This document provides an executive summary of the proposed Central Secretariat-Badarpur Metro Corridor project in Delhi, India. It discusses the project description including the 20.16km alignment and 16 stations. It also summarizes the environmental baseline data collection, potential negative impacts during construction and operation such as loss of trees and risk of accidents, and proposed mitigation measures. Positive impacts include reduced traffic, fuel consumption, and air pollution. An environmental management plan is outlined to minimize impacts through training, monitoring of air, noise, and vibration, and implementation of measures for soil disposal, resettlement, and health and safety.
Delhi metro rail corporation secondary researchSunil Dayma
Being the capital city of India, it does not come as a shock that New Delhi is the most populated city in India in term of people and vehicles. The population of Delhi and vehicles on road are ever increasing leading to problems like traffic, pollution and high fuel consumption.
Considering all this ―THE DELHI METRO comes as a huge relief for the people of Delhi.
The Benkelman beam is the simplest and the oldest deflection
test device, developed in the United States in the mid-1950s. Its used to measure the structural capacity of a flexible pavement.
* DOWNLOAD AND PLAY IT IN MICROSOFT POWERPOINT CAUSE IT CONTAINS ANIMATION AND CAN'T WATCH WITHOUT IT *
Stations and Yards of Railway powerpoint presentation in Transport Engineering.
Rail rapid transit system, its advantage along with the case study of very successful Delhi metro (india) is presented here. the presentation is purely for educational purposes.
Delhi metro rail corporation secondary researchSunil Dayma
Being the capital city of India, it does not come as a shock that New Delhi is the most populated city in India in term of people and vehicles. The population of Delhi and vehicles on road are ever increasing leading to problems like traffic, pollution and high fuel consumption.
Considering all this ―THE DELHI METRO comes as a huge relief for the people of Delhi.
The Benkelman beam is the simplest and the oldest deflection
test device, developed in the United States in the mid-1950s. Its used to measure the structural capacity of a flexible pavement.
* DOWNLOAD AND PLAY IT IN MICROSOFT POWERPOINT CAUSE IT CONTAINS ANIMATION AND CAN'T WATCH WITHOUT IT *
Stations and Yards of Railway powerpoint presentation in Transport Engineering.
Rail rapid transit system, its advantage along with the case study of very successful Delhi metro (india) is presented here. the presentation is purely for educational purposes.
This presentation talks about the process of Traffic & Transportation surveys, the bases of delineating Traffic Analysis Zones and the various surveys required to be carried out to understand the traffic behavior of the city.
Our project is the complete study about both Spot speed studies and Speed delay time survey. This topic is a part of Transportation Engineering. This report helps you to understand this topic in detail. This report will also help you to make project on associated topics in traffic engineering. In spot speed, We discussed regarding various methods available to perform the test, Our team practically performed test and established a speed limit zone near a school. Coming to speed delay time survey, we conducted a survey at a selected stretch and came out with solutions to the problems faced by the vehicle users using that stretch.
Origin and Destination ( O-D) Study. defined all types very well with advantages and disadvantages. Introduction of OD, Objective of OD Study
Information required for OD
OD Survey Types
Methodology
Road Side Interview Method
License Plate Method
Tag on Car method
Home Interview method
postal method
online survey method
commercial and public vehilce method survey
OD MATRIX
Desire line diagram and Flow Line diagram
Conclusion and Reference.
This presentation talks about the process of Traffic & Transportation surveys, the bases of delineating Traffic Analysis Zones and the various surveys required to be carried out to understand the traffic behavior of the city.
Our project is the complete study about both Spot speed studies and Speed delay time survey. This topic is a part of Transportation Engineering. This report helps you to understand this topic in detail. This report will also help you to make project on associated topics in traffic engineering. In spot speed, We discussed regarding various methods available to perform the test, Our team practically performed test and established a speed limit zone near a school. Coming to speed delay time survey, we conducted a survey at a selected stretch and came out with solutions to the problems faced by the vehicle users using that stretch.
