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Basic data Standard ID | HJ 453-2018 (HJ453-2018) | Description (Translated English) | Technical guidelines for environmental impact assessment - Urban rail transit | Sector / Industry | Environmental Protection Industry Standard | Classification of Chinese Standard | Z05 | Word Count Estimation | 44,422 | Issuing agency(ies) | Ministry of Ecology and Environment |
HJ 453-2018: Technical guidelines for environmental impact assessment - Urban rail transit---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 environmental impact assessment - Urban rail transit
National Environmental Protection Standard of the People's Republic
Replace HJ 453-2008
Technical guidelines for environmental impact assessment
Urban rail transit
Technical guidelines for environmental impact assessment
-Urban rail transit
Ministry of Ecology and Environment
Published on.2018-10-09
2019-03-01 Implementation
release
Content
Foreword.ii
1 Scope.1
2 Normative references.1
3 Terms and Definitions 2
4 General 5
5 Construction project engineering overview and analysis 8
6 Environmental Status Survey and Evaluation..9
7 Environmental Impact Analysis and Evaluation during Construction Period 10
8 Environmental Impact Prediction and Evaluation during Operation Period 11
9 Environmental protection measures and feasibility studies..15
10 Environmental Impact Economic Profit and Loss Analysis 17
11 Environmental Management and Monitoring Plan..17
12 Evaluation conclusions 17
Appendix A (Normative Appendix) Basic Drawing Requirements 18
Appendix B (informative appendix) Noise and vibration source strength on-site measured analogy method.19
Appendix C (informative appendix) Acoustic environmental impact prediction method 23
Appendix D (informative) Vibration Environmental Impact Prediction Method..30
Appendix E (informative) Composite regression method for vibration distance attenuation parameters a, b, c 35
Appendix F (informative) Report Form Requirements 37
Foreword
To implement the Environmental Protection Law of the People's Republic of China, the Environmental Impact Assessment Law of the People's Republic of China and the Construction Project Environment
Protection and Management Regulations, prevention and control of environmental pollution, improvement of environmental quality, and regulation of environmental impact assessment of urban rail transit construction projects,
Develop this standard.
This standard specifies the general principles, work contents, methods and requirements for urban rail transit environmental impact assessment.
This standard is a revision of the Technical Guidelines for Environmental Impact Assessment Urban Rail Transit (HJ 453-2008), mainly revised
The capacity is as follows.
-- Expanded the scope of application of the guidelines;
-- Improve the method for determining the noise and vibration source strength of urban rail transit;
- Adjusted the evaluation range of noise, vibration and indoor secondary structure noise;
- Standardize the amount of noise and vibration evaluation;
- Increased noise control and analysis of acoustic environmental protection targets during train passages;
-- Improved methods for determining noise, vibration, and indoor secondary structure noise environmental impact prediction model parameters;
- Standardize the object of vibration impact assessment of cultural relics;
-- Deleted the electromagnetic interference environmental impact assessment content of radio interference generated by train operation;
- Standardize the technical requirements for pollution prevention measures;
-- Deleted public participation content.
This standard shall be abolished from the date of implementation of the “Technical Guidelines for Environmental Impact Assessment Urban Rail Transit” (HJ 453-2008).
Appendix A of this standard is a normative appendix, and Appendix B to Appendix F are informative appendices.
This standard was formulated by the Ministry of Ecology and Environment.
This standard was drafted. Environmental Engineering Evaluation Center of the Ministry of Environmental Protection, China Railway Science Research Group Co., Ltd., Beijing
Labor Protection Science Research Institute, Shanghai Shentong Metro Group Co., Ltd., Guangzhou Metro Group Co., Ltd.
This standard is approved by the Ministry of Ecology and Environment on October 9,.2018.
This standard has been implemented since March 1,.2019.
This standard is explained by the Ministry of Ecology and Environment.
Technical Guidelines for Environmental Impact Assessment Urban Rail Transit
1 Scope of application
This standard specifies the general principles, work contents, methods and requirements for environmental impact assessment of urban rail transit construction projects.
This standard applies to urban rail transit (including subway, light rail, straddle monorail traffic, modern tram traffic, medium and low speed magnetic
Environmental impact assessment of construction projects.
