G.K. Hodjaeva
research associate of Geoecological Studies Scientific Laboratory of Nizhnevartovsk State Humanities
University
INDUSTRIAL SAFETY ASSURANCE IN MAIN OIL
pipeline OPERATION
Keywords: pipelines,
safety, emergencies, damage, risk
ABSTRACT.
This Article highlights main pipelines’ safety, gives
potential emergency rusk assessment in Nizhnevartovsk district intrafield
pipelines and presents the distribution of random number of emergencies per
month and per day in accordance with Poisson’s law.
Oil-pipeline
system in the Russian Federation fuel and energy system. Length of main oil
pipelines in Russia is nearly 50,000 km. [4]. Key elements include pipelines,
pump stations, and
tank farms. Oil movement in the pipeline
is 10-12 km/h. Main oil pipeline nomenclature includes 387
oil-pumping stations, tank farms with the total capacity of 17 million cubic
metres.
Main oil pipelines are long structures, their routes cross forests, tundra
areas, rivers, lakes, bogs, ditches, railways and motorways, underground
utilities lines and other natural barriers.
Oil and oil-products pipeline transport is accompanied by emergencies
related to pipeline ruptures and oil and oil-products spills resulting from
pipes’ corrosion, non-observance of performance characteristics in construction
and operation, foundations’ destruction etc. Pipeline emergencies result in
severe environmental consequences – long-standing soil and water-reservoirs’
pollutions [3].
To ensure integrity, safety and establish normal operation conditions
“Rules of Main Pipelines Protection” were implemented. As per these Rules the
so-called safeguard zone is set up as a strip of land limited by the lines
passing 25 meters from the pipeline axis in each side. It is intended for staff
access and inspection walk-around along the pipeline route as well as for
performing works related to the pipeline availability assurance [5].
Age structure of
the oil pipeline facilities’ fixed assets demonstrates their substantial
depreciation [4]. Most often emergency oil spillovers result for field
pipelines’ leaks.
In 2006 [7] at the district oil-field networks 4718 oil/oily
mixture/mineralized water spillovers were registered, including 2294 emergencies
in the pipelines and 2424 in the water conduits. As a result, contamination
area made 279.3 hectares, environments emissions amounted to 19.9 ktons
pollutants.
Most of the pipeline emergencies result from pipe corrosion – on average
98%, construction and engineering defects; pipeline mechanical damage cause
1-2% of emergencies [10, p.56-59].
Climate changes also impact the pipeline condition. Ambient air
temperature changes cause temperature changes of the soil in which the pipeline
is laid. During the soils’ freezing and thawing these changes sometimes result
in the pipeline destruction. Frozen wet grounds when thawing settle down
significantly as a result of both soil compaction and reduced shear strength,
hereby the more clay particles there are in the soil, the smaller is its shear
resistance [5]. The non-uniform soil settlement resulting from the pipe weight
bends the pipeline. Additional bending stresses in the pipeline accompanied by
other unfavorable factors (like poor welding quality) usually results in the joints’
structural failures.
The main safety
problem in oil and gas industry facilities’ still is low renewal rates of
depreciated and obsolete equipment as well as lack of reliable automatic
control and telemetric systems in the industry [6].
The equipment depreciation causes enhanced emergency and failure risk which,
in its turn, results in moral losses, injuries and fatalities.
The main reason of fatalities in main
pipeline facilities is gross violation of industrial safety rules by the
companies’ management and staff during pipeline and equipment operation, maintenance
and turnarounds.
Most typical industrial safety violations
in main pipeline facilities are:
- non-observance of safeguard zones and
minimum admissible distances to main pipeline facilities
- pipeline sections’ floodwater erosions
and denudations in short pipelines
- main pipeline the pipe burial depth
below the design values
- admission
of unskilled staff to
unsupervised work
- insufficient protection of the facilities against possible mechanical
damage and acts of terrorism [2].
A key facility reliability
indicator is no-failure operation probability P(t) in some time interval or reliability function. Function Q(t) =1-P(t), complementing P(t) to one and characterizing failure
probability is a function of emergency (injury and/or damage) risk [1].
Damage evaluation
is an essential component of industrial safety regulation, including industrial
safety declaration and hazardous facilities’ insurance, because the solution to
the emergency consequences’ mitigation (probability reduction) problem requires
qualitative evaluation [5]. Quantitative determination of emergency damage in
hazardous production facilities is the foundation for the emergencies
accounting and registration based on unified economic indicators and efficiency
analysis of the activities aimed at reducing emergency damage, people and
environment safety assurance.
Emergencies’
forecasting is possible based on elementary statistics and discrete
distribution of Poisson’s law frequently applied to rate events and natural
phenomena. Such events make a sequence of events conventionally called a flow
of events [9]. Suchlike data are
of interest in making emergency risk mitigation decisions at the facilities.
Table 1 gives the
assessment of the potential emergency risk for different intervals (day, month, year, 2, 5, 10 years) in the
intrafield oil pipelines of Nizhnevartovsk district (total length – 21,000 km).
The calculation results show that emergency accidence function values increases
with the time.
Table 1.
Emergency Accidence
Function values
within τ period
τ |
1 day |
1 month |
3 months |
6 months |
1 year |
2 years |
5 years |
10 years |
|
0 |
0.005 |
0.015 |
0.029 |
0.058 |
0.113 |
0.259 |
0.451 |
Fig. 1 shows the
distribution of random number of emergencies per month (a) and per day (b) as
per Poisson’s law. The analysis shows [8], that most probable number of
emergencies per month is equal to 100 and similar per-day number is 3. Maximum
expected number of emergencies per day does not exceed ten.
а) |
b) |
Fig. 1. Distribution of Random Number of Emergencies per Month (a) and
per Day (b) as per Poisson’s Law
The main
accidence rate reduction activities are:
- laying corrosion-proof
pipelines
- corrosion inhibitors’
application
- pipeline
diagnosis with subsequent emergency sections’ replacement
- pipeline ground
and electromechanical protection.
In order
to ensure safe operation of oil-pumping stations and oil-storage depots, master
plan layout and elevations of the buildings and structures under design [4] must
be made observing fire-safety gaps, fire and explosion safety areas, laying
process networks’ corridors based on transport communications as well as
construction and maintenance conditions.
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