Origin and Destination ( O-D) Study. defined all types very well with advantages and disadvantages. Introduction of OD, Objective of OD Study
Information required for OD
OD Survey Types
Methodology
Road Side Interview Method
License Plate Method
Tag on Car method
Home Interview method
postal method
online survey method
commercial and public vehilce method survey
OD MATRIX
Desire line diagram and Flow Line diagram
Conclusion and Reference.
This article presents a design appraisal for the construction of a water off-take channel following Construction
Design and Management regulations (CDM). Furthermore, a case study to pump water from River Tay near the
village of Luncarty requires the construction of a water off-take channel (abstraction channel). An initial section plan of water abstraction scheme has been conducted. The design will be reviewed by taking into consideration the main concerns regarding Health and Safety concerning Construction Design and Management Regulations (CDM) 2007 and its amendments in 2015. Mostly, the greatest attention will be given to the construction stage of the project where these concerns will be questioned in terms if they can be catered for in designing the water take-off channel.
Guidelines for Planning and Construction of Roads in cyclone Prone AreasPhani Mohan K
National Disaster Management Authority approached CSIR- CRRI to prepare the ‘Guidelines for Planning and Construction of Roads in Cyclone Prone Areas’.
This task was jointly undertaken by a team from Geotechnical Engg Division and Bridges and Structures Division of CSIR-CRRI.
A new soil tunnelling machine with waterjet technologyPatricia Faria
Atualmente, a hidrodemolição com jato d’água é uma tecnologia bem estabelecida na construção civil, especialmente para remoção de concreto. No entanto, o uso desta tecnologia em construções subterrâneas é ainda pouco explorado. Comparado com ferramentas de escavação convencionais (baseadas em atrito, fratura e desgaste), a hidrodemolição tem características vantajosas de maior relação potência-peso etaxas de avanço e causandomenor desgaste das partes mecânicas. Todas essas vantagens podem ter impactos significativos na concepção de uma nova geração de máquinas de perfuração de túneis, com menor custo e maior eficiência. Outra possibilidade é o do desenvolvimento de um projeto incremental de baixo custo, como um método parcialmente mecanizado com um escudo protetor e remoção do solo por meios manuais. O presente artigo descreve um método semi-mecanizadoinovador de escavação de túneis em solo que utiliza a tecnologia de jato d'água de alta pressão. Basicamente, o equipamento proposto compreende um escudo cilíndrico, com um sistema móvel de bicos de jato d’água e elementos de drenagem
Environmental Impact Assessment (EIA)
Environmental Impact Assessment (EIA) is a systematic and integrative process for considering possible impacts prior to a decision being taken on whether or not a proposal should be given approval to proceed. (Wood 2003)
Evaluating Interface Properties and Predicting Landfill Liner Stability Under...MrEddyAsyrafSyed
Predicting landfill stability and maintaining stable configuration during filling is responsibility of engineers. Majority of failures occurs within waste mass and along landfill liners. This paper will discuss the methods adopted to predict landfill liner stability in terms of interface performances. Interfaces shear strength parameter evaluation for landfill liner systems have been a tedious testing process.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
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Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
2. EXECUTIVE SUMMARY
Policy, Legal & Administrative Framework
The proposed Corridor, Central Secretariat – Badarpur was
proposed by DMRC to be part of 2nd Phase on the instance of
Sports Authority of India, and Delhi Police.
The proposed project would be governed by various Acts,
Rules and regulations set by the Ministry of Environment and
Forests (MoEF) at the Central level and other regulatory agencies
at the State and local level.
3. Project Description
The Metro corridor line from Central Secretariat to Badarpur
Border is 20.16km with the following stations namely (1) Central
Secretariat (2) Khan Market (3) J.L.N Stadium, (4) Jangpura (5) Lajpat
Nagar, (6) Mool Chand, (7) East of Kailash, (8) Nehru Place (9) Kalkaji
Mandir, (10)Govindpuri, (11) Okhla, (12) Jasola, (13)Sarita Vihar, (14)
Mohan Estate, (15) Tughlakabad and(16)Badarpur.
