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HJ 575-2010: Technical specifications for brewing industry wastewater treatment
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Technical specifications for brewing industry wastewater treatment
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HJ 575-2010
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Basic data | Standard ID | HJ 575-2010 (HJ575-2010) | | Description (Translated English) | Technical specifications for brewing industry wastewater treatment | | Sector / Industry | Environmental Protection Industry Standard | | Classification of Chinese Standard | Z63 | | Word Count Estimation | 26,256 | | Date of Issue | 2010-10-12 | | Date of Implementation | 2011-01-01 | | Quoted Standard | GB/T 12801; HJ 493-2009; GB 14554; GB 50011; GB 50014; GB 50015; GB 50016; GB 50040; GB 50046; GB 50052; GB 50053; GB 50054; GB 50057; GB 50069; GB 50194; GB 50222; GB/T 18883; GB/T 18920; GBJ 19; GBJ 22; GBJ 87; GBZ 1; CJJ 31-1989; CJJ 60; HJ/T 91; HJ/T 242; HJ/T 245; HJ/T 246; HJ/T 247; HJ/T 250; HJ/T 251; HJ/T 252; HJ/T 259; HJ/T 260; HJ/T 262; HJ/T 263; HJ/T 277; HJ/T 278; HJ/T 279; HJ/T 280; HJ/T 281; HJ/T 283; HJ/T 335; HJ/T 336; HJ/T 369; NY/T 1220.1; NY/T 1220.2; GB 3836.1; GB 3836.2; GB 3836.3; GB 3836.4; GB 3836.5; GB 3836.6; GB 3836.7; GB 3836.8; GB 3836.9; GB 3836.10; GB 3836.11; GB 3836.12; GB 3836.13; GB 3836.14; GB 3836.15; GB 3836.16; GB 3836.1 | | Regulation (derived from) | Department of Environmental Protection Notice No. 73 of 2010 | | Issuing agency(ies) | Ministry of Ecology and Environment | | Summary | This standard specifies the brewing industry, the pollution load of wastewater treatment works, general requirements, process design, design parameters and technical requirements, process equipment and materials, testing and process control, structures and ancillary works, labor safety and occupational health, construction and acceptance, operation and maintenance and other technical requirements. This standard applies to the brewing industry wastewater treatment project construction environmental management of the entire process can be used as project environmental impact assessment, project feasibility studies, design, construction, completion, acceptance and environmental protection facilities to run after the completion of the technical basis for environmental management. | HJ 575-2010: Technical specifications for brewing industry wastewater treatment---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 specifications for brewing industry wastewater treatment
National Environmental Protection Standard of the People's Republic
Technical specification for brewing industrial wastewater treatment engineering
Released on.2010-10-12
2011-01-01 Implementation
Ministry of Environmental Protection released
Ministry of Environmental Protection
announcement
No. 73 of.2010
To implement the "Environmental Protection Law of the People's Republic of China" and the "Water Pollution Prevention and Control Law of the People's Republic of China"
Designed and operated, the six standards, such as the Technical Specifications for Brewing Industrial Wastewater Treatment, are now approved as national environmental protection standards and issued.
The standard name and number are as follows.
2. Technical specification for wastewater treatment engineering of anaerobic-anoxic-aerobic activated sludge process (HJ 576-2010)
3. Technical specification for sequencing batch activated sludge treatment wastewater treatment (HJ 577-2010)
4. Technical specification for wastewater treatment engineering of oxidation ditch activated sludge process (HJ 578-2010)
V. Membrane separation method technical specification for sewage treatment engineering (HJ 579-2010)
6. Technical Specifications for Oily Wastewater Treatment Engineering (HJ 580-2010)
The above standards have been implemented since January 1,.2011 and published by the China Environmental Science Press. The standard content can be found on the website of the Ministry of Environmental Protection.
Special announcement.
