RISK ANALYSIS OF BHARAT PETROLEUM CORPORATION LTD AT BALASORE POL DEPOT SOMNATHPUR , ODISHA
RISK ANALYSIS
OF
BHARAT PETROLEUM CORPORATION LTD
AT
BALASORE POL DEPOT
SOMNATHPUR , ODISHA
Risk Analysis Report of Balasore POL Depot
INDEX
SL NO
CHAPTER
SUBJECT
PAGE No
1 Chapter – 1
Introduction 1-1 to 1-2
2 Chapter -2
Executive summary 2-1 to 2-6
3 Chapter -3
Depot Details 3-1 to 3-14
4 Chapter -4
Process Description 4-1 to 4-1
5 Chapter -5
Risk Analysis 5-1 to 5-6
6 Chapter -6
Hazard Identification
6-1 to 6-2
7 Chapter -7
Maximum Credible Accident Analysis 7-1 to 7-12
8 Chapter -8
Risk Assessment 8-1 to 8-5
9 Chapter -9
Consequence Analysis 9-1 to 9-44
10 Chapter -10
Risk And Failure Probability 10-1 to 10-2
11 Chapter -11
Recommendation & Conclusion 11-1 TO 11-3
Annexure
1 MS Attachment - 1 2 HSD Attachment - 2 3 SKO Attachment – 3 4 ETHANOL Attachment – 4
Risk Analysis Report of Balasore POL Depot
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CHAPTER – I
EXECUTIVE SUMMARY
1.0 INTRODUCTION
Bharat petroleum corporation limited (BPCL) is a fortune 500 oil refining,
exploration and marketing PSU with navratna status. BPCL has multiple refinery
units in Mumbai, Kochi, Numaligarh and Bina. BPCL has also many POL Depots
spread across the country. In order to meet market demands, BPCL now
proposes to expand the storage capacity of the existing POL Depot at Balasore,
Odisha by installing additional Tanks.
The proposed project is for increase in storage capacity and change in Product
mix. The expansion project is for increasing the storage capacity by 5000 KL in
addition to the existing storage capacity of 17321 KL. After expansion, combined
storage capacity of different petroleum products at Balasore POL depot will be
22321 KL. Product mix change comprises of Tank no. 03 used presently for
storage of FO to be converted for storage of HSD, Tank no. 06 presently used for
storage of MS to be converted for storage of SKO and underground tank no T12
presently used for storage of SKO to be converted for storage of MS (Speed)
The depot mainly has facilities for storage & handling of different petroleum
products.
Total land (including the land required for proposed expansion) is under
possession of BPCL. Water requirement is met through bore wells. No additional
water requirement is envisaged for the proposed expansion. Power supply is
taken from the grid,of Odisha State Electricity Board. Power requirement will
remain same after the proposed expansion..
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All the mitigation measures will be in line with the existing practice to meet the
environmental standards and environmental operating conditions for the
expansion project. Fire fighting facilities will be as per the recommendations of
OISD 117.NoR &R issue is involved with this proposed expansion.
Since the proposed expansion is not a major one, it is envisaged to complete the
whole expansion within eight (8) months from the date of obtaining environmental
clearance (EC) for the proposed project. Project cost for the proposed storage
expansion of MS tank is around Rs. 894.77 lakh. and project cost of conversion of
products is 180.58 lakh. Total project cost is 1075.35 lakh.
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CHAPTER – II
EXECUTIVE SUMMARY
2.1 SCOPE OF THE STUDY
The risk assessment has been carried out in line with the requirements of various
statutory bodies:
Identification of potential hazard areas:
Identification of representative failure cases:
Identification of possible initiating events:
Assess the overall damage potential of the identified hazardous events and
the impact zones from the accidental scenarios:
Consequence analysis for all the possible events:
Hazard effect of POL Depot.
2.2 DEPOT LOCATION
Balasore depot is about 12 km away from Balasore Railway Station. The depot is
located at Somnathpur Industrial Estate, P.S Industrial PS, Balasore, Odisha –
756019. The depot is well connected by road through NH 5 and by rail. Balasore
is located within 21029’46” N longitude and 86050’57” E latitude.
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2.3 CLIMATE & METEOROLOGY
(a) Rainfall & Temperature
The climate of the place is extreme. The place is having annual average
rainfall of 1613.6 mm and average temperature in summer is between
43.8° - 33° C and in winter 10.5° - 5.3° C.
However, in summer the maximum temperature goes as high as 45.4°C
during day and in winter minimum temperature may fall down to 3.1°C.
(b) Wind Direction and Wind Velocity
During winter wind flows mainly from East to West. In summer wind flows
mainly from North-East. Speed of the wind varies during day & night and
also there is seasonal variation of wind speed. On the average wind speed
varies from 8KM/Hr. to 20KM/Hr.
Climate data for Balasore
Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year
Record high °C (°F)
33.5
(92.3)
38.1
(100.6)
40.3
(104.5)
42.5
(108.5)
45.4
(113.7)
43.8
(110.8)
40.1
(104.2)
39.5
(103.1)
39.2
(102.6)
38.3
(100.
9)
38.0
(100.
4)
36.2
(97.2)
45.4
(113.7)
Average high °C (°F)
27.0
(80.6)
29.5
(85.1)
33.7
(92.7)
36.0
(96.8)
36.1
(97)
34.2
(93.6)
31.8
(89.2)
31.4
(88.5)
31.7
(89.1)
31.3
(88.3)
29.2
(84.6)
26.9
(80.4)
31.57
(88.83)
Average low °C (°F)
13.9
(57)
16.7
(62.1)
21.0
(69.8)
24.4
(75.9)
26.0
(78.8)
26.2
(79.2)
25.8
(78.4)
25.8
(78.4)
25.5
(77.9)
23.0
(73.4)
17.8
(64)
13.7
(56.7)
21.65
(70.97)
Record low °C (°F)
3.1
(37.6)
8.5
(47.3)
13.4
(56.1)
17.2
(63)
20.0
(68)
22.1
(71.8)
21.8
(71.2)
21.8
(71.2)
21.7
(71.1)
18.4
(65.1)
10.5
(50.9)
5.3
(41.5)
3.1
(37.6)
Average mm (inches)
17.0
(0.669)
36.3
(1.429)
39.4
(1.551)
54.8
(2.157)
108.6
(4.276)
233.4
(9.189)
297.9
(11.72
8)
318.3
(12.53
1)
275.8
(10.85
8)
184.0
(7.24
4)
41.6
(1.63
8)
6.5
(0.256)
1,613.6
(63.526)
Source: India Meteorological Department (1901-2000)
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2.4 DEPOT PROFILE
Gross storage capacity of the Depot is 17321 KL and proposed to be increased to
22321KL. The main Depot facilities comprise of product input through Tank
Wagons and tank lorries.
The main facilities are summarized as under:
Storage Existing 12 No’s tank (Above Ground - 08 & Under
Ground - 04)
Proposed 1 above ground tanks of 5000 KL
TLF Gantry 2x 6 bay gantry with 12 loading points
Wagon unloading facility
– TW gantry.
Available
DG Sets.
3 no’s rating of which are 250 KVA -1
200 KVA -1
125 KVA -1
FIREFIGHTING
FACILITIES
As per OISD 116 & 117
Fire Water Storage. 2 X1527 KL
1 X 858 KL
Fire Water pumps. 2 x 410 m3/hr
Fire Water ump.(Standby
1 x 410 m3/hr
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Jockey Pump 2 x 30 m3/hr
Control panel As per Standard
Storage Tank with active
water protection.
I. Fixed Roof tanks are fitted with sprinkler System
and foam system
II. Floating Roof tanks are provided with Rim seal
protection.
III. Hydrants Monitors are provided at all strategic
point including TLF area, Tank farms, Pump House,
Tank Truck parking area, etc.
Fire extinguishers. As per OISD-117
Hydrants & Monitors. As per OISD-116
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2.5 UTILITIES
WATER REQUIREMENT:-
Required quantity of water for domestic consumption, tank farm washing, fire
fighting etc is met through bore well water.
LAND:-
Land measuring 16.4 acres.are in possession Unused portion of Balasore POL
depot is used for installation of of 1 Nos. additional Tanks.
POWER REQUIREMENT:-
In absence of supply from the power grid, requirement is met through DG sets of
575 KVA capacities.
DG Set : The following generators have been installed for maintaining operation
during power cut.
Capacity (KVA) NOS
250 1
200 1
125 1
The emergency DG have tall stack as specified by CPCB. All the DG sets are
provided with acoustic enclosures.
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2.6 SAFETY MANAGEMENT SYSTEM:-
There are very rare chances of spillage of hazardous materials in ground water,
because this Depot is constructed as per various OISD norms and international
standards. All precautions right from designing stage (various controls) are taken
so as to eliminate the chance of spillage of product. The chances of human error
and accident thereof are rare probability.
2.7 MAN POWER:-
At present total 21 permanent staffs are available for total operation of Balasore
Depot. In addition to that contract workers are also engaged for regular
maintenance and operation of the Depot. Operation of the Depot will be
managed with the exiting staffs after enhancement of capacity..
However, the proposed project has the potential of indirect employment
generation.
Risk Analysis Report of Balasore POL Depot
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CHAPTER – III
DEPOT DETAILS 3.0 INTRODUCTION
Bharat Petroleum Corporation Limited (BPCL) is a fortune 500 oil refining,
exploration and marketing PSU with Navratna status. BPCL has multiple refinery
units in Mumbai, Kochi, Numaligarh and Bina.
Bharat Petroleum’s Mumbai Refinery is one of the most versatile Refineries in
India. With successful implementation of various projects and de-bottlenecking,
our Refineries currently process about 12 Million Metric Tons of crude oil per
annum.
Kochi Refinery, a unit of Bharat Petroleum Corporation Limited, commissioned in
1966 with a capacity of 50,000 barrels per day. Formerly known as Cochin
Refineries Limited and renamed as Kochi Refineries Limited, the refinery was
originally established in collaboration with Phillips Petroleum Corporation, USA.
Today it is a frontline entity as the unit of the Fortune 500 Company.
Numaligarh Refinery Limited is a public sector oil company set up in the year
1993, with its 3 MMT refinery situated in Numaligarh, Assam. The Refinery is one
of the most technologically advanced and environment friendly refineries in the
country. BPCL is the major share holder with 61.65% of the Company’s paid up
equity capital.
Moreover, Bharat Oman Refineries Limited (BORL), a company promoted by
Bharat Petroleum Corporation Limited (BPCL) and Oman Oil Company Limited
(OOCL), has set up a 6 MMTPA grass root refinery at Bina, Madhya Pradesh
along with crude supply system consisting of a Single Point Mooring system
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(SPM), Crude Oil Storage Depot (COT) at Vadinar, District – Jamnagar, Gujrat
and 935 Km long cross country crude pipeline from Vadinar to Bina.
BPCL has also many POL Depots spread across the country. BPCL now
proposes to expand the capacity of the existing POL Depot at Balasore, by adding
one additional tanks.
3.1 DESCRIPTION OF DEPOT FACILITY
Product pipe line system
Tank Wagon Loading / Unloading facility,
Tank Farm
Truck Loading facilities/TW loading facility.
Fire- fighting system including 2 nos. fire water tanks each of 2500m3
capacity
Electrical Depot
Instrumentation
Drinking water and Rain Water Harvesting System.
Building
Utility
3.2 LAND, LOCATION AND LAYOUT
Balasore depot is about 12 km away from Balasore Railway Station. The depot
is located at Somnathpur Industrial Estate, P.S Industrial PS, Balasore, Odisha
– 756019. The depot is well connected by road through NH 5 and by rail.
Balasore is located within 21029’46” N longitude and 86050’57” E latitude.
The layout has been prepared strictly as per prescribed OISD standards and
guidelines. The safety distances are maintained as per the standard
Risk Analysis Report of Balasore POL Depot
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guidelines. The road network is designed in such a way that the movement of
vehicle carrying bulk petroleum products is smooth.
3.3 PROCESS DESCRIPTION AND OPERATING PROCEDURES Following facilities are existing in the Depot.
i) Product are received through BTPN railway wagons
ii) Unloading of different products in their designated tanks through TWD
Pumps
iii) Storage in Tanks
iv) Loading in Tank Trucks through TLF Pumps
The detail process descriptions are discussed below : 3.4 PRODUCT PIPELINE SYSTEMS
3 dedicated pipe lines have been laid between the pumps and the storage
tanks.
Pipelines within the Depot consists of the followings :
1. Pipelines from Unloading pump house to the Tank Farm : There are
dedicated pipelines for individual products.
2. Pipelines from Tanks to Loading pump house : There are dedicated
pipelines for individual products.
Pipelines from Loading pump house to the TLF Gantry. There are dedicated
pipelines for individual products. Tank wise dedicated pipelines have been
provided. The lines connecting the loading arms are of 3”NB Size. The loading
arms and the metering assembly are of 3”NB Size.
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3.5 Receipt
Petroleum products are received through: 1) Tank wagons received is mainly from Numaligarh Refinery
3.6 Petroleum Product Unloading Petroleum products received by BTPN wagons at TW unloading gantry
located outside the Depot premises. Materials are unloaded through pumps
earmarked for each product. 3 dedicated pipe lines for MS, HSD, & SKO have
been laid to receive product from rakes.