The environmental impact assessment of construction projects such as urban rapid rail transit and suspended monorail traffic can be referred to.
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 3096 Acoustic Environmental Quality Standard
GB 6722 blasting safety regulations
GB 8702 electromagnetic environment control limit
GB 10070 Urban Area Environmental Vibration Standard
GB 10071 Urban area environmental vibration measurement method
GB 12348 Environmental noise emission standards for industrial enterprises
GB 12523 Environmental noise emission standards for construction site boundaries
GB 50011 seismic design code for buildings
GB 50157 subway design specification
GB 50458 straddle monorail design specification
GB 50490 Urban Rail Transit Technical Specifications
GB/T 5111 Acoustic track locomotive vehicle emission noise measurement
GB/T 17247.1 Acoustic outdoor sound propagation attenuation Part 1. Calculation of atmospheric sound absorption
GB/T 17247.2 Attenuation of acoustic outdoor sound propagation - Part 2. General calculation method
GB/T 33521.1 Ground-induced structural noise and ground-borne vibrations generated by mechanical vibration orbit systems - Part 1. General
GB/T 50269 Ground Dynamic Characteristics Test Specification
GB/T 50452 Ancient building anti-industrial vibration technical specifications
GB/T 51263 Light Rail Traffic Design Standard
HJ 2.1 General Outline of Technical Guidelines for Environmental Impact Assessment of Construction Projects
HJ 2.2 Technical Guidelines for Environmental Impact Assessment Atmospheric Environment
HJ 2.4 Environmental Impact Assessment Technical Guidelines Acoustic Environment
HJ 19 Environmental Impact Assessment Technical Guidelines Ecological Impact
HJ 24 Environmental Impact Assessment Technical Guidelines for Power Transmission and Transformation Engineering
HJ 610 Environmental Impact Assessment Technical Guidelines Groundwater Environment
HJ 681 AC transmission and transformation engineering electromagnetic environment monitoring method (trial)
HJ 884 Guidelines for Strong Sources of Pollution Sources
HJ/T 2.3 Technical Guidelines for Environmental Impact Assessment Surface Water Environment
HJ/T 90 acoustic barrier acoustic design and measurement specification
CJJ/T 262 medium and low speed maglev traffic design specification
JGJ/T 170 Urban Rail Transit Causes Building Vibration and Secondary Radiation Noise Limits and Measurement Methods
3 Terms and definitions
The following terms and definitions apply to this standard.
3.1
Subway metro, underground railway, subway
A rapid, large-capacity, electric-pulsed urban rail transit system built in the city. The train runs on a fully enclosed line.
The route in the central city is basically located in the underground tunnel. The lines outside the central city are usually located on the viaduct or the ground.
The one-way passenger capacity is generally between 30,000 and 70,000. The maximum design speed does not exceed 100 km/h.
3.2
Light rail light rail
A medium-traffic urban rail transit system with independent tracks on a fully enclosed or semi-closed line. In the flat
The intersection uses the signal of “light rail train priority pass”. The lines are generally located on the ground, elevated structures, and some extend underground.
Within the tunnel, the one-way passenger capacity at peak hours is generally between 10,000 and 30,000. The maximum design speed does not exceed 100 km/h.
3.3
Straddle monorail transit
The electric traction train adopts a medium-traffic urban rail transit system in which rubber wheels straddle the track beam of the beam and rail. Vehicle removal
Outside the row of wheels, there are guide wheels and stabilizing wheels on both sides of the bogie, which are clamped on both sides of the rail beam to ensure that the vehicle is safe and stable along the track.
travel. The maximum design speed does not exceed 100 km/h.
3.4
Modern tram transportation
Modern tramcars with new low-floor, steel wheel rails, modular, electric traction, multiple road rights to the ground
A medium- and low-traffic urban rail transit system dominated by lines. The maximum design speed does not exceed 70 km/h.
3.5
Medium and low speed maglev transportation
The medium- and low-speed maglev traffic train is used to realize the urban rail transit system without contact support, guidance and drive. Maximum operating speed
Not more than 120 km/h.
3.6
Metropolitan rapid rail transit
A rapid, large-capacity, long-distance, and electric-pulsed urban rail transit system built within the city's boundaries. The train is fully enclosed
The line runs on the ground, the line is generally on the ground, the elevated structure, and some are underground tunnels. The maximum operating speed is 100~
160 km/h.