Central Secretariat is an interchange station, which is a
connecting Central Secretariat- Vishwavidyalaya (Already
operational) section in the north and Central Secretariat- Qutab Minar-
Arjangarh- Gurgaon in the south with the proposed corridor .
4. Environmental Baseline Data
The baseline environmental status is established by determining the baseline
levels of significant environmental parameters, which could be affected by the
implementation of the project.
the baseline data include establishing the present status of physico -chemical,
biological and socio - economic aspects of the study area relevant to the
proposed construction of metro corridor between Central Secretariat and
Badarpur. Accordingly, following important parameters were identified for the
detailed baseline data collection through field studies:
· Air Environment
· Noise Environment
· Water Environment
· Soil Environment
· Green Cover Survey
· Socio – Economic component
· Land – use pattern along the proposed corridors
5. NEGATIVEENVIRONMENTALIMPACTS
The primary function of an environmental impact assessment study is
to predict and quantify the magnitude of impacts, evaluate and assess
the importance of the identified changes and formulate plans to
monitor and mitigate the actual changes.
Environmental impacts could be positive or negative, direct or indirect,
local, regional or global, reversible or irreversible.
Some of the negative impacts associated with the metro
rail project have been summarized below under the following headings:
· Impacts due to project location,
· Impacts due to construction works, and
· Impacts due to project operation.
6. IMPACTS DUE TO PROJECT
LOCATION
a) Change of Land use
The alignment is mostly elevated. Both the land requirement and change
of land use is minimum. The development on the study area will not
bring any significant changes in the land use pattern, since the new
proposed depot is planned in mostly vacant area. The development
ofstation buildings will not have any significant impact on the land use
ifuture; however, it will enhance the aesthetics due to development of a
modern building and surrounding horticulture. The change in land use
is estimated to be 54.36 Hect. (includes both government and private
land)
b) Loss of Trees
Total loss of Trees (Nos.) 4401
Average cost of one tree (Rs.) 700
TOTAL LOSS (RS. LAKHS) 30.80 LAKHS
7. c) Loss of Historical and Cultural Monuments
No historical/cultural monuments will be affected as a result of the
proposed development of project.
d) Socio-Economic Impacts
Land required for construction of the project is around 54 Ha. It does
involve acquisition of both government and private land, and also
involves social issues such as resettlement and rehabilitation of 589
families.
e) Utilities / Drainage Problem
The alignment is mostly planned to run through the urban area,
underground and above ground. The alignment will cross drains/nalas
large number of sub-surface, surface and utility services, viz. sewer,
water mains, storm water drains, telephone cables, overhead electrical
transmission lines, electric pipes, traffic signals etc. These utilities/
services are essential and have to be maintained in working order during
different stages of construction by temporary/permanent diversions or
by supporting in position. In addition, cross drainage works such as
bridges, culverts etc. will be required.
8. f) Risk due to Earthquakes
The project area falls under seismic zone IV as per the Seismic Zoning Map
of India (IS 1893, Part-I, 2002). Necessary seismic factors suggested by
Indian Meteorology Department (IMD) shall be incorporated suitably
while designing the structures to safeguard against earthquake risks.
9. IMPACTSDUETOPROJECTCONSTRUCTION
a) Soil Erosion at Construction Site
The total quantity of earthwork in excavation would be about 9,75,000
cum
Run off from unprotected excavated areas, and underground tunnel
faces can result in excessive soil erosion, especially when the erodability
of soil is high. Exposure of loose soil to rain water will increase turbidity
in the run-off.
b) Health Risk at Construction Site
Health risks include disease hazards due to lack of sanitation facilities
(water supply and human waste disposal) and insect vector disease
hazards of local workers and disease hazards to the local
population.Mitigation measures should include proper water supply,
sanitation, drainage, health care and human waste disposal facilities. In
addition to these, efforts need to be made to avoid water spills, adopt
disease control measures and employment of local labour.
