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    In the early years of the oil industry, fire in astorage tank was a common occurrence. Virtuallyall products were stored in cone roof tanks built ofriveted steel plates and the roof was oftenconstructed with wood and tar coated paper.Tank fires were common especially after alightning storm. This costly experience graduallyled to improvements in better codes andguidelines for handling storage tank fires.Floating roof tanks were adopted for low flash

    point petroleum products and proved to be a mostreliable method of protection against losses due tofires. The less volatile products with higher flashpoints continue to be stored in welded steel coneroof tanks.

    As the frequency of fully involved storage tankfires decreases to a more acceptable level, thesize of fire, when it happens, becomes larger dueto the increase in tank size and capacity. It isquite common to see tanks with diameters in ex-cess of 328 ft. (100 meters) capable of storing amillion barrels of product

    One practical method to protect flammable liquidstorage tanks from fire is with a fixed or a semi-fixed foam fire protection system. Whenengineered, installed and maintained correctly,these systems will give many years of reliableservice. The foam system can be used for fireprevention, control or direct extinguishment of anyflammable or combustible liquid fire within thetank.

    In order to select the correct foam system, it isnecessary to understand the following systems:

    A Fixed System is a complete installation piped

    from a central foam station, discharging throughfixed discharge devices on the hazard being pro-tected. Foam proportioning components are per-manently installed.

    A Semi Fixed System is an installation where thehazard is equipped with fixed discharge device(s)which connect to piping that terminates a safe

    FIXED OR SEMI-FIXED

    FOAM FIRE PROTECTION

    SYSTEMS FOR STORAGE

    TANKS

    distance from the hazard. (Normally outside thedike wall.) Foam producing materials are trans-ported to the scene after the fire starts and areconnected to the piping.

    DEFINITIONS

    There are three major types of tanks commonlyused for the storage of combustible or flammableliquids.

    Cone roof tank

    Open top floating roof tank

    Internal floating roof tank/Covered FloatingRoof

    A Cone Roof Storage Tank has vertical sides

    and is equipped with a fixed cone-shaped roofthat is welded to the sides of the tank. Tanks thathave been designed in accordance with APIstandards have a weak seam at the joint wherethe roof and sides meet. In the event of aninternal explosion, the roof separates and blowsoff leaving the tank shell intact. This system

    allows the tank to retain its contents and anyresulting fire will involve the full surface of theexposed flammable liquid.

    An Open Top Floating Roof Storage Tank is

    similar to the cone roof tank in construction butwith the exception that it has no fixed roof. Apontoon type roof floats directly on the flammableliquid surface. This floating roof has a mechanicalshoe or tube seal attached to its full perimeter.The rim seal covers the space between thefloating roof and the tank shell ( side wall ).

    An Internal Floating Roof/Covered Floating

    Roof Storage Tank is a combination of both thecone roof and the open top floating roof tank.The tank has a cone roof but with the addition ofan internal floating roof or pan that floats directlyon the fuel surface. This type of tank can beidentified by the open vents in the tank side walls

    just beneath the roof joint. If the internal floatingroof is other than a steel double deck or pontoon

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    type, the fire protection system should bedesigned for full surface fires ( similar to cone rooftanks ). For the double deck or pontoon internalroofs of steel construction, a design for seal areaprotection shall be permitted (same as openfloating roof tanks).

    Small quantities of flammable liquids aresometimes stored in horizontal style tanks whichnormally sit on saddles or in underground storagefacilities. This section applies only to the threemajor types of tanks as listed above.

    IDENTIFY THE FLAMMABLE LIQUID

    There are two basic classifications of flammableand combustible liquids:

    Hydrocarbon ( non water miscible ) and Polar Solvent ( water miscible )

    The Hydrocarbon family typically consists ofstandard petroleum products such as - Gasoline,Kerosene, Diesel, Jet Fuel, Heptane, Crude Oiletc. products that do not mix with water.

    The Polar Solvent group typically consists of -Ethanol, Methanol, Ketone, Acetone etc. or pro-ducts that will mix readily with water.

    All Chemguard U.L. Listed and Standard GradeFoam Concentrates are suitable for use on

    Hydrocarbon fuel fires or spills.

    Only Chemguard U.L. Listed and Standard GradeUltraGuard 3% and the 3%-6% ( at 6% propor-tioning rate ) Alcohol Resistant - Aqueous FilmForming Foam ( AR-AFFF ) concentrates aresuitable for use on Polar Solvent Fuel fires orspills.