TWD PUMP HOUSE MOTOR PUMP
Sl. No. Make KW HP Volts Amps RPM Head Flow Rate Product
MS 1 Crompton Greaves 15 20 415 22 1475 35 100 kl/hr MS
MS 2 Crompton Greaves 15 20 415 22 1475 35 100 kl/hr MS
MS 3 Crompton Greaves 15 20 415 22 1475 35 100 kl/hr MS
SKO 1 Crompton Greaves 30 40 415 51 1450 35 235 kl/hr SKO
SKO 2 Crompton Greaves 30 40 415 51 1450 35 235 kl/hr SKO
HSD 1 Crompton Greaves 37 50 415 63 1450 35 275 kl/hr HSD
HSD 2 Crompton Greaves 37 50 415 63 1450 35 275 kl/hr HSD
HSD 3 Crompton Greaves 37 50 415 63 1450 35 275 kl/hr HSD
FO 1 Crompton Greaves 55 75 415 93 1450 50 125 kl/hr. FO
FO 2 Crompton Greaves 55 75 415 93 1450 50 125 kl/hr FO
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3.7 `TANK FARM:
The POL Depot is provided with storage tanks for Class A, B & C petroleum
products.
Product MS HSD SKO FO ETHANOL
Class A B B B A
The tanks for Class A are floating roof tanks and fixed roof tanks are provided for
Class B & class C products. The design and construction of storage tanks are
according to Indian regulations IS 803 and/or API 650. All tanks are provided with
sprinKLers and foam feeding devices as per the OISD regulations. All the
storage tanks are equipped with automatic level indicators with high / high high
level alarms.
The design of the Depot is according to Indian standards OISD 117,116 and as
per recommendation of Chief Controller of Explosives, Nagpur (CCOE)
Balasore current Storage Product Storage Capacity MS : 1 x 3000 KL, 1X100 KL, 1 x 45 KL = 8145 KL 1 x 5000 KL(Proposed) HSD : 1 x 858 KL, 2 x 3406 KL, 1 x 4700 KL, 1 x 45 KL = 12415 KL SKO : 1 X 858 KL, 1 X 858 KL = 1716 KL Ethanol : 1 x 45 KL = 45 KL ________________________
Total 22321 KL
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TANK CHART DETAILS
Storage of products: The following storage capacities are envisaged:
Sl. No.
Produce Tank No.
Position Total Tankage (KL)
Dimension of tanks (mtr)
Type of tank
1 HSD T2 A/G 3406 17.03 X 15 Cone roof 2 HSD T3 A/G 3406 (Convert
From FO) 17.03 X 15 Cone roof
3 HSD T4 A/G 858 9.0 X 13.5 Cone roof 4 SKO T5 A/G 858 9.0 X 13.5 Cone roof 5 SKO T6 A/G 858 (Convert
from MS) 9.0 X 13.5 Cone roof
6 HSD T7 A/G 4700 20.0 X 15.0 Cone roof 7 MS T8 A/G 3000 20.0 X 11.5 Floating roof 8 MS T9 A/G 5000
(proposed) 24.0 X 12.0 Floating roof
9 MS T10 U/G 100 3.2 X 12.6 Underground 10 HSD T11 U/G 45 2.36 X 10 Underground 11 MS
(speed) T12 U/G 45 (Convert
from SKO) 2.36 X 10 Underground
12 Ethanol T13 U/G 45 2.7 X 8.4 Underground Total 22321 KL
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Truck /Wagon loading facilities
A. TLF Gantry:-
TLF PUMP HOUSE MOTOR PUMP
Sl. No. Make KW HP Volts Amps RPM Head Flow Rate
(m3/hr) Product
MS 1 Crompton Greaves 7.5 10 415 14 2865 35 60 kl/hr
MS
MS 2 Crompton Greaves 7.5 10 415 14 2865 35 60 kl/hr MS
SKO 1 Crompton Greaves 7.5 10 415 14 2865 35 60 kl/hr SKO
SKO 2 Crompton Greaves 7.5 10 415 14 2865 35 60 kl/hr SKO
HSD 1 Crompton Greaves 18.5 25 415 32 1470 36 120 kl/hr
HSD
HSD 2 Crompton Greaves 18.5 25 415 32 1470 36 120 kl/hr
HSD
HSD 3 Crompton Greaves 18.5 25 415 32 1470 36 120 kl/hr
HSD
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3.8 Fire detection and protection system
The fire protection and detection system are in accordance with OISD 117.
Portable fire extinguishers of 10-75 kg are installed on pump stations, tank farms
and buildings, the size depending on the object concerned. Electrical rooms are
protected by Carbon dioxide (CO2) fire extinguishers. Mobile fire fighting vehicles
with foam monitors, hoses, etc.have been provided. Fixed fire fighting monitors
are located at the pump station and truck loading gantries, each with a capacity
of 144 m3/hr. sufficient hydrants are installed in the POL installation, with the
hydrants spaced at a maximum distance of 30m.
The tanks are equipped with fixed cooling water and foam installations and
mobile vehicles and equipment (monitors, hoses, branch pipes, etc.) are
provided to handle field fires.
Table below will show fire water storage tank, fire water pumps,
Fire Water Storage Tank
Sr.No No’s Capacity (KL) 1 2 2X1527
2 1 858
TOTAL 3912
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Fire Water Pump
The salient features of the existing fire fighting system are furnished below:
The existing fire fighting facility will be upgraded during the proposed
expansion of the Balasore Depot. There will be provision of following fire
fighting equipments for the proposed expansion:
o Dry Chemical Powder Extinguisher
o CO2 type Extinguisher
o Mechanical foam type Extinguisher
o Water CO2 type Extinguisher
o Water and sand buckets
o Hose Reel
o PA system
o Hydrant system
o Foam Monitor
o Water monitor
o Fire alarm system
o Foam drum
Sr.No Category No’s Capacity 1
Main Pump ( Engine Driven)
3 410 M3/Hr
1 Stand By 410 M3/Hr
2 Jockey Pump 2 30 M3/Hr
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3.9 Portable Fire Fighting Apparatus
Following types of fire extinguishers and other fire fighting equipments
specified for installation in vulnerable areas of the plant, administrative
block, control room, fire water pump house. MCC etc as per OISD
guidelines.
Following are the available firefighting equipment available in the
installation: Inventory of Fire Fighting Equipments
ITEM DESCRIPTION. Nos. Remarks Fire Water Tanks 2x1527 KL +
1 X 858 KL
Fire Engines 3 x 410 kL/hr Fire Extinguisher -DCP Type-75 kg 7 -DCP Type-50 kg NIL -DCP Type-10 kg 55 -CO2 Type-4.5 kg 11 -CO2 Type-2 kg NIL Dry Chemical Powder (DCP) 180kg spare Foam (AFFF) 14 Foam compound Trolly-250 ltrs NA Foam compound stalls (at vulnerable points) NA Water Sprinkler for MS Tank 1 LPM/3LPM Sand Buckets 22 Double Headed Water Hydrants Single Headed Water Hydrants 26 Water Monitors 14 Fire Hose Reels including spares 72 Fire Hose Boxes 26 Jet Nozzles including Spares 26 Foam cum water Nozzles(FB 10X) NA FB 5X Nozzle NA
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3.10 FIRE ALARM SYSTEM
Conventional type Fire alarm systems are provided in following areas;
a) Truck Loading
b) Tank Farm
c) Office / Admn. Building
d) Sub-Stations
Fog Nozzle 4 Triple Purpose Nozzles (Diffuser) 3 Safety Shoes 27 Safety Helmets 30 Safety Belts 9 Flame Proof Torch 2 Breathing Apparatus 2 Fire Proximity suit, Boot , Helmet, Gloves 2 Water Jel Blanket 2 Electric Siren (3 Km) 2 Electric Siren (1 Km) 2 Electric Siren (2 Km) Hand Operated Siren 4 Public Addressing System 1 First Aid Boxes 4 Stretcher 2 Wind Socks 3 Electrical Gloves 2
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3.11 Source of Signaling The source of signaling is considered as ESD These are considered for the
areas where manual warning is to be initiated on notice of fire. They are mostly
provided for open areas or near to access doors, truck loading, pump house,
tank farm, administrative building, etc.
3.12 Plant Automation System
VHF communication system containing a base station with antenna (1 set) and
number of portable VHF Tran receivers (8 sets) with charger units are provided
for providing communication within the plant premises. The base station is
located in the administrative office. The communication system does not cause
interference to the I & C system and existing communication system in the
vicinity of operational areas. Public address system is at the security room .The
fire water pumps are activated manually. When the fire-water header pressure is
low, the jockey pump maintains the pressure automatically. The foam is sucked
through Venturi system.
3.13 Water Treatment
Waste water is generated due to area cleaning /housekeeping and occasional
tank cleaning operations (Once in five years) at the POL Depot.
Oil contaminated waste water is generated mainly from pump areas, manifolds,
truck loading, etc. only when spillage is washed with water as well as occasional
tank washing. The direct discharge areas i.e. those areas within the POL Depot
where leakage is likely to occur during normal operations is to be provided with
leak-proof curbing. These curbed areas are connected to the Oil-Water
Separator (OWS) system for treatment of oily wastewater generated. Indirect
Risk Analysis Report of Balasore POL Depot
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discharge areas such as dykes, etc. are connected to the OWS. The capacity is
adequate to take care of, the oily waste water to be handled from the facility
during the monsoon season.
The separated oil consisting of a comparatively dry floating layer is removed and
is drained into a common draw –off pipe discharge to the oil pit. This collected oil
is sold to third party for off-site recovery or recycling. Separate storm water
drainage system is provided at the facility. The non-contaminated rain water is
discharged directly to a drain However, particularly during the monsoon; any oil-
contaminated rain water is led to the OWS for treatment prior to discharge.
3.14 SITE ANALYSIS
Connectivity The nearest railway station is Balasore which is about 12 km from the
Project Site. Nearest domestic and international airport is at Bhubaneswar
which is at a distance of about 202 km from Project Site.
Existing Land Use
The project is for installation of four one additional tanks within the existing
premises. hence additional space is not required. Thus, no change in land
use is envisaged.
There is no Reserve Forest, Protected Forest, National Parks and
Sanctuary within the 10km of Project Site.
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Land Ownership The total land is and is under possession of BPCL.
Existing Infrastructure
All infrastructural facilities of the existing Depot will be used for the project.
Risk Analysis Report of Balasore POL Depot
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CHAPTER – IV
PROCESS DESCRIPTION
RECEIVE PETROLEUM PRODUCTS
BY TANK WAGON/
STORE IN ABOVE GROUND
(FIXED & FLOATING ROOF
TANK) UNDER GROUND
LOAD TANK TRUCK FOR DELIVERY,
Risk Analysis Report of Balasore POL Depot
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CHAPTER – V
RISK ANALYSIS 5.1 PREAMBLE
With growth of population, industrialization, urbanization and modernization,
demand of petroleum products, such as MS, HSD, and SKO are increasing at a
very rapid pace. In view of this, the Ministry of Petroleum & Natural Gas has
been encouraging Oil Companies to augment their existing facilities and/or
construct new facilities to bridge the gap between demand and supply.
As the Depot handle various petroleum products which have got potential of fire /
explosion hazard for itself, hence it is necessary to evaluate the Risk due to the
Depot. Accordingly, M/s. Sonar Bharat Environment & Ecology (P) Ltd. (SBEE)
has been retained by M/s. BPCL as consultant to carryout Risk Analysis Study
for the Depot.
5.2 SCOPE OF THE STUDY
The risk assessment has been carried out in line with the requirements of various
statutory bodies:
Identification of potential hazard areas;
Identification of representative failure cases;
Identification of possible initiating events;
Assess the overall damage potential of the identified hazardous events
and the impact zones from the accidental scenarios;
Consequence analysis for all the possible events;
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5.3 Existing Facility The existing capacity of the POL Depot is furnished below.
Product
Storage Capacity Description (KL) Total (KL)
MS 1 x 858 + 1 x 100 + 1 x 3000 3958 HSD 1 x 858 + 1 x 3406 + 1 x 4700 + 1x45 9009 SKO 1 x 858 903 FO 1 x 3406 3406 Ethanol 1 x 45 45
TOTAL 17321
Storages facilities after Expansion .
Sl. No.
Produce Tank No.
Position Total Tankage (KL)
Dimension of tanks (mtr)
Type of tank
1 HSD T2 A/G 3406 17.03 X 15 Cone roof 2 HSD T3 A/G 3406 17.03 X 15 Cone roof 3 HSD T4 A/G 858 9.0 X 13.5 Cone roof 4 SKO T5 A/G 858 9.0 X 13.5 Cone roof 5 SKO T6 A/G 858 9.0 X 13.5 Cone roof 6 HSD T7 A/G 4700 20.0 X 15.0 Cone roof 7 MS T8 A/G 3000 20.0 X 11.5 Floating roof 8 MS T9 A/G 5000
(proposed) 24.0 X 12.0 Floating roof
9 MS T10 U/G 100 3.2 X 12.6 Underground 10 HSD T11 U/G 45 2.36 X 10 Underground 11 MS
(speed) T12 U/G 45 2.36 X 10 Underground
12 Ethanol T13 U/G 45 2.7 X 8.4 Underground Total 22321 KL
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The product wise capacity of the POL Depot after Expansion is furnished below:
Product
Storage Capacity Description (KL) Total (KL)
MS 1 x 100 + 1 x 3000 + 1 x 5000 + 1 x 45 8145 HSD 1 x 858 + 2 x 3406 + 1 x 4700 + 1x45 12415 SKO 1 x 858 + 1 x 858 1716 Ethanol 1 x 45 45
TOTAL 22321
5.4 Hazard Identification
Identify potentially hazardous materials that can cause loss of human
life/injury, loss of properties and deterioration of the environment due to
loss of containment.
Identify potential scenarios, which can cause loss of containment and
consequent hazards like fire, explosion and toxicity.
5.5 Consequence Analysis
Analysis of magnitude of consequences of different potential hazard
scenarios and their effect zones.
Consequence analysis is a measure of potential hazards and is important
for taking precautionary measures for risk reduction as well as mitigation
of effect in case of such accidents happening.
