Hazard assessments are carried out progressively during the execution of any hydrocarbon project. The establishment of the nature and realistic size of the possible hazardous events to which the facilities could be exposed is fundamental to the Hazard assessments. These are established by conducting studies of the abnormal loads that could be placed on the facilities by the occurrence of a hazardous event and are called design accidental loads (DALs), which are established based on assessment of fire and explosion loads to which critical equipment and structures should be designed. Typically, design accidental loads include the following: fire loads, extreme low temperature loads, explosion loads and dropped object loads. Risk reduction is achieved by identification of the hazards and risks, development of design changes and/or material substitutions to eliminate, control or minimize
 Buildings which are seldom occupied – including but not limited to electrical substations, remote instrument buildings or modules analyzer houses, smoking pens, unmanned storerooms, rest rooms, etc., – are not usually classified as “normally occupied buildings.”
 Buildings which are only occupied for part of the working day, such as local operator shelters, change houses, locker rooms, mess rooms, dining rooms, meeting rooms, rooms used for issuing work permits, rooms for conducting training sessions, etc., should be classified as “normally occupied buildings.”
them, making the design changes required, evaluating the effects of the design changes, and making further revisions as necessary to achieve the required risk reduction. Many design features can provide risk reduction to life, assets and environment, by reducing the risk of escalation of hazardous events. Typical of these are cooling water sprays on equipment, passive fire protection on critical structures layout, and relative spacing of buildings and production facilities. The primary means for controlling fire for upstream facilities will be by automatic detection of fire, process isolation, safety shutdown (with depressurizing facilities available), together with passive or active fire protection. Active protection systems are autonomous after manual initiation. The primary action of personnel in case of a fire emergency is to move to an area of safety and/or escape. Manual intervention, such as application of firewater from monitors may be used as supplementary protection. However, design of systems and equipment for fire protection will be based on the premise that there will be no trained fire brigade in any of the upstream facilities, and operators will attempt to extinguish fires only at the incipient stage. For this purpose, hand-held fire extinguishers are made available. In some locations, with the agreement of operations personnel, live hose reels are provided for early fire protection. Others, such as temporary refuges, and personal protective equipment, are directed solely towards life safety (while preference is given to design features that can provide broad protection, their cost of implementation will be evaluated to ensure that they are reasonably practical over the facility’s lifecycle).
Strategy to Design
Hazardous events usually occur either as the result of a combination of unusual circumstances, occurring simultaneously, or by allowing the escalation of a series of minor events, none of which is, by itself, a major hazard. Therefore, the installation is designed in a robust manner to detect conditions which could lead to hazardous situations, and to rapidly, automatically apply, or allow the application of, corrective measures. Similarly, consideration is given to the design of escape facilities to prevent their obstruction or impairment by hazardous events.
A. Facility Layout
The design of the layout of the facilities is carried out to comply with recommended spacing within operating facilities as per the prevailing industry standards. Spacing may be modified to accommodate the results of the gas dispersion, fire radiation and blast overpressure studies, as necessary to achieve the required risk reduction. Normally manned areas, such as control centers, are not located where they can become engulfed in flammable vapors or liquids, exposed to excessive thermal radiation, or where they could be exposed to blast overpressures in excess of their design loads.
B. Minimization of Accidental Release & Ignition
The process design is carried out such that releases are minimized, using the smallest vessel and tank sizes consistent with separation and stabilization requirements, and ensuring that the design of plant, structures and piping complies with recognized applicable codes and standards. The probability of the ignition of accidental releases of flammable and combustible materials is minimized by plant layout, separating areas of potential release from potential ignition sources, and by the application of hazardous area classification rules. Local equipment rooms/E-house/MCC and control rooms should not be in, or share a boundary with, any hazardous area.
C. Fire Protection
The design of the comprehensive fire and gas detection system is carried out in compliance with international codes and standards as well as local regulation of the project jurisdiction. The selection of the type of fire and gas detection system to be used is based on assessment of the nature of the mitigated risk. Detection of an accidental release of process fluids or fire initiates a dedicated alarm, and automatically places active fire protection systems on standby, or automatically activates them. Both passive and active fire protection techniques will be used, as appropriate for the specific hazards. Passive protection is achieved by providing fireproofing for the facilities. Active fire protection is achieved by providing firewater systems and devices for facilities. Provision is made for first line firefighting by the supply of hand-held fire-fighting equipment, e.g., portable fire extinguishers and fire blankets, as appropriate for the local hazards.
D. Firewater Pump and Distribution
Firewater pumps are designed in compliance with NFPA 20. The main firewater duty pump starts automatically upon low ring main pressure and by signal (manual switch) from the control system. A jockey pump maintains the required ring main pressure in normal operation. The other pumps start automatically or manually. The firewater is supplied by two separate 100% systems, each comprising an arrangement such as 1 x 100%, or 2 x 50% diesel driven firewater pumps. The firewater pumps for the two separate systems are separated sufficiently for major maintenance work to be carried out on either pump without impeding operation of the other. Alternate arrangements, such as 3 x 33% diesel driven pumps, which provide two separate 100% capacity systems, are also considered. The use of an electrically driven pump to supply 50% of the total capacity may be allowed, subject to consideration of the integrity of the electrical supply to the pumps under fire conditions, and to approval by the owner’s engineer. The firewater ring main is designed to distribute firewater for firefighting from the firewater supply system(s) to the firewater application system(s) and device(s) at the facility. The firewater ring main is designed per NFPA 24.