    NOTE: Pure MTBE is only slightly water miscible( approx. 4% - 6% ).

    FLAMMABLE AND COMBUSTIBLE LIQUIDS

    PER NFPA 11

    Flammable liquids mean any liquid having a flashpoint below 100

    o

    F ( 37.8o

    C ) and having a vaporpressure not exceeding 40 psi (276 kpa)(absolute)at 100

    o

    F ( 37.8o

    C ).

    Flammable Liquids are subdivided as follows:

    Class I liquids include those having flash pointsbelow 100

    o

    F ( 37.8o

    C ) and may be subdivided asfollows:

    (a) Class IA liquids include those having flashpoints below 73

    o

    F ( 22.8o

    C ) and having aboiling point below 100

    o

    F ( 37.8o

    C ).(b) Class IB liquids include those having flash

    points below 73o

    F ( 22.8o

    C ) and having aboiling point above 100oF ( 37.8

    o

    C ).(c) Class IC liquids include those having flash

    points at or above 73o

    F ( 22.8o

    C ) and below100

    o

    F ( 37.8o

    C ).

    Combustible Liquids mean any liquid having aflash point at or above 100

    o

    F ( 37.8o

    C ). They

    may be sub-divided as follows:

    (a) Class II liquids include those having flashpoints at or above 100

    o

    F ( 37.8o

    C ) andbelow 140

    o

    F ( 60o

    C ).(b) Class IIIA liquids include those having flash

    points at or above 140o

    F ( 60o

    C ) and below200

    o

    F ( 93.3o

    C ).(c) Class IIIB liquids include those having flash

    points at or above 200o

    F ( 93.3o

    C ).

    FIRE PROTECTION OF STORAGE TANKS

    U.L. has established two different types of foamdischarge outlets:

    Type II Discharge Outlet - A fixed device thatdelivers foam onto the burning liquid and partiallysubmerges the foam and produces restrictedagitation of the surface. Examples of this type ofdevice are Foam Chambers and Foam Makers.

    Type III Discharge Outlet - A fixed or portabledevice that delivers foam in a manner that causesthe foam to fall directly onto the surface of theburning liquid in such a manner that causesgeneral agitation. Examples of this type of deviceare Hose Stream Nozzles and Monitors.

    There are two basic methods of fire protectionsystems for storage tanks:

    Sub-surface Base Injection

    Over the Top - (Subdivided as follows)Foam ChambersFoam MakersPortable Foam MonitorFoam Tower

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    SUB-SURFACE BASE INJECTION

    The sub-surface method of fire protectionproduces foam with a "High Back Pressure FoamMaker" located outside the storage tank. Thissystem delivers the expanded foam mass throughpiping into the base of the tank. The pipe may bean existing product line or can be a dedicated fireprotection foam line. The expanded foam enteringthe tank through a discharge outlet is injected intothe flammable liquid. The discharge outlet mustbe a minimum of 1 ft. above any water that maybe present at the base of the tank. The foam willbe destroyed if injected into the water layer. Wheninjected into the fuel, the foam will rise through thefuel and form a vapor tight foam blanket on thefuel surface.

    Advantages of Sub-surface

    The rising foam can cause the fuel in the tankto circulate which can assist in cooling the fuelat the surface.

    If there is an explosion and fire that coulddamage the top of the tank, the sub-surfaceinjection system is not likely to suffer damage.

    The discharging foam is more efficientlydirected to the fuel surface without anyinterruption from the thermal updraft of thefire.

    Disadvantages of Sub-surface

    CANNOT be used in storage tanks containingpolar solvent type fuels or products thatrequire the use of AR-AFFF type foamconcentrates.

    Not Recommended for use in either FloatingRoof or Internal Floating Roof type tanks.

    Caution must be used so that the maximumfoam inlet velocity is not exceeded; otherwise,excessive fuel pickup by the foam as it entersthe tank will be experienced.

    Not to be used for protection of Class 1Ahydrocarbon liquids.