This report has been prepared by applying the standard techniques of risk
assessment and the information provided by BPCL Balasore Depot
Risk Analysis Report of Balasore POL Depot
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5.6 Glossary of Terms Used In Risk Assessment
The common terms used in Risk Assessment and Disaster Management are
elaborated below:
“Risk” is defined as a likelihood of an undesired event (accident, injury or death)
occurring within a specified period or under specified circumstances. This may be
either a frequency or a probability depending on the circumstances.
“Hazard” is defined as a physical situation, which may cause human injury,
damage to property or the environment or some combination of these criteria.
“Hazardous Substance” means any substance or preparation, which by reason
of its chemical or physico-chemical properties or handling is liable to cause harm
to human beings, other living creatures, plants, micro-organisms, property or the
environment.
“Hazardous Process” is defined as any process or activity in relation to an
industry, which may cause impairment to the health of the persons engaged or
connected therewith or which may result in pollution of general environment.
“Disaster” is defined as a catastrophic situation that causes damage, economic
disruptions, loss of human life and deterioration of health and health services on
a scale sufficient to warrant an extraordinary response from outside the affected
area or community. Disaster occasioned by man is factory fire explosions and
release of toxic gases or chemical substances etc.
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“Accident” is an unplanned event, which has a probability of causing personal
injury or property damage or both.
“Emergency” is defined as a situation where the demand exceeds the
resources. This highlights the tropical nature of emergency “It is seen after
experience that enough is not enough in emergency situations. Situations of this
nature are avoidable but it is not possible to avoid them always.” “Emergency
Preparedness” is one of the key activities in the overall management.
Preparedness, though largely dependent upon the response capacity of the
persons engaged in direct action, will require support from others in the
organization before, during and after an emergency.
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FLOW CHART FOR RISK ANALYSIS STUDY
YES
START
PLANT VISIT
DATA COLLECTION PROCESS DESCRIPTION PROCESS CONTROL LOOPS PRI/PFD OPERATING MANUAL START UP/SHUT DOWN PLOT PLAN METEOROLOGICAL DATA PAST ACCIDENTS DATA ALL RELEVANT PHYSICAL CHEMICAL DATA OF CHEMICALS INV0LVED
SELECT THE
CLASSIFY VESSEL/EQUIPMENT
INVENTORY ANALYSIS
CALCULATE EFFECT
IDENTIFICATION OF HAZARD
IS FE/FET IN SEVERITY ADOPT CHECK LIST
APPROACH
CONSEQUENCE
PLOT DAMAGE DISTANCE
Risk Analysis Report of Balasore POL Depot
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Chapter – VI
HAZARD IDENTIFICATION 6.1 INTRODUCTION
Identification of hazards in the Depot is of primary significance in the analysis,
quantification and cost effective control of accidents involving chemicals and
process. A classical definition of hazard states that hazard is in fact the
characteristic of system/plant/process that presents potential for an accident.
Hence, all the components of a system/plant/process need to be thoroughly
examined to assess their potential for initiating or propagating an unplanned
event/sequence of events, which can be termed as an accident.
Typical schemes of predictive hazard evaluation and quantitative risk analysis
suggest that hazard identification step plays a key role.
Estimation of probability of an unexpected event and its consequence form the
basis of quantification of risk in terms of damage to property, environment or
personnel. Therefore, the type, quantity, location and conditions of release of a
toxic or flammable substance have to be identified in order to estimate its
damaging effects, the area involved and the possible precautionary measures
required to be taken. The following two methods for hazard identification have
been employed in the study.
Identification of hazardous storage units based on relative ranking
technique, viz, Fire-Explosion and Toxicity index (FE & TI); and
Maximum Credible Accident Analysis (MCAA)
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6.2 CLASSIFICATION OF MAJOR HAZARDOUS SUBSTANCE
Hazardous substances may be classified into three main classes namely
flammable substances, unstable substances and toxic substances.
Flammable substances require interaction with air for their hazard to be realized;
under certain circumstances vapours arising from flammable substances when
mixed with air may be explosive especially in confined spaces. However, if
present in sufficient quantity such clouds may explode in open air also.
Unstable substances are liquids or solids, which may decompose with such
violence so as to give rise to blast waves.
Finally, toxic substances are dangerous and cause substantial damage to life
when released into the atmosphere. The ratings for a large number of chemicals
based on flammability, reactivity and toxicity are given NFPA Codes 49 and
345M.
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CHAPTER – VII
MAXIMUM CREDIBLE ACCIDENT ANALYSIS (MCAA) APPROACH 7.1 INTRODUCTION
A Maximum Credible Accident (MCA) can be characterized, as an accident with
a maximum damage potential, which is still believed to be probable.
MCA analysis does not include quantification of probability of occurrence of an
accident. Moreover, since it is not possible to indicate exactly a level of
probability that is still believed to be credible, selection of MCA is somewhat
arbitrary. In practice, selection of accident scenarios representative for a MCA-
Analysis is done on the basis of engineering judgment and expertise in the field
of risk analysis studies, especially accident analysis.
Major hazards posed by flammable storage can be identified taking recourse to
MCA analysis. This encompasses certain techniques to identify the hazards and
calculate the consequent effects in terms of damage distances of heat radiation,
toxic releases, vapour cloud explosion etc. A host of probable or potential
accidents of the major units in the complex arising due to use, storage and
handling of the hazardous materials are examined to establish their credibility.
Depending upon the effective hazardous attributes and their impact on the event,
the maximum effect on the surrounding environment and the respective damage
caused can be assessed. Flow chart in Page no.24 depicts the flow chart for
MCA analysis.
As an initial step in this study, a selection has been made of the processing and
storage units and activities, which are believed to represent the highest level of
risk for the surroundings in terms of damage distances. For this selection,
following factors have been taken into account:
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Type of compound viz. flammable or toxic
Quantity of material present in a unit or involved in an activity and
Process or storage conditions such as temperature, pressure, flow, mixing
and presence of incompatible material.
In addition to the above factors, location of a unit or activity with respect to
adjacent activities is taken into consideration to account for the potential
escalation of an accident. This phenomenon is known as the Domino Effect. The
units and activities, which have been selected on the basis of the above factors,
are summarized, accident scenarios are established in hazard identification
studies, whose effect and damage calculations are carried out in Maximum
Credible Accident Analysis Studies.
7.2 METHODOLOGY
Following steps are employed for visualization of MCA scenarios:
Chemical inventory analysis
Identification of chemical release and accident scenarios
Analysis of past accidents of similar nature to establish credibility to
identified scenarios; and
Short-listing of MCA scenarios
7.3 COMMON CAUSES OF ACCIDENTS
Based on the analysis of past accident information, common causes of accidents
are identified as:
Poor house keeping
Improper use of tools, equipment, facilities
Unsafe or defective equipment facilities
Lack of proper procedures
Improvising unsafe procedures
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Failure to follow prescribed procedures
Jobs not understood
Lack of awareness of hazards involved
Lack of proper tools, equipment, facilities
Lack of guides and safety devices, and
Lack of protective equipment and clothing
7.4 FAILURES OF HUMAN SYSTEMS
An assessment of past accidents reveal human factor to be the cause for over
60% of the accidents while the rest are due to other component failures. This
percentage will increase if major accidents alone are considered for analysis.
Major causes of human failures reported are due to:
Stress induced by poor equipment design, unfavorable environmental
conditions, fatigue, etc.
Lack of training in safety and loss prevention
Indecision in critical situation; and
Inexperienced staff being employed in hazardous situation
Often, human errors are not analyzed while accident reporting and accident
reports only provide information about equipment and/or component failures.
Hence, a great deal of uncertainty surrounds analysis of failure of human
systems and consequent damages.
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7.5 MAXIMUM CREDIBLE ACCIDENT ANALYSIS (MCAA)
Hazardous substances may be released as a result of failures or catastrophes,
causing possible damage to the surrounding area. This section deals with the
question of how the consequences of release of such substances and the
damage to surrounding area can be determined by means of models.
It is intended to give an insight into how the physical effects resulting from
release of hazardous substances can be calculated by means of models and
how vulnerability models can be used to translate the physical effects in terms of
injuries and damage to exposed population and environment. A disastrous
situation in general is due to outcome of fire, Vapour Cloud explosion or toxic
hazards in addition to other natural causes, which eventually lead to loss of life,
property and ecological imbalance.
Major hazards posed by flammable storage can be identified taking recourse to
MCA analysis. MCA analysis encompasses certain techniques to identity the
hazards and calculate the consequent effect in terms of damage distances of
heat radiation, toxic release, vapour cloud explosion etc. A host of probable or
potential accidents of the major units in the complex arising due to use, storage
and handling of the hazardous materials are examined to establish their
credibility. Depending upon the effective hazardous attributes and their impact on
the event, the maximum effect on the surrounding environment and the
respective damage caused can be assessed. The MCA analysis involves
ordering and ranking various sections in terms of potential vulnerability.
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7.6.1 ANALYSIS OF PAST ACCIDENTS
Numerous accidents involving different hydrocarbons in process plants have
been reported. Table 9 provides a worldwide list of all such accidents reported
since 1917. More than 1000 people have received injuries of various intensity
and many people died due to these accidents. The major causes of accident
involving fraction are given below.
i) Fire, over pressure, explosions 19 Nos
ii) Overfilling, loading/unloading and pipeline ruptures 5 Nos
iii) Collision and impact of rail/road tankers during transportation 21 Nos
---
45 Nos
It can be seen that the storage areas and transportation vehicles of C fractions
are most vulnerable to accidents. More than 10 accidents out of the 45 incidents
examined have ended in BLEVE situation. Rest of them has caused fires and
explosions.
The consequences of BLEVE have been found to be most severe in the vicinity
of the accident site. The worst disaster of C fraction had occurred in November
1984 at the C fractions storage and distribution center in San Juan Ixhautepec in
Mexico City. An extensive fire and a series of violent explosions resulted in
chaos.
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MAJOR ACCIDENT IN PROCESS INDUSTRIES
Accident Date (dd/mm/yyyy)
Location Material name
Source Event (Note-1)
No. of Fatalities
No. of Injuries
Country
24/01/1970 Semarang, Java
Kerosene Storage Pipework
Fire;Tank Fire 50 Indonesia
26/06/1971 Czechowice Oil Storage Atmospheric
Explosion;Fire 33 Poland
30/03/1972 Duque De Caxias, Rio De Janeiro
LPG Storage Pressurised
BLEVE;Fire 39 51 Brazil
??//1972 Weirton, West Virginia
Propane Process Confined Explosion
21 20 USA
10/2/1973 Staten Island, New York
Natural Gas Storage Atmospheric
Confined Explosion;Fire
40 2 USA
13/07/1973 Potchefstroom, Natal
Ammonia Transfer Pressurised Storage
Instantaneous Release; Dense Gas Cloud
18 65 South Africa
5/7/1973 Kingman, Arizona
Butane Transfer: Rail Tanker
Continuous Release; BLEVE
13 95 USA
1/6/1974 Fixborough, Lincoinshire
Cyclohexane
Process: Pipework
Continuous Release; Unconfined Explosion
28 89 UK
13/10/1974 Crude Oil Transrfer: Ship
Explosion;Fire 15 4 Sumatra
??/6/1974 Zaluzi Ethylened Process Explosion 14 79 Czechoslovakia 7/4/1974 Fort Miffin,
Pennsylvania Crude Oil Transfer:
Ship Fire;Explosion 13 8 USA
7/11/1975 Beek Propylene Process: Pipework
Dense Gas Cloud; Unconfined Explosion
14 107 Netherlands
??//1976 Chalmette, Louisiana
Ethyl Benzene
Process: Process Vesseld
Explosion;Fire 13 USA
9/12/1977 Cartagena Ammonia Process: Reactor
Explosion; Release
21 30 Colombia
25/08/1977 Cairo Butane Process Release 14 6 Egypt 8/1/1979 Bantry Bay,
Cork Crude Oil Transfer:Shi
p Explosion; Fireball
50 Eire
23/03/1979 Beira, Sofala Oil Storage: Atmospheric
Tank Fire; Fire
19 Mozambique
13/07/1979 Taipei Resin Storage Dense Phase Explosion; Fire
18 59 Taiwan
2/6/1979 Sajobabony Chemicals (unspecified)
Process Explosion; Fire 13 6 Hungary
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??/2/1979 Risa Petrol Process Confined Explosion; Fire