10. .
c) Traffic Diversions and Risk to Existing Buildings During
construction, traffic diversions on roads will be essentially required. As
most of the construction activities will be confined to centre of the road
and most of the roads are double lane, it will be appropriate that the side
lanes may also be utilised for traffic and also for smooth progress of
construction activities. Advance information on communication systems
will be an advantage to users of any particular road.
d) Impact due to Solid Waste Disposal
Problems could arise from dumping of construction spoils (Concrete,
bricks) waste materials (from contractor camps) etc. causing surface
and ground water pollution.
e) Impact on Water Quality
Construction activities may have impact on water bodies due to
disposal of waste. The waste could be due to the spillage of construction
materials, dumping of used water from the stone crusher, oils and
greases, and labour camp.
11. f) Impact on air quality
In such type of projects, air pollution occurs mainly due to fugitive
emissions/dust generation from various construction activities
during construction period and vehicular emission during operation
period. The impacts on air environment, which will be during project
construction phase are briefly discussed below.
During construction phase, SPM is expected to be the main
pollutant associated with the earthwork activities and material
handling.
g) Like air environment, impact on noise is also anticipated
during construction and operation phase of the project cycle. Noise
at a construction site varies relative to the particular operation in
progress .Operation can be divided into five consecutive phases;
1. Ground Clearing
2. Excavation
3. Foundation
4. Erection
5. Finishing
12. IMPACTS DUE TO PROJECT
OPERATION
a) Oil Pollution
Oil spillage during change of lubricants, cleaning and repair processes,
in the maintenance of rolling stock, is very common. The spilled oil
should be trapped in grit chamber for settling of suspended matter.
b) Noise
The main sources of noise are traction motors, cooling fans, wheel-rail
interaction, electric generator and miscellaneous noise from rolling
stock.
13. c) Accidental Hazards
In view of the hazards potential involved due to failure of system and
accident the on-site and off- site emergency measures have been formulated
and will be implemented.
d) Water Supply
Public Health facilities such as water supply, sanitation and toilets are very
much needed at the stations; CPHEEO has recommended 45 litres per day,
water supply to persons working at stations.
S.NO
.
ITEM TOTAL(
cubic
m)
DAILY(cub
ic m)
1. Personal use 0.9 0.9
2. Make up water for fire
fighting
108.00 10.80
3. Washing of platform 6.75 6.75
4. For AC/ Ventilation 1.50 1.50
5. Wastage 11.71 1.99
total 128.86 21.94
14. e) Railway Station Refuse
The refuse from railway station includes; Garbage, Rubbish, and Floor
Sweepings. The collection and removal of refuse in a sanitary manner
from the Station is of importance for effective vector control, aesthetic
improvement, and nuisance and pollution abatement.
15. POSITIVE ENVIRONMENTAL IMPACTS
some of the positive benefits expected from the proposed metro
corridors have been given below:
(i) Reduced travel time resulting in increased accessibility
(ii) Safe and comfortable mode of transportation
(iii) Reduced traffic resulting in reduced congestion on roads due to the
probable shifting of significant proportion of private vehicles to the
metro
(iv) Reduced fuel consumption from the transport sector resulting in
precious foreign exchange
(v) Reduction in vehicular emission loads resulting in improved air quality
of the region
(vi) Reduction in road accidents resulting in reduced death and injury
during road accidents
(vii) Increased job/employment opportunities (direct and indirect both)
(viii) Sense of pride to the city and country having a world-class facility
17. S.N
O
PARAMETER NO
IMPACT
NEGATIVE
IMPACT
POSITI
V
IMPAC
T
1. Rehabilitation and Resettlement *
2. Change of land use *
3. Impact on Historical/Cultural
Monuments
*
4. Drainage and utilities problems *
5. Loss of Trees *
6. Risk Due to EarthQuakes *
7. Soil Erosion pollution and health
risk at construction site
*
8. Traffic diversion and risk to existing
buildings
*
9. Soil disposal problem *
CHECKLIST OF IMPACTS
18. S.NO PARAMETER NO NEGATIVE POSITIVE
10. EMPLOYMENT
OPPORTUNITIES
*
11 OIL POLLUTION *
12 NOISE AND VIBRATION *
13 WATER DEMANDS *
14 BENEFITS TO ECONOMY *
15 QUICK SERVICE AND SAFETY *
16 LESS FUEL CONSUMPTION *
17 LESS AIR POLLUTION *
18 CARBON DIOXIDE
REDUCTION
*
19 REDUCTION IN BUSES
NUMBER
*
20 REDUCTION IN TRAFFIC
CONGESTION
*
19. ENVIRONMENTALMANAGEMENTPLAN
The proposed Central Secretariat-Badarpur Metro Corridor will provide
quick service and safety, traffic congestion reduction, less fuel
consumption, employment opportunity, and less air pollution on one
hand and problems of Rehabilitation and Resettlement (R&R), soil
disposal, etc. on other hand.
