fermentation and secondary fermentation).
7.2.3 The main factors aerobic composting process design should be considered include the particle size, carbon and nitrogen ratio, inoculum size, moisture content, and stirred
Flip, temperature, pathogenic microorganisms control, ventilation rate, pH, and the like.
7.2.4 compost material does not satisfy the requirements Jincang should be used crushing or sorting, crushing and sorting or combined pretreatment processes
Management.
7.2.5 After completion of the composting process should be carried out after processing typically comprises crushing, sorting, drying, granulation, compaction and packing
And other processes, the process may select one or a combination of post-treatment process in accordance with the requirements of compost products.
7.2.6 Construction of compost site should leachate drainage system. Compost leachate treatment facility should be set up inside the compost site and after the run
Maintenance management of leachate treatment discharge period.
7.2.7 composting leachate monitoring system should be set up to ensure timely detection in the event of leakage of leachate and take the necessary pollution control
Control measures. To detect leachate, compost leachate detection field should be set well.
7.2.8 When static aerobic composting of municipal solid waste disposal, in line with CJJ/T relevant provisions of 52; other organic solid waste aerobic
Composting may be performed with reference to the relevant provisions of CJJ/T 52 in.
7.2.9 Composting should also meet the CJ/T 3059 and the "waste composting project construction standards," the relevant requirements.
7.3 Anaerobic Digestion
7.3.1 The anaerobic digestion process shown in Figure 2.
Organic solid
Body wastes
Pretreatment
system
After-treatment
system
Composting fermentation product identification system receives the storage system
Odor odor
Leachate Leachate
Organic solid
Body wastes
Pretreatment
system
Biogas Storage
Utilization system
Anaerobic digestion biogas reactor net
System
Receiving identification
Storage systems
Biogas slurry residue leachate
Stink
Figure 2 anaerobic digestion process flow diagram
7.3.2 Solid waste anaerobic digestion by anaerobic digestion temperature into room temperature digestion, mesophilic digestion and thermophilic digestion. Press digest solid
The concentration of solid waste can be divided into low and high solids anaerobic digestion anaerobic digestion.
7.3.3 Solid waste anaerobic digestion technology, mainly...
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