    HIGH BACK PRESSURE FOAM MAKER

    The HBPFM device is mounted in the foam lineused to aspirate the foam solution before it isdischarged into the storage tank base. It willtypically give an expansion ratio of between 2 -1

    and 4 - 1. The device is capable of dischargingagainst considerable back pressure which can beas high as 40% of the operating pressure. Theback pressure is an accumulation of the headpressure of the fuel inside the storage tank andany friction loss between the foam maker and thetank. A minimum of 100 psi inlet pressure into theHBPFM is normally required to ensure correctoperation. The foam velocity through the piping tothe tank from the HBPFM is very critical. Withflammable liquids, the foam velocity entering thetank should NOT exceed 10 ft. per second andwith combustible liquids the foam velocity shouldNOT exceed 20 ft. per second.

    The following chart shows the minimum dischargetimes and application rates for Sub-surfaceapplication:

    Hydrocarbon Minimum Minimum

    Type Fuel Discharge Application

    Time Rate

    Flash point between 100oF and 30 min. 0.10 gpm / ft.

    140oF (37.8oC and 93.3oC) 4.1 L/min./m

    Flash point below 100oF 55 min. 0.10 gpm / ft.

    (37.8oC) liquids heated above 4.1 L/min./m

    their flash points.

    Crude Petroleum 55 min. 0.10 gpm / ft.

    4.1 L/min./m

    NOTE: The maximum application rate shall be

    0.20 gpm / ft. ( 8.1 L/min./m ).

    FOAM CHAMBERSTYPE II DISCHARGE DEVICE

    The Foam Chamber is normally used on coneroof storage tanks. The chamber is bolted orwelded on the outside of the tank shell near theroof joint. A deflector is mounted on the inside ofthe tank so that the discharging foam from thefoam chamber will be diverted back against theinside of the tank wall.

    The foam chamber is mounted on the cone roofstorage tank wall shell in a vertical position just

    below the roof joint, or approximately 8" to 12"down from the roof joint to the center point of thefoam chamber outlet.

    In sequence Chemguard Models FC 2.2, 3, 4 and6 foam chambers are to be mounted from approx.8" to approx. 12" down from the roof joint.

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    When the foam chamber is mounted correctly, theinternal glass seal of the chamber will be justslightly higher in elevation than the roof joint onthe storage tank.

    Each foam chamber mounted on a cone roofstorage tank SHOULD have its own individuallyvalved riser supplying the foam solution fromoutside the dike area. For correct operation, aminimum of 40 psi is required at the inlet to thefoam chamber.

    FOAM MAKERSTYPE II DISCHARGE DEVICE

    The foam maker is normally used to aspirate foamsolution before being discharged inside a dike

    (bund) area or when used with external floatingroof tanks to supply foam to the rim seal area.

    The discharge pipe down stream of the foammaker is sized to slow the velocity of theexpanded foam and shaped to deflect the foamback against the inside of the dike wall or onto asplash board or the tank shell wall when used forfloating roof seal protection.

    The splash board is to be mounted above the topof the floating roof tank. The correct sizedischarge pipe from the foam maker should beinstalled per the information supplied in the dikeprotection system design information.

    When mounted on a storage tank or used in adike protection system, the foam maker can bemounted in either a horizontal or vertical position

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    Discharge device - Foam Chamber, Qty. 4required

    Discharge Duration - 55 min. 1,767.2 x 55 =

    97,196 gallons of foam solution x .03 =2,915.88 gallons of 3% AFFF concentraterequired.

    Supplementary Hose Lines required ( Per NFPA11) - Qty. 3 required ( each minimum 50 gpm ) (Tank dia. over 120 ft. )

    Hose Line discharge duration ( Per NFPA 11) -30 min. ( Tank dia. over 95 ft. ) 3 x 50 = 150 x30 = 4,500 gallons of foam solution x .03 =135 gallons of 3% AFFF. 3,051 (135 + 2,916)gallons of foam concentrate required.

    A suitable bill of materials of major components

    for the above system using a bladder tank couldbe.

    1 x 3,200 Gallon horizontal style bladder tank.

    1 x 6" Between flange style ratio controller.

    4 x Model FC6 foam chambers each with aflow rate of 395 to 1,050 gpm depending onincoming pressure.

    1 x 2 1/2" Threaded type ratio controller (Forsupplementary system).

    3 x 50 gpm handline nozzles.

    foam concentrate.

    NOTE:

    This chart identifies the number of Foam Cham-bers required for the protection of a flammableliquid contained in a vertical cone roof atmos-pheric storage tank where the discharge device isattached to the tank. Where two or more outletsare required, the outlets are to be equally spacedaround the tank periphery and each outlet is to besized to deliver foam at approximately the samerate.