The environmental issues likely to develop during project construction
and operation phases could be minimized by making necessary
provision in the project design and adopting Environmental
Management Plan (EMP).
20. ImplementationofEnvironmentalManagementPlan A common problem encountered during implementation of
environmental management plans of suchprojects is lack of
environmental awareness among engineers and managers concerned
with day to day construction activities, which can be solved through
regular environmental training.
The major concern during the construction stage is that the
contractors, due to lack of enforcement, would not practice good
housekeeping, may intend to get unauthorized use of the easily available
natural resources and other available infrastructure like roads and
water resources. This would result in degradation of ambient air quality,
water resources and land environment around the construction sites
and workers camp .
21. MITIGATION MEASURES
The main aim of mitigation measures is to protect and enhance the
existing environment of the project. These measures should have
positive effects on environment. Some of these have been described in
the following section which includes measures for:
a) Compensation for Loss of Land,
b) Compensation for Loss of Trees,
c) Compensatory Afforestation and Fencing,
d) Compensation for Relocation/Resettlement,
e) Water Supply and Sanitation,
f) Oil Pollution Control,
g) Noise Control,
h) Vibration Control,
i) Soil Disposal,
j) Rain Water Harvesting at Construction Depot Site,
k) Green Belt Development, and
l) Occupational Health Hazards and Control
22. ENVIRONMENTAL MONITORING PLAN
Environmental monitoring programme is a vital process of any
management plan of the development project.
The main objectives of environmental monitoring are:
- to assess the changes in environmental conditions,
- to monitor the effective implementation of mitigation measures,
- to warn significant deteriorations in environmental quality for further
prevention action.
In order to meet the above objectives the following parameters need to
be
monitored:
- Rehabilitation and Resettlement Programme,
- Afforestation,
- Water Quality and Public Health,
- Air and Noise Quality and
- Soil Conservation Measures.
23. SUMMARY OF ENVIRONMENTAL MONITORING PROGRAMME
S.NO. ITEM PARAMETERS FREQUENCY LOCATION
DURING PROJECT CONSTRUCTION PHASE
1. SOIL
QUALITY
Heavy Metals:
Arsenic,
Cadmium,Chromiu
m, Lead and
Mercury,
Once before
excavation for
underground
section
One sample at
each u/g
station
location
2 NOISE
QUALITY
Leq, Lmax, L10, L90 As per DMRC
Environmental
Manual
As per DMRC
Environmenta
l
Manual
3 VIBRATI
ON
Ppv/dB 24 hour sample,during
construction
activities that are prone
to cause vibration
Sensitive
receptors(soci
ally important
places like
hospitals,
schools,
24. NO. ITEM PARAMETER FREQUENCY LOCATION
DURING PROJECT OPERATION PHASE
4 Treated
Effluent from
STP/ETP
pH, BOD, COD,
TSS, Oil and
Grease
Once every three
months
Before and
after
treatment
from STP/ETP
5 Noise Quality Leq, Lmax, L10, L90 24 hour sample,
Once a year
Sensitive
receptors
6 Vibration Ppv/dB 24 hour sample,
twice a year for
next three years
Sensitive
receptors
7 Air Quality SPM, RPM Two samples of 24
hrs each, once in a
month.
Depot Site/
every 5km
(Total
5 locations)