3.7
Designed life limit
Under normal maintenance conditions, the minimum time limit for normal use of the project is guaranteed.
3.8
Vehicle vehicle
A single-car running in the train can be programmed on the urban rail transit line. The vehicle can be a powered motor train and an unpowered trailer.
3.9
Train train
Compiled into a complete combination of several urban rail transit vehicles that can carry passengers normally.
3.10
Vehicle base for the vehicle
The vehicle maintenance and logistics support base of the urban rail transit system usually includes a depot, a comprehensive maintenance center, a material warehouse,
Training center and other parts, as well as related living facilities.
3.11
Depot depot
Park the vehicle, as well as undertake the operation management, maintenance and inspection of the vehicle, and undertake the task of repairing or repairing the vehicle.
Basic production unit.
3.12
Parking lot, parking lot, stabling yard
Parking the associated vehicles, as well as the basic production units responsible for the operation management, maintenance and inspection of the vehicles.
3.13
Interior-borne indoor noise, structure-borne indoor noise
Indoor low-frequency noise generated by vibration of buildings along the urban rail transit train, the frequency range is 16~200Hz.
3.14
Unsprung mass
Under the suspension of the vehicle, the wheels, axles, axle boxes, brake discs, gearboxes and axles of each axle of the vehicle supported on the rails
The sum of the mass of the motor is an important factor affecting the dynamic effect of the wheel and rail. Minimizing the unsprung mass is the urban rail transit vehicle.
The first principle of low power design.
3.15
Center line of track
The gauge is divided into the center line (excluding the gauge width).
3.16
See Table 1 for a list of symbols.
Table 1 List of symbols
Serial number meaning unit
1 LAeq,T equivalent continuous A sound level dB(A) at the predicted point during the evaluation period
2 LAeq, Tp equivalent train A sound level dB(A) at the predicted point during the single train passage or wind tunnel and cooling tower operation period
3 LAeq,TR Equivalent continuous A-level dB(A) of train or equipment operation at the predicted point during the evaluation period
4 LAeq,b Background noise equivalent continuous A-level dB(A) at the predicted point during the evaluation period
5 Lp0 noise source strength dB(A) or dB
6 T specified evaluation time s
7 n Train train number passed during the specified evaluation time -
8 teq train equivalent time s
9 Cn train running noise correction dB(A) or dB
10 Cv train running noise speed correction dB
11 Ct line and track structure noise correction dB
12 Cd geometric divergence attenuation dB
13 Cθ train running noise vertical directivity correction dB
14 Ca air absorption attenuation attenuation dB
15 Cg Ground Effect Attenuation dB
16 Cb sound barrier insertion loss dB
17 Ch Building Group Attenuation dB
18 Cf frequency A weighting correction dB
19 v The speed at which the train passes the predicted point is km/h or m/s
20 v0 source strong reference speed km/h
21 l Train length m
22 θ The angle between the line and the predicted point and the horizontal plane (°)
23 α pure sound attenuation coefficient dB/m caused by air absorption
Average ground clearance m of 24 hm propagation path
25 δ sound path difference m
26 f frequency Hz
27 c Sound wave propagation velocity in air m/s
28 bC ' Sound barrier top diffraction attenuation dB
29 Lr Sound pressure level at the sound point after installing the sound barrier
30 Lr0 Sound pressure level at the sound point when the sound barrier is not installed
31 0bC ' at the sound point of the sound source at the top of the diffraction attenuation dB
32 1bC ' After the sound barrier is installed, the diffraction attenuation of the top of the virtual source at the sound point is dB.