10 Germany
22/06/1981 Rocklin, California
Gasoline Storage: Atmospheric
Release 10 USA
19/12/1982 Tacoa Fuel Oil Transfer: Atmospheric Srorage
Explosion:Instantaneous Release
>153 500 Venezuela
3/12/1984 Bhopal, Madhya Pradesh
Methy Isocyanate
Process: Pressurised
Continuous Release: Firebll
>2000 >170,000
India
2/11/1984 Dronka Aircraft Fuel Storage: Atmospheric
Continuous Release;Fire
>580 Egypt
19/11/1984 San Juan Lxhuatepec, Mexico City
LPG Storage:Pressur4ised Storage
BLEVE >500 2500 Mexico
??/7/1984 Chicago, LLinois
Propane, Monoethanolamine
Process: Process Vessels
Instantaneous Release; Explosion
17 17 USA
23/05/1984 Abbeystead, Lancashire
Methane Process Explosion 16 28 UK
23/07/1984 Romeoville, LLLinois
Propane Process: Reactor
Unconfined Explosion;BLEVE
15 USA
??/3/1984 Lagos Kerosene Process Explosion 10 Nigeria 1/11/1986 Devnya Vinyl
Chloride Process:Pipework
Explosion;Fire 17 19 Bulgaria
9/11/1988 Bombay Toluene, Benzene, Naptha
Storage: Atmospheric
Fire;Explosion 35 16 India
22/10/1988 Shanghai LPG Process Unconfined Explosion;Fire
25 17 China
23/10/1989 Pasadena, Texas
Isobutane Process: Reactor
Unconfined Explosion;
23 125 USA
13/08/1989 Qingdao Oil Storage Explosion; Tank Fire
16 86 China
4/10/1989 Yochon, Cholla Namdo
Chemicals Process Explosion; Fire 13 19 South Korea
30/01/1989 Secunda, Transvaal
Oil Process: Pipework
Explosion;Fire 12 8 South Africa
6/11/1990 Maharastra, Bombay
LPG Process:Pipework
Continuous Release;Unconfined Explosion
<31 >30 India
5/7/1990 Channelview, Texas
Hydrocarbons
Waste: Atmospheric Storage
Explosion;Fireball
17 5 USA
18/03/1990 Tehran Gas Storage Explosion; Fire 13 >1 Iran 24/03/1992 Dakar Ammonia Process Explosion;Fire 41 403 Senegal 1/9/1992 Eleusis Crude Oil Process:
Pipework Explosion; Fire 14 >30 Greece
26/05/1992 Haryana Ammonia Process: Release 11 9 India
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Pipework 7/9/1992 Haryana Ammonia Process:Pipe
work Explosion >11 9 India
5/8/1993 Qingshuihe, Guangdong
Sulphus, Organophosphorus, Ammonium Nitrate, LPG
Warehouse Explosion;Fire >15 >160 China
25/03/1993 Maracaibo Natural Gas Process Explosion; Fire
11 >1 Venezuela
20/10/1995 Colombo Diesel, Kerosene,Crude Oil
Storage: Atmospheric
Explosion;Fire <25 Sri Lanka
26/06/1996 Nr Tiranjin Chemicals (unspecified)
Process Explosion 19 20 China
14/09/1997 Visakhapatnam, Andhra Pradesh
LPG;Kerosent, Petroleum Products, Crude Oil
Transfer: Pipework
Explosion;Fire 56 20 India
6/1/1998 Xingping, Shaanxi
Nitrogen Process:Pipework
Explosion 50 100 China
17/08/1999 Korfez, Gulf of Izmit
Crude Oil, Naphtha
Process Fire;Continuous Release
37 Turkey
21/09/2001 Toulouse Ammonium Nitrate, Ammonia, Chlorine
Storage: Atmospheric
Explosion 30 2500 France
8/7/2002 Shenxian, Shandong Province
Ammonia Process: Pipework
Continuous Release
13 11 China
23/12/2003 Gao Qiao, Chongqing
Natural Gas, Hydrogen Sulphide (Sour Gas)
Gas Well Blowout;Continuous Release
243 4000-9000
China
19/01/2004 Skikda LNG Process:Heat Exchangers
Fire 23 74 Algeria
23/03/2005 Texas City, Texas
Octanes Process: Process Vessels
Explosion;Fire 15 >100 USA
29/10/2009 Jaipur Petroleum Product
Pipeline Transfer
Leakage in pipe line
12 200 India
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RELEASE OF HAZARDOUS SUBSTANCE
POOL CONTINUOUS
VAPOUR
FLASH
HEAT RADIATION
EFFECTS
IGNITION
DISPERSION
PRESSURE WAVE
VAPOUR CLOUD EXPLOSION
FIRE
IGNITION
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7.7 FIRE FIGHTING FACILITY: Details of Fire fighting arrangements within the factory and similar additional services that can be obtained at a short notice are as under:
ITEM DESCRIPTION. Nos. Remarks Fire Water Tanks 2x1527 KL + 1 X 858 KL Fire Engines 3 x 410 kL/hr Fire Extinguisher -DCP Type-75 kg 7 -DCP Type-50 kg NIL -DCP Type-10 kg 55 -CO2 Type-4.5 kg 11 -CO2 Type-2 kg NIL Dry Chemical Powder (DCP) 180kg spare Foam (AFFF) 14 Foam compound Trolly-250 ltrs NA Foam compound stalls (at vulnerable points) NA Water Sprinkler for MS Tank 1 LPM/3LPM Sand Buckets 22 Single Headed Water Hydrants 26 Water Monitors 14 Fire Hose Reels including spares 72 Fire Hose Boxes 26 Jet Nozzles including Spares 26 Foam cum water Nozzles(FB 10X) NA FB 5X Nozzle NA Fog Nozzle 4 Triple Purpose Nozzles (Diffuser) 3 Safety Shoes 27 Safety Helmets 30 Safety Belts 9 Flame Proof Torch 2 Breathing Apparatus 2 Fire Proximity suit, Boot , Helmet, Gloves 2 Water Jel Blanket 2 Electric Siren (3 Km) 2 Electric Siren (1 Km) 2 Hand Operated Siren 4 Public Addressing System 1 First Aid Boxes 4 Stretcher 2 Wind Socks 3 Electrical Gloves 2
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7.8 CALCULATION OF FIRE WATER REQUIREMENT: TANK FIRM NO – 1: Requirement of cooling water for the largest tank T7 = 3.14 x 20 x 15 x 3 lpm/m2
= 2826 lpm/m2
= 169.56 m3/hr
Cooling water requirement for T8 (since T8 is within R+30 from T7)
=3.14 x 20 x 11.5 x 3 lpm/m2
=2166.6 lpm/m2
= 130 m3/hr
Cooling water requirement falling tank beyond (R+30) of T2, T3, T4, T5 & T6
= (802.11+802.11+381.51+381.51+381.51) x 1 lpm/m2
= 2748.75 lpm/m2
= 164.92 m3/hr
FORM WATER FLOW RATE :
Foam water requirement Largest tank on fire =(3.14 x 20 x 20 x 5)/4 lpm
= 1570 lpm
= 94.2 x 0.97m3/hr
= 91.37 m3/hr
WATER REQUIREMENT FOR SUPPLYMENTARY HOSE:
4 Single Hydrant Streams – 4 X 36 = 144 m3/hr
2 HVL - 2 X 228= 456 m3/hr
Total = ( 144 + 456 ) = 600 m3/hr
Total water requirement for tanktrotection of tank firm I
= (169.56 + 130 + 164.92 + 91.37 + 600) m3/hr = 1155.85 m3/hr
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WATER REQUIREMENT FOR TANK FIRM II:
Water requirement for the largest tank (T9) = 3.14 x 24 x 12 x 3 lpm/m2
= 2712.96 lpm/m2
Foam water requirement = 3.14 x (242 – 22.42) /4 m2
= 58.29 m2
Foam solution rate 12 lpm/m2 = 699.48 lpm
Foam water required = (0.97 x 699.48) lpm
= 678.5 lpm = 40.71 m3/hr
Water requirement for supplementary hose
Water for 4 Single Hydrant Streams – 4 X 36 = 144 m3/hr
Water fir 2 HVLR - 2 X 228= 456 m3/hr
Total = ( 144 + 456 ) = 600 m3/hr
Total water requirement = (162.78 + 40.71 + 600) m3/hr
= 803.49 m3/hr
Highest of 2 requirements = 1155.85 kl, 803.49 kl,
Fire water requirement on single fire contingency – 1155.85 x 4 = 4623.4kl
Item Calculated capacity As
per OISD 117
Existing Capacity
Fire Water
Storage
(Considering
air space)
4623.4 kl
2 x 1527 KL + 1 x 858 KL = 3912 kl
Risk Analysis Report of Balasore POL Depot
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CHAPTER – VIII
RISK ASSESSMENT 8.1 Introduction
Balasore POL Depot of B.P.C.L which includes the facilities for receipt, storage
and dispatch of petroleum products mainly poses fire hazard due to unwanted
and accidental release of hydrocarbons. However, due safeguard has been
taken in design and operation of the system to prevent any unwanted release of
hydrocarbons from their containment. However, in the event of release of
hydrocarbons from their containment, there is a risk of fire but chances of
explosion are less. This section deals with various failure cases leading to
various hazard scenarios, analysis of failure modes and consequence analysis.
Consequence analysis is basically a quantitative study of hazard due to various
failure scenarios to determine the possible magnitude of damage effects and to
determine the distances up-to which the damage may be affected. The reason
and purpose for consequence analysis are manifolds like.
Computation of risk
Aid better plant layout
Evaluate damage and protective measures necessary for saving
properties & human lives
Ascertain damage potential to public and evolve protective measures
Formulate safe design criteria and protection system
Formulate effective Disaster Management plan
The results of consequences analysis are useful for getting information about all
known and unknown effects that are of importance when failure scenarios occur
and to get information about how to deal with possible catastrophic events. It also
gives the plant authorities, workers district authorities and the public living in the
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area an understanding of the hazard potential and remedial measures to be
taken.
8.2 Modes of Failure There are various potential sources of large/small leakages in any Depot. The
leakages may be in the form of gasket failure in a flanged joint, snapping of small
dia pipeline, leakages due to corrosion, weld failure, failure of loading arms,
leakages due to wrong opening of valves & blinds, pipe bursting due to
overpressure, pump mechanical seal failure and many other sources of leakage.
8.2.1 Damage Criteria
The damage effect of all such failures mentioned above are mainly due to
thermal radiation from pool fire or jet fire due to ignition of hydrocarbons released
since the petroleum products are highly inflammable specially Naphtha and
Motor sprit oil whose flash points are low.
The petroleum products released accidentally due to any reason will normally
spread on the ground as a pool or released in the form or jet in case of release
from a pressurized pipeline through small openings. Light hydrocarbons present
in the petroleum products will evaporate and may get ignited both in case of jet
as well as liquid pool causing jet fire or pool fire. Accidental fire on the storage
tanks due to ignition of vapour from the tanks or due to any other reason may
also be regarded as pool fire.
Thermal radiation due to pool fire or jet flame may cause various degrees of
burns on human bodies. Also its effect on inanimate objects like equipment,
piping, building and other objects need to be evaluated. The damage effects
due to thermal radiation intensity are elaborated in the Table
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TABLE
DAMAGE DUE TO INCIDENT THERMAL RADIATION INTENSITY
Incident Thermal
Radiation Intensity KW/M2
Type of damage
37.5 Can cause heavy damage to process equipment, piping building etc. (100% lethality)
32.0 Maximum Flux level for thermally protected tanks. 12.5 Minimum energy required for piloted ignition of work(50%lethality) 8.0 Maximum heat flux for un insulated tanks 4.5 Sufficient to cause pain to personnel if unable to reach cover
within 20 sec. (% of 1st Degree Burn) 1.6 Will cause no discomfort to long exposure. 0.7 Equivalent to solar radiation
TABLE
PHYSIOLOGICAL EFFECTS OF THRESHOLD THERMAL DOSES
Dose Threshold
Kw/M2
Effect
37.5 3rd Degree Burn
21.50 2nd Degree Burn
12.5 1st Degree Burn
4.5 Threshold of pain, no reddening or blistering of skin caused.
1st Degree Burn > Involve only epidermis, blister may occur example-
sun Burn.
2nd Degree Burn > Involve whole of epidermis over the area of burn
plus some Portion of dermis.
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3rd Degree Bun > Involve whole of epidermis and dermis;
subcutaneous Tissues may also be damaged.
In case of Motor Spirit having relatively higher vapour pressure, there is a
possibility of vapour cloud explosion. Damage effects due to blast over
pressure is given in Table
TABLE
DAMAGE EFFECTS DUE TO BLAST OVER PRESSURE
Blast Over Pressure (Bar)
Damage Type
0.30 Major Damage to Structures 0.10 Repairable Damage 0.03 Damage of Glass 0.01 Crack of Windows
8.2.2 Dispersion and Stability Class
In calculation of effects due to release of hydrocarbons dispersion of vapour
plays an important role as indicated earlier. The factors which affects dispersion
is mainly Wind Velocity, Stability Class, Temperature as well as surface
roughness. One of the characteristics of atmosphere is stability, which plays an
important role in dispersion of pollutants. Stability is essentially the extent to
which it allows vertical motion by suppressing or assisting turbulence. It is
generally a function of vertical temperature profile of the atmosphere. The
stability factor directly influences the ability of the atmosphere to disperse
pollutants emitted into it from sources in the plant. In most dispersion problems
relevant atmospheric layer is that nearest to the ground. Turbulence induced by
buoyancy forces in the atmosphere is closely related to the vertical temperature
profile.
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Temperature of the atmospheric air normally decreases with increase in height.
The rate of decrease of temperature with height is known as the Lapse Rate. It
varies from time to time and place to place. This rate of change of temperature
with height under adiabatic or neutral condition is approximately 1 °C per 100
metres. The atmosphere is said to be stable, neutral or unstable according to the
lapse rate is less than, equal or greater than dry adiabatic lapse rate i.e. 1°C per
100 metres.
Pasquill has defined six stability ranging from A to F A = Extremely unstable
B = Moderately unstable
C = Slightly unstable
D = Neutral
E = Stable
F = Highly Stable
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CHAPTER – IX
CONSEQUENCE ANALYSIS
9.1 INTRODUCTION
Consequence Analysis of the selected failure cases have been done to evaluate
and identify possible consequences as well as to incorporate suitable measures
in operational phase to prevent such failure events.
9.2 STORAGE TANKS IN DEPOT
Sl. No.
Produce Tank No.
Position Total Tankage (KL)
Dimension of tanks (mtr)
Type of tank
1 HSD T2 A/G 3406 17.03 X 15 Cone roof 2 HSD T3 A/G 3406 17.03 X 15 Cone roof 3 HSD T4 A/G 858 9.0 X 13.5 Cone roof 4 SKO T5 A/G 858 9.0 X 13.5 Cone roof 5 SKO T6 A/G 858 9.0 X 13.5 Cone roof 6 HSD T7 A/G 4700 20.0 X 15.0 Cone roof 7 MS T8 A/G 3000 20.0 X 11.5 Floating roof 8 MS T9 A/G 5000
(proposed) 24.0 X 12.0 Floating roof
9 MS T10 U/G 100 3.2 X 12.6 Underground 10 HSD T11 U/G 45 2.36 X 10 Underground 11 MS
(speed) T12 U/G 45 2.36 X 10 Underground
12 Ethanol T13 U/G 45 2.7 X 8.4 Underground Total 22321 KL
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9.3 CONSIDERATION FOR MAXIMUM CREDIBLE ACCIDENT SCENARIO: HAZARD ASSESSMENT (QUANTIFICATION) 9.3.1 Hazard Distances In The Event Of Storage Tanks on Fire Scenario-1 Calculation of hazard distance due to storage Tank on FireT8 (MS)
Tank Farm
Tank No.