October 12,.2010
Content
Foreword..iv
1 Scope..1
2 Normative references..1
3 Terms and definitions. 2
4 pollution load..3
5 General requirements..5
6 Process Design..6
7 Engineering design parameters and technical requirements..13
8 Main process equipment and materials.16
9 Detection and process control 17
10 Structures and auxiliary works 17
11 Labor Safety and Occupational Health..18
12 Construction and acceptance 18
13 Operation and maintenance 20
Iv
Foreword
In order to implement the "Environmental Protection Law of the People's Republic of China" and the "Water Pollution Control Law of the People's Republic of China" to prevent brewing industrial wastewater
Dyeing, standardizing the construction and operation management of brewing industrial wastewater treatment engineering facilities, preventing environmental pollution, protecting the environment and human health, and developing this standard
quasi.
This standard specifies the technical requirements for brewing industrial wastewater treatment projects.
This standard was formulated by the Science and Technology Standards Department of the Ministry of Environmental Protection.
This standard was drafted. China Environmental Protection Industry Association (Water Pollution Control Committee), Tianjin Environmental Protection Research Institute, North
Beijing Municipal Environmental Protection Science Research Institute.
This standard was approved by the Ministry of Environmental Protection on October 12,.2010.
This standard has been implemented since January 1,.2011.
This standard is explained by the Ministry of Environmental Protection.
Technical specification for brewing industrial wastewater treatment engineering
1 Scope of application
This standard specifies the pollution load, overall requirements, process design, design parameters and technical requirements of the brewing industrial wastewater treatment project.
Art equipment and materials, testing and process control, structures and auxiliary engineering, labor safety and occupational hygiene, construction and acceptance, operation and maintenance
And other technical requirements.
This standard is applicable to the environmental management of the whole process of brewing industrial wastewater treatment engineering construction, and can be used as the project environmental impact assessment.
Technical basis for environmental management such as research, design, construction, completion, environmental protection and acceptance, and operation of the facility after completion.
2 Normative references
The contents of this standard refer to the terms in the following documents. For undated references, the valid version applies to this standard.
GB 3836.1～17 Electrical equipment for explosive gas atmosphere
GB 8978 Integrated Wastewater Discharge Standard
GB 12348 industrial enterprise boundary noise standard
GB/T 12801 General requirements for safety and hygiene of production processes
HJ 493-2009 Technical regulations for the preservation and management of water sampling samples
GB 14554 Odor Pollutant Discharge Standard
GB 50011 seismic design code for buildings
GB 50014 Outdoor Drainage Design Code
GB 50015 Building Water Supply and Drainage Design Code
GB 50016 Building Design Fire Code
GB 50040 power machine basic design specification
GB 50046 industrial building anti-corrosion design specification
GB 50052 design specification for power distribution system
GB 50053 10 kV and below substation design specifications
GB 50054 Low Voltage Distribution Design Specification
GB 50057 lightning protection design code for buildings
GB 50069 Water supply and drainage engineering structure design specification
GB 50194 Construction site safety requirements for construction and supply of electricity
GB 50222 Building interior decoration design fire protection specification
GB/T 18883 indoor air quality standard
GB/T 18920 Urban Wastewater Recycling Urban Miscellaneous Water Quality
GB J 19 Industrial enterprises heating, ventilation and air conditioning design specifications
GB J 22 Factory Mine Road Design Code
GB J 87 Industrial Enterprise Boundary Noise Control Design Specification
GBZ 1 industrial enterprise design hygiene standard
CJJ 31-89 Design Standard for Auxiliary Buildings and Auxiliary Equipment of Municipal Wastewater Treatment Plants
CJJ 60 sewage treatment plant operation, maintenance and safety technical regulations
HJ/T 91 Surface Water and Wastewater Monitoring Technical Specifications
HJ/T 242 environmental protection product technical requirements belt press filter for sludge dewatering