    Tank Diameter Meters Minimum Number(or equivalent of discharge

    area) outlets

    Up to 80 ft. 24 1Over 80 to 120 24 to 36 2Over 120 to 140 36 to 42 3Over 140 to 160 42 to 48 4Over 160 to 180 48 to 54 5Over 180 to 200 54 to 60 6

    It is suggested that for tanks above 200 ft. (60 m)in diameter at least one additional discharge outletbe added for each additional 5,000 sq. ft. ( 465sq. m. ) of liquid surface or fractional part.

    This chart indicates the number of SUPPLE-MENTARY hose streams required for various sizetanks. Each hose stream must be capable of aminimum flow rate of 50 gpm of foam solution.

    Diameter of Largest Minimum Number ofTank Hose Streams Required

    Up to 65 ft. ( 19.5 m ) 165 to 120 ft. ( 19.5 to 36 m ) 2Over 120 ft. ( 36 m ) 3

    This chart shows the Minimum discharge time andapplication rate for Type II fixed foam discharge

    devices on Cone Roof storage tanks.

    Hydrocarbon Application Discharge

    Type Rate Time

    Flash point between 0.10 gpm/ft . 30 min.

    100o

    F and 140o

    F (4.1 L/min./m)

    (37.8o

    C and 93.3o

    C)

    Flash point below 100o

    F 0.10 gpm/ft. 55 min.

    (37.8o

    C) or liquids heated (4.1 L/min./m)

    above their flash points

    Crude Petroleum 0.10 gpm/ft. 55 min.

    (4.1 L/min./m)

    Flammable liquids having a boiling point of lessthan 100

    o

    F might require higher rates ofapplication. These should be determined bytest.

    For high-viscosity liquids heated above 200o

    F,lower initial rates of application of foam may bedesirable to minimize frothing and thesubsequent expulsion of the stored liquid fromthe storage tank. Good judgment should beused in applying foams to tanks containing hotoils, burning asphalts or burning liquids thathave boiling points above the boiling point ofwater.

    The above table includes Gasohols andunleaded gasolines containing no more than10% oxygenated additives by volume. Wherethese additives exceed 10% by volume orwhere the flammable liquid is a polar solvent orwater miscible product, fire protection isnormally supplied by the AR-AFFF type foamconcentrates. In those instances check with

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Chemguard to establish recommended appli-cation rates. The minimum discharge durationis 55 min.

    The following chart indicates the minimumoperating time of the supplementary hosestream(s) for various size tanks.

    Diameter of Largest Minimum OperatingTank Time

    Up to 35 ft. ( 10.5 m ) 10 min.35 to 95 ft. ( 10.5 to 28.5 m ) 20 min.Over 95 ft. ( 28.5 m ) 30 min.

    Equipment List using a Foam Pump Skid Assy.for a 150 ft. dia. tank containing gasoline.

    1 x Atmospheric Foam Concentrate StorageTank 3,100 Gallons

    1 x Electric powered Foam Pump Proportioningskid with prepiped 6" ratio controller ( FoamChambers ) and prepiped 2 1/2" ratiocontroller ( Supplementary Hose Lines )

    4 x Model FC4 or FC6 Foam Chambers

    3 x 50 gpm Hand Line nozzles

    3,051 x Gallons 3% AFFF ( plus any additionalfor testing of the system )

    NOTE:

    When protecting multiple storage tanks the foamsystem is to be sized to protect the single largesthazard.

    Fig. 9 depicts a manual foam pump skid systemshowing all necessary piping, valves, dischargedevices, ratio controller, foam pump and foamstorage tank for the above system.

    Fig. 10 shows a Cone Roof Storage Tank with aSemi-Fixed Foam System.

    The following example shows the foam systemrequirements for seal protection of a 150 ft.diameter open top floating roof tank.

    Type of Tank - Open Top Floating Roof Tank

    Diameter of Tank - 150 ft.

    Type of Fuel - Gasoline

    Foam Dam installed on roof - Yes - 2 ft. fromtank wall and 2 ft. in height

    Sq. ft. area of annular ring - 930 sq. ft.

    Application Rate - .30 gpm per sq. ft. ( PerNFPA 11).30 x 930 sq. ft. = 279gpm of foam solution required.