Dimension Dia & Height(m)
Capacity (KL)
Product Tank Type
1 T8 20.0 X 11.5 3000 MS Floating Roof
Storage tank of MS on Fire (Largest Diameter of the Existing tank in tank firm 1).
Entire roof
Surface will burn.
METEOROLOGICAL DATA CONSIDERED
Temperature(Max) 43.8o C/ 316.8oK Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum relative humidity of 41 % have
been considered for the calculation of hazard distance.
Result
Event No Scenario
Tank diameter
Radiation Intensity inside tank
Hazard Distance from the centre of the tank (m)
(m) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1.
MS
20 32.51 Within
tank 11.3 14.6 21.3
Risk Analysis Report of Balasore POL Depot
Page 3
Consequence:
It will be seen from the above diagram that Thermal Radiation level of
37.5 kw/m2 will not be generated.
21.5 kw/m2 Thermal Radiation zone will spread to an area having
radius of 11.3 mts. This zone will cover tank no T7 (HSD).
Mitigative Measure :
Tank is to be cooled by water spray through monitor.
Consequence:
12.5 kw/m2 Thermal Radiation zone will spread to an area having
radius of 14.6 mts. This zone will cover tank no T7(HSD),in the
adjacent dyke.
4 kw/m2 Thermal Radiation zone will spread to an area having radius
of 21.3 mts. This zone will cover the following facilities.
i. TWD Pump House
ii. T9 in the Adjacent dyke
iii. Manifold
Mitigative Measure :
Pumping to the tank is to be stopped .Unloading is to be stopped.
Pump house is to be kept under cooling. Tank no T3, T6 and tank no
T9 (MS) are to be cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 4
Scenario-2
Calculation of hazard distance in the event of storage Tank on Fire (HSD)
Tank Farm
Tank No.
Dimension Dia & Height(m)
Capacity (KL)
Product
Tank Type
1 T7 20.0 x 15.0 4700 HSD Cone roof
Storage tank of HSD on Fire (Largest Diameter tank in tank firm 1). Vapour will
burn at the rim (0.8M)
METEOROLOGICAL DATA CONSIDERED
Temperature(Max ) 43.8o C/ 316.8oK
Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum relative humidity of 41 % have
been considered for the calculation of hazard distance
Result
Event No Scenario
Tank diameter
Radiation Intensity inside tank
Hazard Distance from the centre of the tank (m)
(m) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1.
HSD
20 30.90
Within tank
Within tank 12.2 22.4
Risk Analysis Report of Balasore POL Depot
Page 5
Consequence:
In case of tank no T7 (HSD) 37.5 kw/m2 and 21.5 kw/m2 Thermal
Radiation level will not be generated.
12.5 kw/m2 Thermal Radiation zone will spread to an area having
radius of 12.2 mts. This zone shal cover tank no T8 (MS).
Mitigative Measure :
Tank is to be cooled by water spray through monitor.
Consequence:
4 kw/m2 Thermal Radiation zone will spread to an area having radius
of 22.4 mts. This zone shall cover the adjacent tank no T8(HSD) this
shall also cover tank no T3 and T6
.This zone further spread beyond the boundary on the northern side
and western side
Mitigative Measure :
Tank no T8 (MS), tank no T3 and T6 are to be cooled by water spray
through water monitor.
Habitation if any on the northern side and the western side are to be
alerted. In case of prolonged fire evacuation may be necessary.
Risk Analysis Report of Balasore POL Depot
Page 6
Scenario-3 Calculation of hazard distance due to storage Tank on Fire (SKO)
Tank Farm
Tank No.
Dimension Dia & Height(m)
Capacity (KL)
Product Tank Type
1 T9 9.0 x 13.5 858 SKO Cone Roof
Storage tank of SKO on Fire (Largest Diameter tank in tank firm 1). Entire roof
Surface will burn.
METEOROLOGICAL DATA CONSIDERED
Temperature(Max) 43.8o C/ 316.8oK Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum relative humidity of 41 % have
been considered for the calculation of hazard distance.
Result
Event No Scenario
Tank diameter
Radiation Intensity inside tank
Hazard Distance from the centre of the tank (m)
(m) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1.
SKO
9.0 44.51
Within tank
Within tank 7 14.8
Risk Analysis Report of Balasore POL Depot
Page 7
Consequence:
In case of tank no T6 (SKO) 37.5 kw/m2 and 21.5 kw/m2 Thermal
Radiation level will not be generated.
12.5 kw/m2 Thermal Radiation zone will spread to an area having
radius of 7 mts. This zone shal cover tank no T5 .
Mitigative Measure :
Tank is to be cooled by water spray through monitor.
Consequence:
4 kw/m2 Thermal Radiation zone will spread to an area having radius
of 14.8 mts. This zone shall cover all the tanks no T2, T3, T4 and T5.
Mitigative Measure :
All the tanks in the dyke are to be cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 8
Scenario-4 Calculation of hazard distance due to storage Tank on Fire (MS)
Tank Farm
Tank No.
Dimension Dia & Height(m)
Capacity (KL)
Product Tank Type
2 T9 24.0 X 12.0 5000 MS Floating Roof
Storage tank of MS on Fire (Largest Diameter Existing tank in tank firm 2). Entire
roof Surface will burn.
METEOROLOGICAL DATA CONSIDERED
Temperature(Max) 43.8o C/ 316.5oK Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum relative humidity of 41 % have
been considered for the calculation of hazard distance.
Result
Event No Scenario
Tank diameter
Radiation Intensity inside tank
Hazard Distance from the centre of the tank (m)
(m) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1.
MS
24 31.33 Within
tank 13.1 16.2 25.2
Risk Analysis Report of Balasore POL Depot
Page 9
Consequence:
In case of tank no T3 (MS) on fire. 37.5 kw/m2 Thermal Radiation will
not be generated.
21.5 kw/m2 Thermal Radiation zone will spread to an area having
radius of 13.1 mts. This zone remain confined within the dyke.
12.5 kw/m2 Thermal Radiation zone will spread to an area having
radius of 16.2 mts. This zone remain confined within the dyke.
4 kw/m2 Thermal Radiation zone will spread to an area having radius
of 25.2 mts. This zone will cover the tank no T4, T5 and T6 in the
adjacent dyke.
This zone will also cover the sample room, HVLR control panel and
little part beyond the boundary on the eastern side. Pumping to the
tank is to be stopped. Pump house is to be kept under cooling. Tank
no T3, T6 and tank no T9 (MS) are to be cooled by water spray.
Mitigative Measure :
Pumping to the tank is to be stopped.
Tank no T4, T5 & T6 are to be cooled. The sample room, HVLR
control panel are to be kept under cooling.
Habitation, if any, beyond the boundary wall are to be alerted. In case
of prolonged fire, evacuation may be necessary.
Risk Analysis Report of Balasore POL Depot
Page 10
9.3.2 HAZARD DISTANCES IN CASE OF POOL FIRE Scenario -1 Calculation of hazard distance in case of pool Fire – (MS)
Largest diameter of the MS tank in tank firm – 1
Tank Farm
Tank No.
Dimension Dia & Height (m)
Capacity (KL)
Product Tank Type
Pool Area M2
1 T8 20.0 X 11.5
3000 MS Cone roof 6852
Spillage within dyke area, complete containment failure
METEOROLOGICAL DATA CONSIDERED
Temperature(Max ) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2
Result Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the edge of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 MS 46.71 20.05 Within pool
Within pool 1.9 32.0
Risk Analysis Report of Balasore POL Depot
Page 11
Consequence:
In case of spillage within the dyke and getting a source of ignition, 37.5
kw/m2 and 21.5 kw/m2 Thermal Radiation will not be attained.
Thermal Radiation level of 12.5 kw/m2 shall extend upto 1.4 mts
beyond the dyke wall. All the tanks within the dyke will be covered in
the zone.
4 kw/m2 Thermal Radiation zone shall spread to 32mts around the
dyke wall. This zone will cover the following facilities.
i. Tank no T9
ii. TLF Gantry
iii. TLF Pumps
iv. Underground tanks
v. Administrative block.
This zone shall spread beyond the boundary wall on the southern side.
Mitigative Measure :
Tank no T9 is to be cooled by water spray.
Tank truck filling is to be stopped
Trucks parked at the TLF gantry are to be removed to safer places.
The gantry and the pump house are to be cooled by water spray.
]Persons working at the Administrative Block should move to safer
places beyond this zone.
Water to be sprayed on the building for cooling.
Risk Analysis Report of Balasore POL Depot
Page 12
Scenario -2 Calculation of hazard distance due to pool Fire – (HSD)
Largest diameter of the HSD tank in tank firm – 1
Tank Farm
Tank No.
Dimension Dia & Height (m)
Capacity (KL)
Product Tank Type
Pool Area M2
1
T7 20 x 15 4700 HSD Cone Roof
6852
Spillage within dyke area, complete containment failure
METEOROLOGICAL DATA CONSIDERED
Temperature(Max ) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 36.8o C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2.
Result Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the edge of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 HSD 46.71 20.00 Within pool
Within pool 1.9 19.7
Risk Analysis Report of Balasore POL Depot
Page 13
Consequence:
In case of spillage within the dyke and getting a source of ignition, 37.5
kw/m2 and 21.5 kw/m2 Thermal Radiation will not be attained.
Thermal Radiation level of 12.5 kw/m2 shall extend upto 1.9 mts
beyond the dyke wall. All the tanks within the dyke will be covered in
the zone.
4 kw/m2 Thermal Radiation zone shall spread to 19.7 mts around the
dyke wall. This zone will cover the following facilities.
i. Tank no T9
ii. TLF Gantry
iii. TLF Pumps
iv. Underground tanks
v. Administrative block.
This zone shall spread beyond the boundary wall on the southern side.
Mitigative Measure :
Tank no T9 is to be cooled by water spray.
Tank truck filling is to be stopped
Trucks parked at the TLF gantry are to be removed to safer places.
The gantry and the pump house are to be cooled by water spray.
]Persons working at the Administrative Block should move to safer
places beyond this zone.
Water to be sprayed on the building for cooling.
Risk Analysis Report of Balasore POL Depot
Page 14
Scenario -3
Calculation of hazard distance due to pool Fire – (SKO)
Largest diameter of the SKO tank in tank firm – 1
Tank Farm
Tank No.
Dimension Dia & Height (m)
Capacity (KL)
Product Tank Type
Pool Area M2
1
T6 9.0 x 13.5 858 SKO Cone Roof
6852
Spillage within dyke area, complete containment failure
METEOROLOGICAL DATA CONSIDERED
Temperature(Max ) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2.
Result Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the edge of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 SKO 46.71 20.00 Within pool
Within pool 1.1 23.1
Risk Analysis Report of Balasore POL Depot
Page 15
Consequence:
In case of spillage within the dyke and getting a source of ignition, 37.5
kw/m2 and 21.5 kw/m2 Thermal Radiation will not be attained.
Thermal Radiation level of 12.5 kw/m2 shall extend upto 1.1 mts
beyond the dyke wall. All the tanks within the dyke will be covered in
the zone.
4 kw/m2 Thermal Radiation zone shall spread to 23.1 mts around the
dyke wall. This zone will cover the following facilities.
i. Tank no T9
ii. TLF Gantry
iii. TLF Pumps
iv. Underground tanks
v. Administrative block.
This zone shall spread beyond the boundary wall on the southern side.
Mitigative Measure :
Tank no T9 is to be cooled by water spray.
Tank truck filling is to be stopped
Trucks parked at the TLF gantry are to be removed to safer places.
The gantry and the pump house are to be cooled by water spray.
Persons working at the Administrative Block should move to safer
places beyond this zone.
Water to be sprayed on the building for cooling.
Risk Analysis Report of Balasore POL Depot
Page 16
Scenario - 4
Calculation of hazard distance due to pool Fire – (MS)
Largest diameter of the existing MS tank in tank firm – 2
Tank Farm
Tank No.
Dimension Dia & Height (m)
Capacity (KL)
Product Tank Type
Pool Area M2
1
T9 24 x 12 5000 MS Floating Roof
4643
Spillage within dyke area, complete containment failure
METEOROLOGICAL DATA CONSIDERED
Temperature(Max ) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 43.8 C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2.
Result Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the edge of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 MS 38.45 20.05 Within pool
Within pool 2.3 37.5
Risk Analysis Report of Balasore POL Depot
Page 17
Consequence:
In case of spillage within the dyke and getting a source of ignition, 37.5
kw/m2 and 21.5 kw/m2 Thermal Radiation will not be attained.
Thermal Radiation level of 12.5 kw/m2 shall extend upto 2.3 mts
beyond the dyke wall. All the tanks within the dyke will be covered in
the zone.
4 kw/m2 Thermal Radiation zone shall spread to 37.5 mts around the
dyke wall. This zone will cover the following facilities.
i. Tank no T4, T5, T6 and T8
ii. TLF Gantry
iii. TLF Pumps
iv. Underground tanks
v. Administrative block.
This zone shall spread beyond the boundary wall on the southern side.
Mitigative Measure :
Tank no T9 is to be cooled by water spray.
Tank truck filling is to be stopped
Trucks parked at the TLF gantry are to be removed to safer places.
The gantry and the pump house are to be cooled by water spray.
]Persons working at the Administrative Block should move to safer
places beyond this zone.
Water to be sprayed on the building for cooling.