E. Pressure Relief (Flare and Vapor Disposal)
An independent layer of overpressure protection is provided, in the form of pressure relief valves, discharging either to the flare, or to a local vent to a safe disposal area. API RP 520 PT I, API RP 520 PT II, API RP 521, API STD 2000, as applicable, are followed in the design of pressure-relieving, depressurizing, and flaring and venting devices and systems. It operates entirely independently of the safety instrumented system (SIS), and of any other facility protection system. Its purpose is to limit the maximum pressure to which any part of the facility can be exposed, under the worst perceived operational conditions. Vents are located such that harmful levels of vent gasses are not experienced in manned locations, and such that gas detectors are not initiated in low wind conditions such that the concentration of vapors from a vent not reach 25% of lower flammable limit (LFL) at any part of the facility under the worst condition of flow and weather.
F. Open and Closed Drains
A system of open and closed drains, connecting to appropriate containment or disposal facilities, minimizes and controls the spread of process leakage and spills, and for the disposal of both clean and contaminated surface water. Liquid losses from the storage tanks, such as diesel storage tanks, are contained in impervious bunds, sized for containment of 110% of the largest tank volume that could be released into the bund. Provisions are normally made for drainage of water collected in these. The primary consideration of bund drainage is that there will be no overflow of collected liquids from the bunds under the design worst-case storm inundation conditions. In the case of oily or other water immiscible liquids, water will be drained into the non-hazardous open drain system from the bottom of the bunds during storm inundation, to prevent overflow.
The purpose of area classification is to ensure that appropriate equipment is designed/selected for the various areas; ignition areas are identified and segregated from leakage sources; air inlets and air/exhaust outlets are properly arranged; the extent of flammable gas envelopes from vents are properly identified; life saving appliances, emergency control points, etc., are located in safe areas. Administrative and support buildings, such as warehouses, offices, maintenance, control, instrument and electrical buildings, are to be located sufficiently remote from the hazardous areas.
Blast Protection of Buildings
Impact from vapor cloud explosions (VCE) is considered in the design of normally occupied buildings and critical operations buildings; plant equipment is not typically designed to withstand VCE effects. Buildings which are only occupied for part of the working day, such as local operator shelters, change houses, locker rooms, mess rooms, dining rooms, meeting rooms, rooms used for issuing work permits, rooms for conducting training sessions, etc., are classified as “normally occupied buildings” when one or more of the following criteria are met. API RP 752 provides examples of occupancy criteria that involve one or more of the following range of values:
Occupancy load, personnel hours/week
Peak occupancy, maximum number of people for a given period (example: one hour)
Individual occupancy, maximum percent of total time in building
Heating, ventilation and air conditioning (HVAC) systems are installed for buildings, and the building ventilation and air intakes are located well away from any source of flammable, toxic or exhaust gasses.
Hot and Cold Surfaces
Temperature on surfaces that can be reached from work areas, walkways, ladders stairs or other passageways are not to exceed 158°F or be below 14°F. Where necessary, insulation or shielding for personnel protection is provided by way of thermal insulation.
Requirements for the number and location of escape routes on the facilities are determined by project specific analysis. Areas in which escape could be impeded by factors, such as heat or smoke from a fire, are identified and documented. Such documentation includes description of the specific measures to be taken. The facilities normally maintain two independent means of egress from all operating areas where personnel may be present for routine operations and maintenance.
Escape/evacuation routes are as direct as possible, avoiding frequent changes of direction. Where changes in deck level are required, stairs or ramps are to be used rather than ladders. Dead leg areas over 16 feet long are provided with at least two exits leading to evacuation routes. Primary evacuation route clear passage width will be at least 5 feet. This dimension is maintained for any stairways in the evacuation route. The height will be at least 8 feet. The facilities normally maintain two independent means of egress from all operating areas where personnel may be present for routine operations and maintenance typically does not require protected escape routes.
Manual Alarm Call Points
Manual alarm call (MAC) points are located throughout the facility within 200 feet of any point within a process unit or module. This distance may need to be reduced if equipment congestion in the module increases travel times, at exit routes, especially on the floor landings of staircases, and at exits to open air. Manual alarm call points initiate audible and visual signals in a permanently manned location. Alarms indicate the area where the manual alarm call was initiated. MAC points are protected from inadvertent operation and are located to be easily operable from the level of the exit route on which they are situated by personnel wearing PPE
(gloves, etc.) and are clearly visible
Methods used to achieve the loss prevention objectives are chosen to avoid complex procedures that could lead to needless exposure of personnel to hazardous events. The safety of the facility requires that it be inspected and maintained, and that safety procedures are used and improved based on experience, to minimize the probability of occurrence of hazardous conditions. A formal hazard assessment is carried out progressively during the execution of the project. The circumstances of the design and construction activity may necessitate more specific, formal loss prevention studies to be performed and the findings of such studies are included in the final design.
 Lees, F.P. “Loss Prevention in the Process Industry.” (Butterworth Heinemann) Vol. 1: p. 527.
 Moorhouse, J. and Pritchard, m.j. i. Chem. E. Symposium Series, No. 71. Institution of Chemical Engineers, thermal radiation from large pool fires and fireballs, a literature review.
Nirmal Surendran Menon received his Bachelor of Engineering in Mechanical from Anna University, Tamil Nadu, India in 2005 and Master of Science in Project Management from National University of Singapore in 2010. He has more than 12 years of experience in EPC projects in the Oil/Gas/Petrochemical sector. He is currently working as Field Engineer in an LNG Liquefaction Project in Southwest Louisiana. His interests include pipeline system cleanliness and loss prevention in LNG liquefaction facilities as part of project execution.
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