    Type of Discharge Device - Foam Makers

    Discharge Duration - 20 min.279 x 20 = 5,580 gallons of foam solution - x.03 ( 3% AFFF ) = 167.4 gallons of foamconcentrated

    Quantity of Foam Makers Required ( Per NFPA

    11) 6 required.

    Add supplementary hose lines per example forCone Roof Tank with Foam Chambers.

    NOTE:

    The number of fixed foam discharge points on anopen top floating roof tank is determined by thecircumference of the tank.

    The maximum spacing between discharge pointsis 40 ft. ( 12.2 m ) of tank circumference when

    using a 12" ( 305 mm ) high foam dam and every80 ft. ( 24.4 m ) of tank circumference when usinga 24" ( 610 mm ) high foam dam.

    In accordance with NFPA 11

    Foam Dam Design - The foam dam should becircular and constructed of at least No. 10 USStandard Gage Thickness ( .134 in./3.4 mm )steel plate. The dam is to be welded or otherwisesecurely fastened to the floating roof. The foamdam is designed to retain foam at the seal area ata sufficient depth to cover the seal area whilecausing the foam to flow laterally to the point of

    seal rupture.

    Dam height is to be at least 12" ( 305 mm ) andshould extend at least 2" ( 51 mm ) above anymetal secondary seal or a combustible secondaryseal using a plastic foam log.

    It is to be at least 2" ( 51 mm ) higher than anyburnout panels in metal secondary seals.

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Foam dams are to be at least 1 ft. ( 0.3 m ) butno more than 2 ft. ( 0.6 m ) from the edge of thefloating roof.

    Foam solution & rain water is to be drained by,slotting the bottom of the dam on the basis of 0.04sq. in. of slot area per sq. ft. (278 mm sq./sq. m)of diked area while restricting the slots to 3/8 in.(9.5 mm) in height. Excessive dam openings fordrainage should be avoided to prevent loss offoam through the drainage slots.

    SUB-SURFACE SYSTEM

    ( Sub-surface injection of foam is generally notrecommended for fuels that have a viscositygreater than 2,000 ssu ( 440 centistokes ) at theirminimum anticipated storage temperature ).

    Example of a Sub-Surface Base Injection System

    Cone Roof Tank - 80 ft. diameter

    Fuel - Gasoline

    Foam Concentrate - 3%-6% AR-AFFF

    Surface Area - =40' x 40' x 3.1417 = 5,026.7 sq. ft.

    App. Rate - .10 gpm per sq. ft..10 x 5,027 sq. ft. = 502.7 gpm of foam solution

    Discharge Duration - 55 min.

    Quantity of Foam Concentrate required -503 (502.7 ) x 55 x .03 = 829.95 gallons

    Discharge Device - Qty. 1 High Back PressureFoam Maker ( " Foam generator " )

    Number of Discharge outlets inside tankQty. 1 (Tank 80 ft. or less) (Per NFPA 11)

    Supplementary hose lines per example for ConeRoof Tank.

    The following chart shows the number of dis-charge outlets required inside the tank.

    Tank Diameter Number of Discharge Outlets Required

    Fl ash Point below Flash Point 100oF

    100o

    F (38o

    C) (38o

    C) or Higher

    Up to 80 ft. ( 24 m ) 1 1

    Over 80 to 120 ft. ( 24 - 36 m ) 2 1

    Over 120 to 140 ft. ( 36 - 42 m ) 3 2

    Over 140 to 160 ft. ( 42 - 48 m ) 4 2

    Over 160 to 180 ft. ( 48 - 54 m ) 5 2

    Over 180 to 200 ft. ( 54 - 60 m ) 6 3

    Over 200 ft. ( 60 m ) 6 3

    Plus 1 outlet for Plus 1 outlet for

    each additional each additional

    5,000 sq. ft. 7,500 sq. ft.

    (465 sq. m) (697 sq. m)

    Equipment list for the above example using abladder tank foam supplied foam system.

    1 x 900 Gallon vertical style bladder tank.

    1 x 4" Between flange style ratio controller.

    1 x 2 1/2" Threaded type ratio controller ( forsupplementary hose lines ).

    1 x Model CFM500 High Back Pressure FoamMaker ( HBPFM ).

    Supplementary hand line nozzles and foamconcentrate.

    Determining Number of Discharge Outlets forSubsurface Base Injection.

    The number of discharge outlets required is bas-ed on the tank diameter and the flash point of thefuel as shown in the above chart.