Risk Analysis Report of Balasore POL Depot
Page 18
9.3.3 CALCULATION OF HAZARD DISTANCE DUE TO POOL FIRE PIPELINE RUPTURE AT TLF GANTRY
Scenario -1 Pipeline rupture (open area) Specification considered 1. Product MS 2. Pipeline dia 150mm 3. Pump discharge 60KL/H 4. Duration 300 Second(There will always be people
around the area. Spillage is likely to be identified
within the short period and hence 5 min duration is
considered )
5. Pump discharge pressure 2Kg/M2
METEROLOGICAL DATA CONSIDERED Temperature(Max) 43.8o C/ 316.5 K
Humidity(Min) 41%
Maximum temperature of 43.80 C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2
Quantification of hazard
Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the centre of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 MS 14.89 20.01 Within pool
Within pool 16.39 33.39
Risk Analysis Report of Balasore POL Depot
Page 19
Consequence:
It is seen from the diagram that Thermal Radiation level of 37.5 kw/m2
and 21.5 kw/m2 will not be attained.
12.5 kw/m2 Thermal Radiation zone shall spread to an area having
radius of 16.39 mts. This zone shall cover the TLF gantry and master
meter.
4 kw/m2 Thermal Radiation zone shall spread to an area having radius
of 33.39 mts. This zone shall cover the following facilities
i. Administrative building
ii. TLF Pump house
iii. Tank no T2, T3, T4 and T9
Mitigative Measure :
Fire is to be covered with foam to avoid spreading.
Filling tank trucks is to be immediately stopped.
Trucks Parked at the bay are to be removed to safer places.
TLF Gantry, TLF pump House, tank no T2, T3, T4 and T9 are to be
cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 20
scenario - 2 Pipeline rupture (open area) Specification considered 1. Product HSD 2. Pipeline dia 150mm 3. Pump discharge 120 KL/H 4. Duration 300 Second 5. Pump discharge pressure 2Kg/M2
METEROLOGICAL DATA CONSIDERED
Temperature (Max) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2
Quantification of hazard Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the centre of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 HSD 18.81 20.00 Within pool
Within pool 20.50 32.91
Risk Analysis Report of Balasore POL Depot
Page 21
Consequence:
It is seen from the diagram that Thermal Radiation level of 37.5 kw/m2
and 21.5 kw/m2 will not be attained.
12.5 kw/m2 Thermal Radiation zone shall spread to an area having
radius of 20.50 mts. This zone shall cover the TLF gantry and master
meter.
4 kw/m2 Thermal Radiation zone shall spread an area having radius
32.91 mts. This zone shall cover the following facilities
iv. Administrative building
v. TLF Pump house
vi. Tank no T2, T3, T4 and T9
Mitigative Measure :
Fire is to be covered with foam to avoid spreading.
Filling of tank trucks is to be immediately stopped.
Trucks Parked at the bay are to be removed to safer places.
TLF Gantry, TLF pump House, tank no T2, T3, T4 and T9 are to be
cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 22
Scenario – 3 Pipeline rupture (open area)
Specification considered 1. Product SKO 2. Pipeline dia 150mm 3. Pump discharge 60KL/H 4. Duration 300 Second 5. Pump discharge pressure 2Kg/M2
METEROLOGICAL DATA CONSIDERED
Temperature(Max) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 36.8o C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2
Quantification of hazard Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the edge of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 SKO 18.29 20.00 Within pool
Within pool 20.50 32.91
.
Risk Analysis Report of Balasore POL Depot
Page 23
Consequence:
It is seen from the diagram that Thermal Radiation level of 37.5 kw/m2
and 21.5 kw/m2 will not be attained.
12.5 kw/m2 Thermal Radiation zone shall spread to an area having
radius 20.50 mts. This zone shall cover the TLF gantry and master
meter.
4 kw/m2 Thermal Radiation zone shall spread an area having radius
32.91 mts. This zone shall cover the following facilities
vii. Administrative building
viii. TLF Pump house
ix. Tank no T2, T3, T4 and T9
Mitigative Measure :
Fire is to be covered with foam to avoid spreading.
Filling tank trucks is to be immediately stopped.
Trucks Parked at the bay are to be removed to safer places.
TLF Gantry, TLF pump House, tank no T2, T3, T4 and T9 are to be
cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 24
9.3.4 CALCULATION OF HAZARD DISTANCE DUE TO POOL FIRE PIPELINE RUPTURE AT GASKET FAILURE WITH RESPECT TO TLF
Scenario -1 Pipeline rupture (open area) Specification considered 1. Product MS 2. Pipeline dia 150 mm 3. Pump discharge 60 KL/H 4. Duration 1800 Second(There will always be people
around the area. Spillage is likely to be identified
within the short period and hence 5 min duration is
considered )
5. Pump discharge pressure 2Kg/M2
METEROLOGICAL DATA CONSIDERED Temperature(Max) 43.8o C/ 316.5 K
Humidity(Min) 41%
Maximum temperature of 43.80 C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2
Quantification of hazard
Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the centre of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 MS 11.21 21.03 Within pool
Within pool 12.41 30.47
Risk Analysis Report of Balasore POL Depot
Page 25
Consequence:
in case of fire on the spill, Thermal Radiation level of 37.5 kw/m2 and
21.5 kw/m2 will not be generated.
12.5 kw/m2 Thermal Radiation zone will spread to an area having
radius of 12.41 mts. This zone will cover the pump house and
underground tanks.
4 kw/m2 Thermal Radiation zone will spread to an area having radius
30.47 mts. This zone will cover the following facilities
i. TLF Gantry
ii. Tank no 3 & 4
iii. This zone shall further spread beyond the boundary on the
northern side.
Mitigative Measure :
Fire is to be covered with foam to prevent spreading of fire.
Filling of tank truck is to be stopped.
Tank trucks parked at the bay are to be removed to safer places
Gantry is to be cooled by water spray.
Tank no 3 & are to be cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 26
Scenario - 2 Pipeline rupture (open area) Specification considered 1. Product HSD 2. Pipeline dia 150mm 3. Pump discharge 120 KL/H 4. Duration 1800 Second 5. Pump discharge pressure 2Kg/M2
METEROLOGICAL DATA CONSIDERED
Temperature (Max) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 43.8o C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2
Quantification of hazard Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the centre of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 HSD 14.32 20.03 Within pool
Within pool 15.42 38.46
Risk Analysis Report of Balasore POL Depot
Page 27
Consequence:
in case of fire on the spill, Thermal Radiation level of 37.5 kw/m2 and
21.5 kw/m2 will not be generated.
12.5 kw/m2 Thermal Radiation zone will spread to an area having
radius 15.42 mts. This zone will cover the pump house and
underground tanks.
4 kw/m2 Thermal Radiation zone will spread to an area having radius
38.46 mts. This zone will cover the following facilities
iv. TLF Gantry
v. Tank no 3 & 4
vi. This zone shall further spread beyond the boundary on the
northern side.
Mitigative Measure :
Fire is to be covered with foam to prevent spreading of fire.
Filling of tank truck is to be stopped.
Tank trucks parked at the bay are to be removed to safer places
Gantry is to be cooled by water spray.
Tank no 3 & are to be cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 28
Scenario – 3 Pipeline rupture (open area)
Specification considered 1. Product SKO 2. Pipeline dia 150mm 3. Pump discharge 60KL/H 4. Duration 1800 Second 5. Pump discharge pressure 2Kg/M2
METEROLOGICAL DATA CONSIDERED
Temperature(Max) 43.8o C/ 316.5oK
Humidity(Min) 41%
Maximum temperature of 36.8o C and minimum humidity of 41 % have been
considered for the calculation of damage distance in the case of pool fire radiation
heat intensity in KW/M2
Quantification of hazard Sl no Scenario
Pool Radius
Radiation Intensity inside pool
Distance from the edge of the pool (m)
(m2) (kW/ m2) 37.5 kW/m2
21.5 kW/m2
12.5 kW/m2
4 kW/m2
1 SKO 13.60 20.02 Within pool
Within pool 14.7 36.60
Risk Analysis Report of Balasore POL Depot
Page 29
Consequence:
in case of fire on the spill, Thermal Radiation level of 37.5 kw/m2 and
21.5 kw/m2 will not be generated.
12.5 kw/m2 Thermal Radiation zone will spread to an area having
radius 14.7 mts. This zone will cover the pump house and underground
tanks.
4 kw/m2 Thermal Radiation zone will spread to an area having radius
36.60 mts. This zone will cover the following facilities
vii. TLF Gantry
viii. Tank no 3 & 4
ix. This zone shall further spread beyond the boundary on the
northern side.
Mitigative Measure :
Fire is to be covered with foam to prevent spreading of fire.
Filling of tank truck is to be stopped.
Tank trucks parked at the bay are to be removed to safer places
Gantry is to be cooled by water spray.
Tank no 3 & are to be cooled by water spray.
Habitation if any beyond the boundary are to be alerted.and In case of
prolonged fire evacuation may be necessary
Risk Analysis Report of Balasore POL Depot
Page 30
9.4 VAPOUR CLOUD MODELING SCENARIO - 1 (VAPOUR CLOUD MODELING) Vapour cloud modeling on complete containment failure:
Specification considered 1. Product MS 2. Duration 300 Second
METEROLOGICAL DATA CONSIDERED
Temperature( Min ) 10° C/ 283° K Humidity( Max) 63% Atmospheric Stability Very stable- F Wind Velocity( Min) 1 KMPH
Wind Direction ( larger vapour cloud) N/NW>S/SE Surface Roughness( Open country side) 0.11
Pasquill Category F ( Very stable)
Dispersion outputs for spill of MS at Complete Containment Failure Event No
Material Spilled
Release mode Duration
Spill Area
Evaporation/ Dispersion Rate
Distance up to LFL
Distance up to UFL
14000 ppm 76000 ppm
S
M2 (kg/s) DW CW DW CW
1 Motor spirit
Continuous 300 8324.3 25.3 35 24.3 9.3 11.2
Risk Analysis Report of Balasore POL Depot
Page 31
Consequence:
Tank no T9, HVLR control panel, administrative block shall be covered
within the LEL zone.
Mitigative Measure :
The facilities are mentioned above are to be cooled by water spray.
Risk Analysis Report of Balasore POL Depot
Page 32
Consequence output for Unconfined Vapour Cloud Explosion (UVCE) : Complete Containment Failure: Pipe line rupture while loading Tank Lorries @ 150 KL/hr for 15 mins.
METEROLOGICAL DATA CONSIDERED
Temperature( Min) 10° C/ 283° K Humidity( Maxm) 63% Atmospheric Stability Very stable- F Wind Velocity( Minm) 3 KMPH
Wind Direction ( larger vapour cloud) N/NW>S/SE
Surface Roughness( Open country side) 0.11
Pasquill Category F ( Very stable)
Damage distances from VCE at Gantry from spill of MS
Event No & Material Spilled
Meteorological Conditions ( max) Wind Speed 2 km/hr Stability F Amount in Explosive Limits (kg)
Damage Distance in meters Different Overpressure 0.3 bar 0.1 bar 0.03 bar 0.01 bar
1. Motor spirit 586 96.1 152.4 321.2 789.6
Risk Analysis Report of Balasore POL Depot
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Consequence & Mitigative Measure:
0.3 bar explosion zone shall cover HVLR, control room, sample room.
The panel and the sample will be subjected to major damage.
0.1 bar explosion zone shall cover the tank no T9 and part of the
administrative building, Fittings of the tank like valve and flanges will be
subjected to the minor damage.
0.03 bar explosion zone shall cover the the administrative building. Tank
no T4 and T5 and shall spread further beyond the boundary wall on the
northern side. Glass panes of the administrative building may break.
Glass panes of the building on the northern side beyond the boundary
wall will break.
0.01 bar explosive zone shall spread to an area having radius of 789.6
mts. Glasses of the buildings around the boundary wall are likely to
develop crack.
Risk Analysis Report of Balasore POL Depot
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SCENARIO - 2 VAPOUR CLOUD MODELING
Vapour cloud modeling on TLF Pump Discharge Pipeline Rupture: TLF Gantry
Specification considered 1. Product MS 2. Pipeline dia 150mm 3. Pump discharge 60 KL/H 4. Duration 300 Second
METEROLOGICAL DATA CONSIDERED Temperature( Min ) 10° C/ 283° K Humidity( Max) 63% Atmospheric Stability Very stable- F Wind Velocity( Min) 1 KMPH
Wind Direction ( larger vapour cloud) N/NW>S/SE Surface Roughness( Open country side) 0.11
Pasquill Category F ( Very stable)
Dispersion outputs for spill of MS at TLF Gantry
Event No
Material Spilled
Release mode Duration
Evaporation/ Dispersion Rate
Distance up to LFL
Distance up to UFL
14000 ppm 76000 ppm S
(kg/s) DW CW DW CW
1 Motor spirit
Continuous 300 3.2 12.8 8.4 1.9 2.5
Risk Analysis Report of Balasore POL Depot
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Consequence:
In case of ignition LEL which extends to 8.4 mts covers the entire gantry.
Mitigative Measure :
Pumping to TLF and filling trucks is to be immediately stopped. Trucks
parked at the bay are to be removed to safer places.
Risk Analysis Report of Balasore POL Depot
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Consequence output for Unconfined Vapour Cloud Explosion (UVCE) : TLF Gantry: Pipe line rupture while loading Tank Lorries @ 60 KL/hr for 30 mins.
METEROLOGICAL DATA CONSIDERED
Temperature( Min) 10° C/ 283° K Humidity( Maxm) 63% Atmospheric Stability Very stable- F Wind Velocity( Minm) 3 KMPH
Wind Direction ( larger vapour cloud) N/NW>S/SE
Surface Roughness( Open country side) 0.11
Pasquill Category F ( Very stable)
Damage distances from VCE at Gantry from spill of MS
Event No & Material Spilled
Meteorological Conditions ( max) Wind Speed 2 km/hr Stability F Amount in Explosive Limits (kg)
Damage Distance in meters Different Overpressure 0.3 bar 0.1 bar 0.03 bar 0.01 bar
1. Motor spirit Quantity lor, Explosion unlikely
Consequence:
If leakage can be controlled within 30 minutes, VCE can be avoided
and consequent damage .