HJ/T 245 Environmental Protection Products Technical Requirements Hanging Packing
HJ/T 246 Environmental Protection Products Technical Requirements Suspended Packing
HJ/T 247 Technical requirements for environmental protection products Vertical shaft mechanical surface aerator
HJ/T 250 Environmental Protection Products Technical Requirements Rotary Fine Grille
HJ/T 251 environmental protection product technical requirements Roots blower
HJ/T 252 environmental protection product technical requirements, microporous aerator
HJ/T 259 environmental protection product technical requirements rotary brush aeration device
HJ/T 260 Environmental Protection Product Technical Requirements Blasting Submersible Aerator
HJ/T 262 environmental protection product technical requirements grille decontamination machine
HJ/T 263 Environmental Protection Product Technical Requirements Jet Aerator
HJ/T 277 environmental protection product technical requirements rotary decanter
HJ/T 278 environmental protection product technical requirements single-stage high-speed aeration centrifugal blower
HJ/T 279 environmental protection product technical requirements push flow submersible mixer
HJ/T 280 environmental protection product technical requirements rotary aerator
HJ/T 281 environmental protection product technical requirements diffuser aerator
HJ/T 283 environmental protection product technical requirements chamber filter press and plate and frame filter press
HJ/T 335 environmental protection product technical requirements sludge concentration belt dewatering machine
HJ/T 336 Environmental Protection Product Technical Requirements Submersible Sewage Pump
HJ/T 369 Environmental Protection Product Technical Requirements Dosing Device for Water Treatment
NY/T 1220.1 Technical Specifications for Biogas Engineering Part 1. Process Design
NY/T 1220.2 Technical Specifications for Biogas Engineering - Part 2. Gas Supply Design
“Measures for Completion and Acceptance of Construction Projects (Engineering)” (National Planning Commission Construction [1990] No. 215)
Measures for the Administration of Environmental Protection Completion Acceptance of Construction Projects (Order No. 13 of the State Environmental Protection Administration)
3 Terms and definitions
3.1
Brewing
Refers to the process of making agricultural products into flavored food beverages by fermentation of microorganisms or enzymes.
3.2
Brewing industry
Refers to the industrial industry engaged in the manufacture of beer, liquor, rice wine, wine, alcohol and other wines and vinegar, sauce, soy sauce and other condiments in the food industry.
industry.
3.3
Brewing wastewater
It refers to the production wastewater discharged from the brewing industry, as well as the waste water generated during the comprehensive utilization of solid, semi-solid waste and waste liquid.
Wastewater that has not been mixed with other wastewater discharged from a certain production process of a specific production process in the brewing process is called brewing process wastewater.
(brewing process wastewater).
The mixed wastewater of various types of wastewater discharged during the production of brewed products is called brewing comprehensive wastewater (brewing comprehensive)
Wastewater).
Brewing wastewater can be divided into beer wastewater, liquor wastewater, rice wine wastewater, wine wastewater, alcohol wastewater, etc. according to different brewing products.
And vinegar wastewater, sauce wastewater and soy sauce wastewater.
3.4
Washing wastewater
It refers to the waste water generated when washing containers and pipes of brewing product packaging bottles, saccharification pots, fermenters, etc.
3.5
Bottom pot water
Refers to the bottom of the cooking pot produced by the steaming process in the production of white wine.
4 pollution load
4.1 Wastewater collection
4.1.1 Brewing wastewater should be classified and collected according to the concentration of pollutants according to the principle of “cleaning and diverting, dividing by light and thin”.
4.1.2 Brewing wastewater can be collected according to the provisions of Table 1.
Table 1 Classification requirements for brewing wastewater
High-concentration process wastewater that needs to be collected separately and recycled or pretreated
Can be mixed and collected and processed centrally
Medium and low concentration process wastewater
Beer wheat grain filtrate, waste yeast filtrate, container pipeline, washing wastewater, wheat immersion, container pipeline washing wastewater, cooling, etc.