    FOAM MONITORS AND HANDLINES

    Monitors are not to be considered as the primarymeans of protection for fixed roof tanks over 60 ft.in diameter. Foam handlines are not to beconsidered as the primary means of protection fortanks over 30 ft. in diameter or those over 20 ft. inheight.

    Application Rates Using Monitors orHandlines

    The minimum foam solution application rate isbased on the assumption that all discharging foamwill reach the area being protected. In consider-ing actual solution flow requirements, considera-tion should be given to potential foam losses fromclimatic conditions and thermal updraft of the fire,etc.

    The following chart shows application density andduration for monitors and handlines on tankscontaining hydrocarbons.

    Hydrocarbon Type Minimum MinimumApplication Rate Discharge

    gpm/ft2 (L/min.)/m2 Time

    (min.)

    Flash point between

    100oF and 140oF

    (37.8oC and 93.3oC) 0.16 6.5 50

    Flash point below 100oF

    (37.8oC) or liquids heated

    above their flash points 0.16 6.5 65

    Crude Petroleum 0.16 6.5 65

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Included in the above table are gasohols andunleaded gasolines containing no more than 10percent of an oxygenated additive by volume.

    On tanks containing water miscible/polar solventflammable liquids the recommended foam appli-cation duration is 65 minutes.

    Flammable liquids having a boiling point less than100oF and products that have been burning forsome time can develop a heat layer which mightrequire foam solution application rates as high as.2 or .25 gpm per sq. ft.

    Where monitors or handlines are used to protectstorage tanks containing polar solvent or watermiscible liquids the discharge duration shall be aminimum of 65 minutes at the recommendedapplication rate.

    FSFPrv 995

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    TECHNIQUE IN EXTINGUISHING LARGETANK FIRES

    Large storage tank fires are very complex eventsand satisfactory extinguishment requiresmethodical planning and the effective use ofresources. At this time, existing Codes andStandards do not provide guidelines for using highflow monitor foam applications for large tank fires.The existing Codes and Standards do providegood recommendations for fixed fire protectionsystems. Full surface fires involving largediameter tanks have occurred around the world.Extinguishment of such fires has not been totallysuccessful. With the introduction of large capacityfoam monitors, new varieties of foamconcentrates and improvements in applicationtechniques there has been some degree ofsuccess in achieving extinguishment.

    The largest fully involved tank fire that has beensuccessfully extinguished was 150 ft. (46 meter).The extinguishment was carried out with a largecapacity monitor/cannon applying non-aspiratedfoam "over-the-top" onto the burning surface. It is

    believed that present fire fighting technology iscapable of extinguishing fully involved tank firesup to 197 ft. (60 meters) in diameter. In theory itmay be technically feasible to extinguish tank firesin excess of 200 ft. (61 meters) using the "over-the-top" method of employing very large capacitymobile monitors with improved types of foamconcentrates. The logistics for mounting suchmassive operations must be fully considered.

    APPLICATION RATE

    NFPA 11 application rate for mobile equipment isoften interpreted as 0.16 gpm/ft2. (6.5 L/min./m7).

    The code also states that flammable liquidshaving a boiling point of less than 100

    o

    F (37.8o

    C)may require higher rates of application. In addi-tion flammable liquids with a wide range of boiling

    STORAGE TANK

    PROTECTION WITH HIGH

    FLOW MONITORS

    points such as Crude Oil may require applicationrates of 0.2 gpm/ft2. (8.1 L/min./m2) or more. Theapplication rate stated in the code is based on theassumption that all the foam solution reaches theburning surface.

    Note: The rates are intended for Liquid Hydro-

    carbon Fuels. Polar solvent liquids are destruc-tive to regular foams and require the use ofalcohol resistance foams. Chemguard, Inc.should be consulted to determine the recom-mended application rate.

    In view of the above, rates and practicalexperience gained in incidents involving fullsurface fires involving large storage tanks, itwould be more appropriate to consider 0.25gpm/ft2. (10.4 L/min./m2) which is equal to a 60%increase for mobile systems. For burning crudeoil tank a rate of 0.32 gpm/ft2. (12.9 L/min./m2)may be more appropriate.

    The elevated application rates provide a better

    chance of ensuring foam reaching the burningsurface thus increasing the probability for extin-guishment. Consideration for such high ratestake into account fall out from the delivery system,losses due to strong thermal updraft, break downof foam as it travels through the flames to reachthe burning fuel and destruction of the foam dueto the hot fuel and any hot metal surface.