Risk Analysis Report of Balasore POL Depot
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SCENARIO: 3 (VAPOUR CLOUD MODELING)
1) Gasket failure in pump discharge line.
2) Failure area 25 % of the perimeter of gasket (equivalent to 1% area of pipe)
3) Duration of release 600 sec (10 mins ) Specification considered 1. Product MS 2. Pipeline dia 150 mm 3. Pump discharge 60 KL/H 4. Duration 600 Second 5. Pump discharge pressure 4Kg/cm2
METEROLOGICAL DATA CONSIDERED Temperature( Minm ) 10° C/ 283° K Humidity( Maxm) 63% Atmospheric Stability Very stable- F Wind Velocity( Minm) 1 KMPH
Wind Direction ( larger vapour cloud) N/NW>S/SE > SW/S
Surface Roughness( Open country side) 0.11
Pasquill Category F ( Very stable)
Dispersion distances leak from failure of gasket on pump discharge line
Event No
Material Spilled
Release mode
Spill Rate Evaporation/ Dispersion Rate
Distance up to LFL
Distance up to UFL
(kg/s) 14000 ppm 76000ppm
(kg/s) DW CW DW CW
1 Motor spirit Continuous 10.2 3.8 10 6 1.5 2.4
Risk Analysis Report of Balasore POL Depot
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Consequence:
In case of ignition LEL which extends to 10 mts covers the entire TLF
gantry.
Mitigative Measure :
Pumping of TLF and filling oil immediately stopped. Tank trucks are
moved to safer places.
Risk Analysis Report of Balasore POL Depot
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Consequence output for Unconfined Vapour Cloud Explosion (UVCE) : Tanker Pipeline Open Area: Pipe line rupture – Release time - 10 min @ 150 KL/hr ; failure area – 25%
METEROLOGICAL DATA CONSIDERED
Temperature( Minm ) 10° C/ 283° K Humidity( Maxm) 63% Atmospheric Stability Very stable- F Wind Velocity( Minm) 1 KMPH
Wind Direction ( larger vapour cloud) N/NW>S/SE
Surface Roughness( Open country side) 0.11
Pasquill Category F ( Very stable)
Damage distances from VCE at Gantry from spill of MS
Event No & Material Spilled
Meteorological Conditions ( max) Wind Speed 2 km/hr Stability F Amount in Explosive Limits (kg)
Damage Distance in meters ETHANOLr Different Overpressure 0.3 bar 0.1 bar 0.03 bar 0.01 bar
1. Motor spirit Quantity low Explotion unlikely
Consequence:
If leakage can be controlled within 10 minutes, VCE can be avoided
and consequent damage .
Risk Analysis Report of Balasore POL Depot
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9.5 REFERENCE / MODELS USED The calculations were conducted using OUTFLOW/ SOURCE STRENGTH
ESTIMATION and CONSEQUENCE models as per the Indian Standards IS
15656: 2006 HAZARD IDENTIFICATION & RISK ANALYSIS- CODE OF
PRACTICE and internationally accepted models and equations
9.5.1 POOL FIRE MODEL Guidelines for Evaluating the Characteristics of Vapour Cloud Explosions, Flash
fire and BLEVEs, (1994) by centre for Chemical Process Safety of the American
Institute of Chemical Engineers1, NY
9.5.2 Spill Model
Spreading and Evaporation
Shell SPILLS model (Fleischer-1980)
Guidelines for use of VAPOUR CLOUD DISPERSION MODELS by Hanna
and Drivas (1996) by Centre for Chemical Process safety of the American
Institute of Chemical Engineers1,NY
9.5.3 Vapour Cloud Explosion
Shock wave model
a) TNO, Methods for the Determination of Possible Damage (Green Book)
CPR 16E, 1st ed. (1992).
b) Hanna, S.R., Drivas, P.J.
Guidelines for use of Vapour Cloud Dispersion Models by S R Hanna and PJ
Drivas (1996) by Centre for Chemical Process Safety of the American Institute of
Chemical Engineers1,NY
Risk Analysis Report of Balasore POL Depot
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9.5.4 Dense Gas Modeling
Heavy gas dispersions based on Thorney Island Observations (1985)
Guidelines for use of Vapour Cloud Dispersion Models by S R Hanna and PJ
Drivas (1996) by Centre for Chemical Process Safety of the American Institute of
Chemical Engineers1,NY
9.5.5 Effects of Thermal Radiation
World Bank ( 1985) Manual of Industrial Hazard Assessment techniques Office of
Environmental and Scientific Affairs, World Bank, Washington, D.C.
9.5.6 Explosion Damages
Guidelines for Evaluating the Characteristics of Vapour Cloud Explosions, Flash
fire and BLEVEs, (1994) by centre for Chemical Process Safety of the American
Institute of Chemical Engineers1, NY
Risk Analysis Report of Balasore POL Depot
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9.6 ACTION DURING FIRE 9.6.1 Storage Tank in Fire
a) A fire burning at the vent will not normally flash back into tank and
explode, if the tank contains product since flame arresters are provided
b) Start cooling of tanks by using water sprinklers provided on tanks as
well as by wet jets.
c) Close all valves since any removal of product will result in air being
sucked inside, with the resultant flash back and explosion.
d) Close manhole covers of other tanks if they are open. Also stop loading /
Receipt of tank wagons, into / out of the tank since it will result in eviction
of vapour due to displacement and subsequent intensification of fire.
e) Use foam to extinguish fire. Small fire can be handled with portable fire
extinguishers.
f) Fire in tank will normally burn quietly till the oxygen is consumed unless
temperature of the product is allowed to increase uncontrolled. Hence
care must be taken to ensure that product temperature does not go high
by cooling with water sprinklers & jets. This also avoids possibility of tank
rupture due to hydrostatic pressure
g) When sufficient air vapour mixture is available inside the tank as in the
case during removal of products from tank on fire there is a distant
possibility of tank roof collapse or blow out. In such cases, immediate
action should be taken to ensure that the fire does not spread to other
Risk Analysis Report of Balasore POL Depot
Page 43
areas. If there is product spill to outside, foam should be used to cover
the same.
H) In such cases, foam should be pumped to inside the tank for blanketing
the fire and simultaneously taking action to cool the tank shell with water
and also removing the product by pumping it cut to some other tank.
i) Uncontrolled use of water on the burning product will result in product
spill over and spread of fire. In the case of heavy ends this will result in
boil over and frothing at the surface.
j) When heavy ends like HSD or FO burn, a layer of hot oil is formed below
the surface, which extends towards the bottom. Temperature of this layer
is of the order of 250° C to 300° C much above the boiling point of water.
When water turns into steam, it expands appx. 1600 times and this result
in boil over. The boil over may overflow the tank resulting in spreading of
fire. Hence, in such fire, cool down the tank by continuous water jet on
the tank shell, transfer the product to other tanks and judiciously use
foam to smoothen fire.
Risk Analysis Report of Balasore POL Depot
Page 44
9.6.2 Pool Fire at TLF Gantry.
A) Discharge DCP to prevent fire from spreading.
B) Shut down the pumps by cutting of power supply.
C) Remove any person who is working in the effected area.
D) Close the valves of either side to starve the fire close all tank wagon
valves and manifold valves.
E) Put foam on burning oil spills
F) Put foam on oil spills. Do not splash burning oil.
G) Use DCP or CO2 fire extinguisher on electrical fire.
H) Wet down the structure close to the fire with water
9.6.5 General
a) In case of F/R tanks, fires normally occur at F/R seats. Efforts should be
made to put foam in the correct place simultaneously cooling the tank
shell from outside
b) Incase of Oil spill the same should be blanketed with foam in order to
avoid contact with source of ignition.
c) Use DCP or CO2 fire extinguisher on Electrical fire.
d) Wet down structure close to the fire with water.
e) Discharge DCP to prevent fire from spreading.
f) In case flammable liquid pool due to containment failure, pipeline rupture
within the dyke area it is suggested to cover the flame with foam blanket.
Risk Analysis Report of Balasore POL Depot
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CHAPTER – X
RISKS AND FAILURE PROBABILITY
The term Risk involves the quantitative evaluation of likelihood of any
undesirable event as well as likelihood of harm of damage being caused to
life,property and environment. This harm or damage may only occur due to
sudden/accidental release of any hazardous material from the containment. This
sudden/accidental release of hazardous material can occur due to failure of
component systems. It is difficult to ascertain the failure probability of any system
because it will depend on the components of the system. Even if failure occurs,
the probability of fire and the extent of damage will depend on many factors like,
A) Quantity and physical properties of material released.
B) Source of ignition
C) Wind velocity and direction
D) Presence of population, properties etc nearly.
Failure frequency of different components like pipes, valves, instruments,
pressure vessels and other equipment manufactured in India are not available.
The statutory authority has tried to collect the information and form an
acceptable data bank to be used under Indian condition.
Failure frequency data for some components accepted in U.S.A and European
Countries are given Table
Risk Analysis Report of Balasore POL Depot
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TABLE FAILURE FREQUENCY DATA
Sl.No Item Failure Frequency / 106 years
1 Shell Failure a) Process/pressure vessel b) Pressurized Storage Vessel
3 1
2 Full Bore Vessel Connection Failure (Diameter MM) <25 40 50 80 100 >150
30 10 7.5 5 4 3
3 Full Bore Process Pipeline Failure D< 50mm 50<d<150mm D>150mm
0.3* 0.09* 0.03*
4 Articulated Loading / Unloading arm Failure
30 x 108 **
* Failure frequency expressed in (n/106 years) ** Failure frequency expressed in (hr of operation)
Risk Analysis Report of Balasore POL Depot
Page 1
CHAPTER – XI
RECOMMENDATIONS & CONCLUSIONS The recommendations & conclusions as revealed from Risk Analysis study
are as follows:
i) The individual Risk value of 1.0 E-6/ year as evident from the ISO
Risk contour is not always confined within the plant premises.
Hazard distances arrived from the consequence analysis also
reveals that in most of the cases hazard is not always confined
within the plant premises.
ii) Health check and maintenance of the equipment including
storage tanks and pipelines should be done at regular intervals
to avoid any major failure. History sheet of all major equipment
giving the details of fabrication data / design data to be
maintained.
iii) Instruments and trip interlocks should be checked and calibrated
at regular intervals to prevent any wrong signaling and
consequent failures.
iv) Fire fighting system as well as portable fire-fighting appliances
should be always kept in good working condition. Safety
appliances should be also checked and kept in good working
condition.
v) Mock Drills should be conducted at regular intervals.
Risk Analysis Report of Balasore POL Depot
Page 2
vi) To reduce the failure frequency due care has been taken in
design, construction, inspection and operation. Well-established
codes of practices have been followed for design, inspection and
construction of the facility.
vii) The Depot should be operated by experienced personnel trained
for operation of such facility and also in fire fighting. Safe operating
practice ( SOP) to be drawn and critical SOP to be displayed near
the TLF,TWG, Tankfarm, Pump house and manifold
viii) Smoking should be strictly prohibited inside the Depot.
ix) Non -sparking tools should be used for maintenance to avoid any
spark.
x) The storage tanks, pipelines and facilities in Tank Lorry Filling Shed
should be properly earthed to avoid accumulation of static
electricity. Bounding to be ensured for TLF, TWG, operation.
Tripping arrangement recommended in case of failure in earthing /
bounding system.
xi) Entry of personnel should be restricted inside the licensed area.
xii) A elaborate Disaster Control Management Plan containing a mutual
aid agreement should be drawn to meet major exigencies.
xiii) Two High Velocity Long Range (HVLR) monitors are to be
positioned for each tank farm area specially for MS, HSD & SKO
tank farm.2nos HVLRs are available,4 more should be provided.
Risk Analysis Report of Balasore POL Depot
Page 3
xiv) 2 No. Trolley Mounted Foam Monitors should be maintained in
order,
xv) Rim Seal protection system is to be maintained properly.
xvi) Failure data must be recorded.
xvii) Maintenance schedule is to be drawn and the same should be
strictly adhered to.
MATERIAL SAFETY DATA SHEET MOTOR SPRIT
1. Chemical Identification
Chemical Name : Petrol Chemical classification : Flammable Liquid Synonyms : Gasoline., Motor Sprit Trade name : Petrol Formula : Mixture of hydrocarbons C.A.S No. : 86290-81.5 U.N.No. : 1203. Shipping name : Gasoline , Petrol Regulated identification : Petrol Hazardous west ID No. : NA Hazchem No. : Class 3
Hazardous Ingredients C.A.S.No. : Gasoline 8006-61-9 Benzene 71-43-2 n-Hexan Trace 110-54-3.
2. Physical & Chemical data
Boiling Range / points : 30OC to 215Oc Physical state : Liquid Appearance : Colourless Melting / freezing points: 90OC to 75Oc Vapour Pressure : 300 to 600mm Hg @35OC Vapour Density (Air-1) : 3-4 Solubility in water : 1-100 PPm Specific Gravity water : 0.75-0.85 PH : NA
3. Fire and Explosion Hazards Data Flammability : Yes LEL : 1.4% Flash Point : < 23OC Auto ignition : 446OC TDG Flammability : Class 3 UEL : 7.6% Explosion Sensitivity to impact : Non sensitive to Mechanical Impact Explosion Sensitivity to Static Electricity : For vapors sensitivity exist Hazardous Combustion Products : Carbon monoxide, Nitrogen Oxide and other aromatic Hazardous Ploymerisation : N.A Combustible Liquid : Yes Explosive material : Yes Corrosive material : No Flammable material : Yes Oxidiser : NA Other : NA Pyrophoric material : NA Organic peroxide : NA
4. Reactivity Data
Chemical stability : Stable Incompatibility with other material : Oxidizers such peroxides, Nitric acid and Perchorates Hazardous Reaction Product : On fire it will be liberate some amount carbon monoxide, Nitrogen oxide and other aromatic hydrocarbons
5. Health Hazards Data
Routes of Entry : Inhalation , Skin absorption, ingestion Effects of Exposure Symptoms : Excessive inhalation vapors cause rapid breathing, excitability,
staggering ,headache, fatigue, nausea and vomiting, dizziness, drowsiness, narcosis convulsions, coma
Emergency Treatment : in case of contract with Skin flush with fresh with fresh water , remove containment clothing, in case of excessive inhalation move the victim to fresh air, obtain medical assistance.