33 NRC Noise Barrier Noise Reduction Coefficient -
34 Dm wind tunnel, cooling tower and other sound source equivalent distance m
35 VLZmax Maximum Z-magnitude dB in the train passage
36 VLZ0max Strong vibration source, maximum Z vibration level dB during train passage
37 CVB vibration correction dB
38 CV speed correction dB
39 CW axle weight and unsprung mass correction dB
40 CR wheel and rail condition correction dB
Continued
Serial number meaning unit
41 CT tunnel type correction dB
42 CD distance attenuation correction dB
43 CB Building Type Correction dB
44 CTD driving density correction dB
45 w0 reference axle weight of source vehicle
46 w Predicting the axle weight of the vehicle
47 wu0 source strong vehicle reference unsprung mass t
48 wu Predicting the unsprung mass of the vehicle
49 β soil layer adjustment factor -
50 Lp,i (16~200 Hz) Maximum 1/3 octave sound pressure level (16~200 Hz) dB in building interior space during single train passage
51 LAeq, Tp (16~200 Hz) Maximum equivalent continuous A sound level (16~200 Hz) in the indoor space of a single train passing time period dB(A)
52 LVmid,i
The vertical 1/3 octave vibration speed level of the center of the building's indoor slab during the passage of a single train
(16~200 Hz)
dB
53 σ Sound Radiation Efficiency -
54 T60
Indoor reverberation time S
4 General
4.1 General principles
The urban rail transit environmental impact assessment is a possible environmental impact during the construction, construction and operation of the construction project.
Analyze, predict, and evaluate, and propose countermeasures and measures to prevent, protect, or mitigate adverse effects.
4.2 Evaluation of basic tasks
The basic tasks of urban rail transit environmental impact assessment include. identifying environmental impact factors, determining the level of environmental impact assessment, and
Survey of the current situation of the environment, development of the status quo and evaluation, prediction and evaluation of the impact of the construction project on the environment, according to the shadow
The prediction results are proposed to provide targeted pollution prevention and control measures, and provide a scientific basis for environmental management of construction projects.
4.3 Working procedures
The evaluation work procedure is shown in Figure 1. The evaluation of each environmental element is based on HJ 2.1, HJ 2.4, HJ/T 2.3, HJ 610, HJ 19,
HJ 24 and HJ 2.2 and other relevant regulations are implemented.
Regulations, standards and related
Document research
Engineering and pollution source analysis
Environmental analysis and ring along the route
Environmental protection target survey
Determine the evaluation work level, scope,
Key points and topics
Environmental status survey and evaluation
Prediction and evaluation of environmental impact during construction period and operation period
Environmental protection measures effect analysis and investment estimation to develop environmental management and environmental monitoring plans
Environmental impact assessment conclusion
Launch environmental impact assessment
Complete environmental impact assessment
Preliminary engineering analysis
Environmental impact economic profit and loss analysis
Figure 1 Environmental Impact Assessment Work Procedure for Urban Rail Transit Construction Project
4.4 Basis for evaluation
Should be based on national and local environmental protection laws and regulations, standards, policies, norms, planning environmental impact assessment conclusions and review
Work on the opinions, construction project documents, line network planning, construction planning, urban planning, and approval comments from relevant departments.
4.5 Identification of environmental impact factors
Environmental impact factors should be based on the characteristics of the construction project and the sensitivity of the surrounding environment, as well as national and local environmental protection laws and regulations,
The requirements of the standard are determined and identified separately by construction period and operation period.
4.6 Evaluation factor screening
4.6.1 According to the results of environmental impact factors, combined with environmental functional requirements, environmental protection objectives, evaluation criteria and environmental constraints
Factors are used to screen the evaluation factors of each environmental element.
4.6.2 The pollution source evaluation factor, the environmental quality status assessment factor and the environmental impact prediction factor should be clearly specified.
4.7 Evaluation work level
According to the relevant regulations in HJ 2.4, HJ 610, HJ 19, HJ 24, HJ 2.2, determine the acoustic environment, groundwater environment,
Evaluation level of ecology, electromagnetic environment, and atmospheric environment. The surface water environmental assessment level is implemented in accordance with the third level of HJ/T 2.3. For no need
And the urban rail transit project of the boiler, the atmospheric environmental impact assessment may not be judged by the evaluation work level, only the atmospheric environment
Impact Analysis. The vibration environment evaluation does not classify the evaluation level.
4.8 Evaluation scope and environmental protection objectives
4.8.1 Evaluation scope
The acoustic environment, vibration environment, and atmospheric environment evaluation range are determined according to the requirements of 4.8.2, 4.8.3, and 4.8.4. Surface water environment, land
The evaluation range of the sewage environment, ecology, and electromagnetic environment is determined according to the relevant regulations in HJ/T 2.3, HJ 610, HJ 19, and HJ 24.