    WATER AND FOAM CONCENTRATE RE-QUIRED FOR FIGHTING LARGE TANK FIRES

    Water supply both in terms of pressure, flow rateand adequate amount of foam concentrate areamong the most important factors for launching asuccessful extinguishing operation. Unless ade-quate and uninterrupted supply is guaranteed, anattempt to extinguish a fully involved large tankfire is doomed to failure at the very onset of theoperation.

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    The amount of water and the flow rate needed toproduce 3% foam solution to generate foam tofight a large tank fire can be found in Table 1.

    The quantity of 3% foam concentrate and the flowrate needed to produce 3% foam solution togenerate foam to fight a large tank fire can befound in Table 2.

    COOLING INVOLVED TANK AND THE PRO-TECTION OF ADJACENT TANKS FROM RADI-ATED HEAT SOURCE

    With reference to existing guidelines, the amountof water needed to cool the involved tank shell isestimated by tank size:

    100 ft. (30 meter) diameter 750 gpm (3m3/min.)120 ft. (36 meter) diameter 1000 gpm (4m3/min.)160 ft. (48 meter) diameter 1250 gpm (5m3/min.)220 ft. (67 meter) diameter 1500 gpm (6m3/min.)

    Cooling water required to protect each adjacenttank not shielded from the tank on fire is 500 gpm(2 m3/min.).

    In practice water applied to the shell of a largetank on fire is ineffective in preventing it frombuckling and deforming. In the late stages ofextinguishment, cooling water applied on the areaabove the liquid level would help the foam stay in

    contact with the tank shell. The cooling streamsshould be stopped when foam attack has startedto conserve water and to concentrate on extin-guishment.

    The need for protecting adjacent tanks can bestbe illustrated with information and data publishedin a recent study done on large tank fires.Although not yet fully validated it neverthelessprovides valuable information for pre-fireplanningpurposes.

    The time required to create an escalation condi-tion in an adjacent tank depends upon a number

    of factors including: tank size, separation, type,initial boiling point of flammable liquid in the tanks,water cooling, tank design, wind speed anddirection.

    For example, a full surface fire involving a 164 ft.(50m) diameter open top, floating roof naphtha

    tank fire could be expected to fully involve aneighboring identical tank in approximately 1.5hours under the following conditions.

    - 4 m/sec.(14 km/hr.) wind towards neighboringtank

    - intertank separation of 0.5 diameter(82 ft.) (25 m)

    - neighboring tank having pontoon roof andinadequate water spray protection

    Altering any of the above conditions can changethe time for ignition of the adjacent tank:

    Base Case = 1.5 hrs.

    Change of conditions:

    Calm (no wind condition) = 2.8 hrs.Intertank separation increased to 1.0 D (50 m)

    = 3.0 hrs.Intertank separation increased to 2.0 D (100 m)

    = 17.0 hrs.Water protection on side facing exposure

    = 2.8 hrs.Double deck roof on exposed tank

    = 1.5 hrs.Water protection on side facing exposure +double deck roof = 24.0+hrs.Tank diameters only 30 m but with 0.5 Dseparation = 0.5 hrsNeighboring tank contains kerosene, not naphtha

    = 22.0 hrs.

    Some conclusions drawn from the results are:

    escalation is likely for unprotected tanks ofvolatile material with normal separation unlessthe original fire is extinguished quickly

    calm conditions only delay the escalationpotential

    increased separation alone only delays theescalation potential

    water spray protection or roof insulation alonedoes prevent escalation

    water spray and roof insulation together are

    effective

    smaller diameter tanks at normal separationare at greater risk of escalation than largerdiameter tank

    lower volatility fuels provide more responsetime for fire fighter

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    Cooling of adjacent tanks is best achieved withfixed systems that are designed to provide effec-tive water film coverage of all exposed metalsurfaces. A cooling water rate of 0.05 gpm/ft2.(2.0 L/min./m2) is sufficient to absorb 90% ofincoming radiant heat. Any increase in the

    cooling water rate does not increase the coolingeffect significantly. The figure of 10.2 L/min./m2

    by NFPA 15 relates mainly to the protection ofpressurized vessels such as LPG tanks subject todirect flame impingement.