TLV (ACGIH) : 300 PPm STEL : 500 PPm Permissible Exposure Limit : L.D50 ( Oral –Rat) : 13.6 g/Kg L.C50( Rat for 4 hrs) 43g/M3
NFPA Hazards Health Flammability Stability Special Signals 0 3 0 -
6. Preventive measures Personal Protective equipment : Gloves, Eye protection preferred
Handling and storage Precautions : Eliminate all sources of ignition at storage, ensure good ventilation, ground and bond the containners
7. Emergency and First aid measures
Fire Fire Extinguishing media : Foam. CO2, Dry Chemical Powder. Water may be used to cool fire exposed containers
Fire Special procedures : Shut off leak, if safe to do so,. Keep non –involved people away from spill site. Issue warning “ FLAMMABLE” . Eliminate all sources all sources of ignition.
Unusual Hazards : Vapor heavier than Air it will spread along the the ground and collect in sewer. ExposureFirst Aid measures : Skin contact ; in case of contact with Skin flush with fresh water, remove containment clothing
Inhalation: in case of excessive inhalation move the victim to fresh air, If problem in breathing give artificial respiration; give oxygen obtain medical assistance
Ingestion : Give water to conscious victim to drink; do not induce vomiting.
Antidotes/Dosages : NA
Spills Steps to be taken : Shut off leak , if safe to do so, Keep non – Involved people away from spillage site.
Eliminate all sources of ignition. Prevent spill entering in to sewers, for Major spillage contact emergency services.
Waste disposal Method : NA
MATERIAL SAFETY DATA SHEET HIGH SPEED DIESEL
1. Chemical Identification
Chemical Name : Diesel Oil Chemical classification : Flammable Liquid Synonyms : Automotive Diesel Oil Trade name : HSD Formula : Mixture of hydrocarbons C.A.S No. : 8052-41-3 U.N.No. : 1202. Shipping name : HSD Regulated identification : HSD Hazardous west ID No. : NA Hazchem No. : Class 3
Hazardous Ingredients C.A.S.No. : Benzene Trace 71-43-2 Naphthalene Trace 91-20-3 Sulphur Trace 7704-34-9
2. Physical & Chemical data
Boiling Range / points : 215OC to 376Oc Physical state : Liquid Appearance : Light brown Melting / freezing points: 18OC to 46Oc Vapour Pressure : 2.12 to 26mm Hg @38OC Vapour Density (Air-1) : 3-5 Solubility in water : 30 PPm Specific Gravity water : 0.81-0.91 PH : NA
3. Fire and Explosion Hazards Data Flammability : Yes LEL : 0.6% Flash Point : 32OC Auto ignition : 225OC TDG Flammability : Class 3 UEL : 6% Flash Point : Explosion Sensitivity to impact : Non sensitive to Mechanical Impact Explosion Sensitivity to Static Electricity : For vapors sensitivity exist Hazardous Combustion Products : Carbon monoxide, Nitrogen Oxide and other aromatic hydrocarbons Hazardous Ploymerisation : N.A Combustible Liquid : Yes Explosive material : Yes Corrosive material : No Flammable material : Yes Oxidiser : NA Other : NA Pyrophoric material : NA Organic peroxide : NA
4. Reactivity Data
Chemical stability : Stable Incompatibility with other material : Oxidizers such peroxides, Nitric acid and Perchorates Hazardous Reaction Products : On fire it will be liberate some amount carbon monoxide,
Sulphur dioxide Nitrogen Oxide and other aromatic hydrocarbons
5. Health Hazards Data
Routes of Entry : Inhalation , Skin absorption, ingestion Effects of Exposure Symptoms : Excessive inhalation vapors cause rapid breathing, excitability,
staggering ,headache, fatigue, nausea and vomiting, dizziness, drowsiness, narcosis convulsions, coma
Emergency Treatment : in case of eye or Skin contract fresh with plenty of fresh water , remove containment clothing, in case of excessive inhalation move the victim to fresh air, obtain medical assistance.
TLV (ACGIH) : 800 PPm STEL : 500 PPm Permissible Exposure Limit : L.D50 ( Oral –Rat) : 5 g/Kg L.C50( Rat for 4 hrs) 5g/M3
NFPA Hazards Health Flammability Stability Special Signals 1 2 0 -
6. Preventive measures Personal Protective equipment : Canister type gas mask. PVC or Rubber. Goggles giving
complete protection to eyes. Eye wash fountain with safety. Handling and storage Precautions : Do not expose to heat and naked lights, keep containers and
valves closed when not in use. 7. Emergency and First aid measures
Fire Fire Extinguishing media : Foam. CO2, Dry Chemical Powder. Water may be used to cool fire exposed containers
Fire Special procedures : Shut off leak, if safe to do so,. Keep non –involved people away from spill site. Eliminate all sources all sources of ignition.
Unusual Hazards : It will spread along the ground and collect in sewers Exposure First Aid measures : Skin contact ; in case of contact with Skin flush with fresh water, remove containment clothing Inhalation: in case of excessive inhalation move
the victim to fresh air, If problem in breathing give artificial respiration; give oxygen obtain medical assistance Ingestion : Give water to conscious victim to drink; do not induce vomiting.
Antidotes/Dosages : NA
Spills Steps to be taken : Shut off leak , if safe to do so, Keep non – Involved people away from spillage site.
Eliminate all sources of ignition. Prevent spill entering in to sewers, for Major spillage contact emergency services.
Waste disposal Method : NA
MATERIAL SAFETY DATA SHEET SUPERIOR KEROSENE OIL
1. Chemical Identification
Chemical Name : Kerosene Chemical classification : Flammable Liquid Synonyms : Superior Kerosene Oil Trade name : SKO Formula : Mixture of hydrocarbons C.A.S No. : 8008-20-6 U.N.No. : 1223 Shipping name : SKO Regulated identification : SKO Hazardous west ID No. : 17 Hazchem No. : Class 3
Hazardous Ingredients C.A.S.No. : Benzene 100-41-4 Naphthalene Trace 91-20-3
2. Physical & Chemical data
Boiling Range / points : 300OC to 570Oc Physical state : Liquid Appearance : Colourless Melting / freezing points: 18OC to 46Oc Vapour Pressure : 0.50mm Hg Vapour Density (Air-1) : >1 Solubility in water : <0.1% Specific Gravity water : 0.78-0.84 PH : NA
3. Fire and Explosion Hazards Data Flammability : Yes LEL : 0.7% Flash Point : 32OC Auto ignition : 225OC TDG Flammability : Class 3 UEL : 5% Flash Point : Explosion Sensitivity to impact : Non sensitive to Mechanical Impact Explosion Sensitivity to Static Electricity : For vapors sensitivity exist Hazardous Combustion Products : Carbon monoxide, Nitrogen Oxide and other aromatic hydrocarbons Hazardous Ploymerisation : N.A Combustible Liquid : Yes Explosive material : Yes Corrosive material : No Flammable material : Yes Oxidiser : NA Other : NA Pyrophoric material : NA Organic peroxide : NA
4. Reactivity Data
Chemical stability : Stable Incompatibility with other material : Oxidizers such peroxides, Nitric acid and Perchorates Hazardous Reaction Products : On fire it will be liberate some amount carbon monoxide,
Sulphur dioxide Nitrogen Oxide and other aromatic hydrocarbons
5. Health Hazards Data
Routes of Entry : Inhalation , Skin absorption, ingestion Effects of Exposure Symptoms : Excessive inhalation vapors cause rapid breathing, excitability,
staggering ,headache, fatigue, nausea and vomiting, dizziness, drowsiness, narcosis convulsions, coma
Emergency Treatment : in case of eye or Skin contract fresh with plenty of fresh water , remove containment clothing, in case of excessive inhalation move the victim to fresh air, obtain medical assistance.
TLV (ACGIH) : 800 PPm STEL : 500 PPm Permissible Exposure Limit : L.D50 ( Oral –Rat) : 5 g/Kg L.C50 : >340 mg/m3/1H NFPA Hazards Health Flammability Stability Special Signals 0 2 0 -
6. Preventive measures Personal Protective equipment : Canister type gas mask. PVC or Rubber. Goggles giving
complete protection to eyes. Eye wash fountain with safety. Handling and storage Precautions : Do not expose to heat and naked lights, keep containers and
valves closed when not in use. 7. Emergency and First aid measures
Fire Fire Extinguishing media : Foam. CO2, Dry Chemical Powder. Water may be used to cool fire exposed containers
Fire Special procedures : Shut off leak, if safe to do so,. Keep non –involved people away from spill site. Eliminate all sources all sources of ignition.
Unusual Hazards : It will spread along the ground and collect in sewers Exposure First Aid measures : Skin contact ; in case of contact with Skin flush with fresh water, remove containment clothing Inhalation: in case of excessive inhalation move
the victim to fresh air, If problem in breathing give artificial respiration; give oxygen obtain medical assistance Ingestion : Give water to conscious victim to drink; do not induce vomiting.
Antidotes/Dosages : NA
Spills Steps to be taken : Shut off leak , if safe to do so, Keep non – Involved people away from spillage site.
Eliminate all sources of ignition. Prevent spill entering in to sewers, for Major spillage contact emergency services.
Waste disposal Method : NA
MATERIAL SAFETY DATA SHEET ETHANOL
1. Chemical Identification
Chemical Name : Ethyl Alcohol Chemical classification : Flammable Liquid Synonyms : Ethanol Trade name : Formula : Mixture C.A.S No. : U.N.No. : 1170. Regulated identification : Petrol Hazardous west ID No. : NA Hazchem No. : Class 3
Hazardous Ingredients C.A.S.No. : Water 7732-18-5
Ethyl Alcohol 64-17-5
2. Physical & Chemical data
Boiling Range / points : 78.5OC Physical state : Liquid Appearance : Colourless Melting / freezing points: -114.1OC Vapour Pressure : 5.7 kPa Vapour Density (Air-1) : 1.59 Solubility in water : 1-100 PPm Specific Gravity water : 0.8 PH : NA
3. Fire and Explosion Hazards Data Flammability : Yes LEL : 3.3% Flash Point : 18.5OC Auto ignition : 363OC TDG Flammability : Class 3 UEL : 19% Explosion Sensitivity to impact : Non sensitive to Mechanical Impact Explosion Sensitivity to Static Electricity : For vapors sensitivity exist Hazardous Combustion Products : Carbon monoxide, Nitrogen Oxide and other aromatic Hazardous Ploymerisation : N.A Combustible Liquid : Yes Explosive material : Yes Corrosive material : No Flammable material : Yes Oxidiser : NA Other : NA Pyrophoric material : NA Organic peroxide : NA
4. Reactivity Data
Chemical stability : Stable Incompatibility with other material : Oxidizers such peroxides, Nitric acid and Perchorates Hazardous Reaction Product : On fire it will be liberate some amount carbon monoxide, Nitrogen oxide and other aromatic hydrocarbons
5. Health Hazards Data
Routes of Entry : Inhalation , Skin absorption, ingestion Effects of Exposure Symptoms : Excessive inhalation vapors cause rapid breathing, excitability,
staggering ,headache, fatigue, nausea and vomiting, dizziness, drowsiness, narcosis convulsions, coma
Emergency Treatment : in case of contract with Skin flush with fresh with fresh water , remove containment clothing, in case of excessive inhalation move the victim to fresh air, obtain medical assistance.
NFPA Hazards Health Flammability Stability Special Signals 2 3 0 -
6. Preventive measures Personal Protective equipment : Gloves, Eye protection preferred
Handling and storage Precautions : Eliminate all sources of ignition at storage, ensure good ventilation, ground and bond the containers
7. Emergency and First aid measures
Fire Fire Extinguishing media : Foam. CO2, Dry Chemical Powder. Water may be used to cool fire exposed containers
Fire Special procedures : Shut off leak, if safe to do so,. Keep non –involved people away from spill site. Issue warning “ FLAMMABLE” . Eliminate all sources all sources of ignition.
Unusual Hazards : Vapor heavier than Air it will spread along the the ground and collect in sewer. Exposure First Aid measures : Skin contact ; in case of contact with Skin flush with fresh water, remove containment clothing Inhalation: in case of excessive inhalation move
the victim to fresh air, If problem in breathing give artificial respiration; give oxygen obtain medical assistance Ingestion : Do NOT induce vomiting unless directed to do so by medical personnel. Never give anything by mouth to an unconscious person. Loosen tight clothing such as a collar, tie, belt or waistband. Get medical attention if symptoms appear Eyes : Immediately flush eyes with plenty of water for at least 15 minutes, occasionally lifting the upper and lower eyelids.Get medical aid. Gently lift eyelids and flush continuously with water
Antidotes/Dosages : NA
SpillsSteps to be taken : Flammable liquid. Keep away from heat. Keep away from sources of ignition. Stop leak if without risk. Absorb with DRY earth,sand or other non-combustible material. Do not touch spilled material. Prevent entry into sewers, basements or confined areas; dike if needed. Be careful that the product is not present at a concentration level above TLV. Check TLV on the MSDSand with local authorities
Waste disposal Method : NA