Liquor bottom water, yellow water, one-time washing water raw material soaking wastewater, container pipeline washing wastewater, condensed water
Rice wine rice water (including rice water), one-time rice water, distiller's grains filtrate, washing bad water, etc.
Washing cloth water, filtered water, rice water, sterilizing water, container pipe washing
Waste water
Wine dregs filtrate, distillation residue, one-time washing tank container washing wastewater, etc.
Alcohol waste sputum, alcohol waste filtrate, primary wash water raw material soaking water, alcohol waste distilled water, alcohol distillation and DDGS evaporating condensate, container pipeline washing wastewater, etc.
Fermentation filtrate such as soy sauce, soaking water in one wash tank water, washing waste water in washing tank and packaging container
Note. The high-concentration process wastewater also includes the filtrate discharged from the distillate residue liquid after solid-liquid separation and comprehensive utilization. After comprehensive utilization or pretreatment, the treated effluent can be mixed into the comprehensive
Waste water.
4.2 Pollution load
4.2.1 The pollution load of the brewing wastewater should be determined as follows.
(1) Wastewater discharge measurement and water quality sampling and testing shall be carried out one by one for each process wastewater discharged from each production process;
(2) Actual measurement and sampling test on the total discharge of wastewater and the quality of wastewater in the total discharge of wastewater from the factory;
(3) Calculate the pollution load of each production process and the total pollution of the total discharge of the plant according to the actual measurement and the data obtained by the test.
load.
4.2.2 Brewing wastewater can also be used to determine the pollution load according to the actual material balance and water balance test.
4.2.3 Brewing wastewater discharge measurement and water quality sampling test shall comply with the requirements of HJ/T 91.
4.2.4 The new brewing wastewater treatment project can be compared with the existing production scale of the same production scale and the same production process brewing plant.
Brewing wastewater pollution load.
4.2.5 When the pollution data cannot be obtained, refer to the data in Table 2 for the value.
Table 2 Pollution load of various brewing wastewater
Product type wastewater type
Unit product
Wastewater production /
(m3/t)
Mass concentration of various pollutants in wastewater
Remarks
pH COD/(mg/L)
BOD5/
(mg/L)
NH3-N/
(mg/L)
TN/
(mg/L)
TP/
(mg/L)
beer
High concentration wastewater 0.2～0.6 4.0～5.0 20 000～
9 000～
- 280~385 5~7
Comprehensive wastewater 4～12 5.0～6.0 1 500～
900～
90～170 125～250 5～8
Liquor
High concentration wastewater 3～6 3.5～4.5 10 000～
6 000~
- 230~
160～700
Comprehensive wastewater 48～63 4.0～6.0 4 300～
2 500~
30～45 80～
20～120
Yellow wine
High concentration wastewater 0.2～0.8 3.5～7.0 9 000～60
000
8 000~
- - -
Comprehensive wastewater 4～14 5.0～7.5 1 500～
1 000~
30~35 - -
wine
High concentration wastewater 0.2～0.4 6.0～6.5 3 000～
2 000~
- - - Brandy and other fruit wine
Comprehensive wastewater 4～10 6.5～7.5 1 700～
2.200
1 000~
10~25 - -
alcohol
High concentration wastewater 7～12 3.0～4.5 70 000～
30 000~
80～250 1 000～
__ molasses as raw material
High concentration wastewater 2～5 3.5～5.0 30 000～
20 000~
- 2 800~
3.200
200 to 500 corn and potato as raw materials
Comprehensive wastewater 18～35 5.0～7.0 14 000～
8 000~
20~36 - -
Soy sauce, sauce,
High concentration wastewater 0.3~1.0 6.0～7.5 3 000～
1 400~
- 300~
60～350 salt 1%～5% color 80～300
Comprehensive wastewater 1.8～2.8 7.0～8.0 250～550 120～300 - 30～150 15～30
Note 1. High-concentration wastewater refers to the mixed wastewater of various high-concentration process wastewaters listed in Table 1.