4.8.2 Range of acoustic environment assessment
a) Sound environment evaluation range of ground line and overhead line. subway, light rail (including test line, access line, entrance and exit line)
150 m from both sides of the line center line; straddle monorail traffic, modern tram traffic and medium and low speed maglev traffic
Generally, it is 50 m from both sides of the center line of the line; the depot, parking lot and vehicle base are generally 50 m outside the factory boundary.
b) Underground line. The cooling tower evaluation range is 50 m around the cooling tower sound source; the wind pavilion evaluation range is 30 m around the wind pavilion sound source.
c) The main substation evaluation range is 30 m outside the plant boundary.
d) The scope of the evaluation may be appropriately reduced or expanded according to the actual conditions of the construction project and environmental impact.
4.8.3 Vibration Environmental Assessment Range
a) Vibration environment evaluation scope of subway and light rail. underground line and ground line are generally 50 m from both sides of the line center line; overhead line
Generally 10 m from both sides of the center line of the line. Indoor secondary structure noise impact evaluation scope of subway and light rail. underground line one
It is generally 50 m from both sides of the center line of the line. When necessary, the scope of vibration environmental assessment, indoor secondary structure noise impact evaluation
The surrounding area can be appropriately reduced or expanded according to the actual conditions of the construction project and environmental impact (for example. the subway underground line flat circle)
The indoor secondary structure noise evaluation range with a curve radius of ≤500 m or rock and hard soil conditions is extended to the line.
60 m on both sides of the heart line.
b) Vibration impact assessment of non-movable cultural relics in the cultural relics protection unit. generally the centerline of the underground and ground line
60 m on both sides. The scope of the evaluation can be based on the characteristics of the construction project, the characteristics of the immovable cultural relics in the cultural relics protection unit, and the ring.
The actual situation of the impact of the environment is appropriately narrowed or expanded.
c) straddle monorail traffic, modern tram traffic, medium and low speed maglev traffic without vibration and indoor secondary structure noise
Evaluation.
4.8.4 Scope of atmospheric environmental assessment
a) The area within.200 m of the new boiler room, such as the vehicle base, depot, and parking lot.
b) Area within 30 m of the underground station exhaust duct.
4.8.5 Environmental Protection Objectives
According to the relevant provisions of HJ 2.1, HJ 2.4, HJ/T 2.3, HJ 610, HJ 19, HJ 24 and HJ 2.2, according to environmental factors
List the environmental protection targets within the scope of evaluation, and list the characteristics, scale and spatial location of the environmental protection objectives.
Department and so on. The investigation of vibration environmental protection objectives is carried out in accordance with the requirements of 6.2.1. Give a distribution map of environmental protection objectives along the project.
4.9 Determination of evaluation criteria
Determine the environmental protection standards implemented by each evaluation factor and explain the basis for the adoption of the standard.
4.10 Comparison of the environment of the construction plan
When there are multiple construction plans for a construction project, when environmentally sensitive areas or environmental impacts are significant, emphasis should be placed on environmental constraints and the environment.
The degree of influence and other aspects of the construction program environment comparison, clear recommendations.
5 Construction project engineering overview and analysis
5.1 Overview of the construction project
5.1.1 Project location, scale and main technical standards
Including the name, location, project scope, construction nature, geographical location and route direction of the construction project, route laying method, and item
The scale of the project, the main technical standards, the design year and passenger flow, the organization and management of driving operations, the number of major projects, and engineering investment.
5.1.2 Project composition and main project content
Including line engineering, rail engineering, stations, tunnels and underground structures, elevated structural engineering, subgrade engineering, vehicle bases,
Depots, parking lots, operation control centers, power supply, communication signals, ventilation and air conditioning heating, water supply and drainage.
5.1.3 Construction organization and planning
Including land acquisition, demolition and construction scope of stations, sections and temporary works, station and section construction methods, construction techniques, engineering defense
Water, large temporary projects and construction sites, earth and stone works, construction schedules and construction schedules.
5.1.4 Reconstruction and expansion project
The reconstruction and expansion project also needs to analyze the relationship with the existing project, and the content, scale, pollutant discharge and compliance of the existing project,
Existing environmental protection measures and effects, existing environmental protection problems, proposed rectification plans, and changes after expansion and expansion
Line analysis.
5.2 Analysis of the connection with planning enviro...
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