Note 2. The comprehensive wastewater refers to the mixed wastewater of various medium and low concentration process wastewaters listed in Table 1, and the digestive juice discharged from the high concentration process wastewater after anaerobic pretreatment.
The domestic sewage discharged by the manufacturer itself.
Note 3. The pollutant load data in this table is based on the “First National Pollution Source Survey Industrial Pollution Source Sewage Coefficient Manual” and the actual situation of brewing industry pollutant discharge.
The comprehensive evaluation is given only for reference when the actual test data cannot be obtained before the engineering design.
4.3 Determination of design parameters for water quantity and water quality
4.3.1 Design parameters such as design water quantity and influent water quality should be determined according to the weighted statistical data of pollution load, or analogous to similar plants.
determine.
4.3.2 The effluent quality of brewing integrated wastewater treatment facilities shall be in accordance with the environmental management of the local environmental protection administrative department of the local people's government.
Seek and deal with the discharge of water, choose the appropriate emission standards, such as. GB 8978, relevant local emission standards and pollution emissions from the brewing industry
Standards, etc., and meet the standards.
4.3.3 The technical basis of this standard supports the treatment of brewing wastewater pollution control facilities to meet the requirements of GB 8978 Level 1 (B)
Water quality limit. When the emission requirements are stricter than the provisions of GB 8978, the wastewater treatment process can be adjusted and the treatment unit can be added.
4.3.4 The design water quantity and the design water quality should increase the design margin on the original value of the pollution load. Handling the water quality indicators of the effluent
The operational control value should be less than 10% to 20% of the corresponding emission standard limit.
5 General requirements
5.1 General provisions
5.1.1 In addition to complying with this standard, the design of brewing wastewater treatment engineering should also comply with the relevant national standards and technical specifications.
5.1.2 The solid waste and waste water discharged from the brewing production process, such as distiller's grains, waste yeast, waste diatomaceous earth, are strictly prohibited from being directly mixed into the integrated wastewater treatment facility.
It should be separately used for comprehensive utilization or reduction and harmless treatment.
5.2 Project composition
5.2.1 The project of brewing wastewater treatment plant (station) is mainly composed of wastewater treatment structure (construction) and equipment, auxiliary engineering and supporting facilities.
And so on.
5.2.2 Wastewater treatment structure (construction) and equipment include. pretreatment, anaerobic treatment, aerobic treatment, biogas disposal and utilization, sludge
Management, malodor treatment, emissions and monitoring, wastewater reuse and other units.
5.2.3 Auxiliary works and supporting facilities include. plant (station) area roads, fences, green space projects, independent power supply projects and water supply and drainage projects
Etc.; dedicated laboratories, control rooms, warehouses, repair workshops and other projects and offices, lounges, bathrooms, canteens, bathrooms, etc.
Shi.
5.2.4 The wastewater treatment plant (station) shall be equipped with standardized discharge outlets in accordance with relevant national and local regulations.
5.3 Construction scale
5.3.1 The construction scale of the brewing wastewater treatment project shall be based on the comprehensive wastewater volume (m3/d) treated daily by the treatment facility.
5.3.2 The construction scale of the brewing wastewater treatment project is classified according to the following rules.
-- Daily treatment capacity of small brewing wastewater treatment project < 1 000 m3/d;
-- The daily treatment capacity of the medium-sized brewing wastewater treatment project is 1,000 to 3,000 m3/d;
- The daily treatment capacity of large-scale brewing wastewater treatment project is 3 000 ~ 10 000 m3/d;
-- The daily processing capacity of the extra large brewing wastewater treatment project is ≥10 000 m3/d.
5.3.3 The construction requirements of the brewing wastewater treatment project should be determined according to the construction scale and meet the requirements of Table 3.
Table 3 Requirements for construction of brewing wastewater treatment project
Brewing wastewater treatment
Construction scale
Wastewater treatment project
Structure (building) and equipment
Wastewater treatment engineering
Construction (construction) and equipment factory auxiliary engineering plant support facilities
Small-scale design and construction according to the requirements to choose -
Medium-sized design and construction according to specifications, as needed -
Large-scale design and construction according to specifications, design and construction according to requirements, select according to needs -
Extra large according to the specification design and construction according to the standard design and construction according to the specification design and construction according to needs
Note 1. “Specifications” in this table refer to this standard, CJJ 31-89 and GB 50014.
Note 2. “General structure (construction) and equipment” refers to structures (constructions) other than biological treatment in wastewater treatment structures (construction) and equipment.
5.4 Plant (station) site selection and general layout
5.4.1 The site selection of large and extra large new brewing wastewater treatment projects shall comply with the relevant provisions of GB 50014.
5.4.2 The layout of the project should be reasonably laid out and save land; the elevation design should reduce head loss and reduce the number of upgrades.
5.4.3 The project should be arranged in a double series, and there should be a certain space between the structures and equipment.
5.4.4 The surrounding area of the wastewater treatment plant (station) can be properly greened or set up according to the site conditions.
5.4.5 Facilities requiring fire and explosion protection, such as biogas utilization, should be installed in relatively independent areas, taking into account a certain degree of protection.
6 Process design
6.1 Technical route for brewing wastewater pollution control
6.1.1 Rely on advanced management technology, practical governance technology and comprehensive utilization of resources to achieve full process control.
(1) Implement full-process control, reduce pollution load from the source, control the generation of pollutants and reduce emissions;
(2) It is preferred to adopt a treatment process with high processing efficiency and saving construction investment, and to pursue operating costs, energy consumption, and material consumption;
(3) Ensure that the brewing wastewater treatment facilities are stable, reliable, safe, and easy to operate and maintain;
(4) Ensure that the process flow is complete, without reducing the processing unit, simplifying the engineering design, and defaulting the pollution control project. The engineering design should be
Set up an online monitoring system according to local environmental protection management requirements;
(5) Pay attention to the prevention and control of secondary pollution. The engineering design should consider the pollution prevention and emergency measures for abnormal working conditions such as production accidents.
6.1.2 Implement cleaner production, strengthen water management and emission management of production processes, and reduce wastewater production and emissions.
(1) Strengthen the recycling and process application of low-concentration process wastewater such as cooling water and flushing water;
(2) When flushing tanks, tanks, tanks, jars, bottles and other equipment, containers and pipelines, “small, multiple” flushing methods or countercurrent bleaching should be used.
Washing method
(3) Acidic waste liquid and alkaline waste liquid with high concentration shall be collected and disposed of separately, and no impact discharge shall be formed;
(4) Using the acidity and alkalinity between the acidic process wastewater and the alkaline process wastewater as much as possible to achieve the natural neutralization of the wastewater and to form after mixing
The pH of the integrated wastewater meets the system influent requirements.
6.1.3 Take separate measures for the treatment and treatment of wastewater from organic waste reduction to control the influent water quality of the integrated wastewater treatment system.
(1) Solid and semi-solid contaminants containing a large amount of solid matter (waste, yeast) should be collected and recycled separately;
(2) Process wastewater with high concentration and resource recovery value should be collected separately and preferentially recycled;
(3) Process wastewater with higher concentration but no resource recovery value and exceeding the water inflow requirements of the integrated wastewater centralized treatment system should be collected separately.
Treatment of pollution load reduction should be carried out before mixing into integrated wastewater;
(4) The tail water produced by the recycling treatment, if the concentration of pollutants is still high, should be pre-treated and then mixed into the integrated wastewater for centralized treatment;
(5) Process wastewater that meets the water inflow requirements of the integrated wastewater centralized treatment system should be directly mixed into the integrated wastewater for centralized treatment;
(6) Acidic and alkaline washing water should be used preferentially for pH adjustment of integrated wastewater, or after mixing and mixing into comprehensive wastewater for concentration.
Rational
(7) High-concentration process wastewater with small ...
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