    OVER THE-TOP-APPLICATION TECHNIQUEWITH LARGE CAPACITY FOAM MONITORS

    A present concept in extinguishing large tank firesis to employ Large Capacity Non-aspirated FoamMonitors to apply foam "over-the-top" of theinvolved tank onto the burning fuel surface.

    Although they are normally known as non-aspirated monitors, these monitors are capable ofproducing foam with an expansion ratio of about3.1 to 4.5 when used with alcohol resistance typefoam concentrates.

    Chemguard has large capacity foam monitorscurrently available have capacities ranging from2,000 to 4,000 gpm (7,570 L/min.). The equip-ment operates at inlet pressure between 100 to130 psig (690 to 890 kPa) and have a range ofabout 250 to 300 feet (61-99 meter).

    AR-AFFF type foam concentrate is preferred and

    it should be transported in bulk totes or trailershaving large capacities. The logistics for trans-porting foam in 5 gallon pails or 55 gallon drumsto the fire scene should not be considered, forobvious reasons.

    Large diameter hose should be used to supply theflow required for large volume foam attack. Theuse of 5" (125 mm) diameter hose is preferreddue to low frictional loss and is relatively easy touse. It must be remembered that it is extremelydifficult to move the hose once it is charged withwater. For quick estimation, provide one 5" (125mm.) hose line for every 1,000 gpm (3.8 m3/min.)

    flow requirement. At this flow rate the friction lossis 8.0 psig (55 kPa) for every 100 feet (30.5 m).Table 3 provides information on friction loss ofsome large diameter hoses.

    The over-the-top foam technique attacks theburning tank with either a very large capacitymonitor that meets the required application rate or

    combines several monitors to form a MassStream discharging with the wind to concentrateon a selected landing zone within the tank.

    This extremely high local application rate/densitypromotes survivability of the foam journey through

    the fire to establish a foothold on a relatively smallarea of the burning surface. Once the foamblanket at the landing zone is established it canthen be expanded by making adjustments to theMass Stream. The added advantage of largevolume application in a small area may help toreduce local fuel temperature and the associatedactual vapor presssure which in turn can help inlowering the fire severity. These factors requireconsideration because as the fuel temperatureapproaches the boiling point of water, it is difficultfor the foam to survive. As fuel temperatureincreases the true vapor temperature will increaseto overcome the effectiveness of the foam

    blanket.

    Large volume foam attack should be launched asquickly as possible; however, it must be stressedthat application must not be carried out until allequipment and logistic support are in place. Thelonger a tank is allowed to burn, the danger ofescalation becomes greater, the fuel temperatureincreases making it more difficult to extinguish,the exposed tank shell deforms (normally theexposed steel curls inwards to create nooks andcrevices) making it difficult for foam to cover allthe burning surface. In the case of crude oil, thepossiblility of having a boilover increases with

    time.

    The ability to deal with large tank fires depends onmethodical pre-fire plan, regular training andexervises. The most important factor, however,rests on minimizing the risk of having a fullyinvolved large tank fire through good engineeringdesign, effective management and maintenanceprograms.

    STPrv995

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    Fuel

    Foam

    Wind

    Monitor

    OVER-T

    HE-T

    OP

    FOAMAPPLICATIONTECHNIQUE

    WITHLARGE

    CAPACITYFOAMMO

    NITORS

    D021rv895

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    TABLE1

    WATERFLO

    WR

    ATETOPRODUCE3%

    FOAMSOLUTION

    TOFIGHTFIRESINTANKS

    MINIMUMQUANTITIES

    TANKDIAMETER

    WATERFL

    OWR

    ATE

    TOTALWATERREQUIREDTOS

    USTAIN

    65MINUTESOFOPERATIO

    N

    Feet

    Mete

    r

    ApplicationRate

    ApplicationRate

    ApplicationRate

    ApplicationRate

    0.16gpm./ft2.

    6.5L/min./m2

    0.25gpm./ft2.10.4L/min./m2

    0.16gpm./ft2.6.5L/min./m2

    0.25gpm./ft2.

    10.4L/min./m2

    Gallon

    Meter3

    Gallon

    Meter3

    100

    30.5

    1218

    4598

    1904

    7357

    79170

    299

    123760

    478

    110

    33.5

    1474

    5563

    2304

    8902

    95796

    362

    149750

    579

    120

    36.6

    1754

    6621

    2742

    10594

    114005

    430

    178214

    689

    130

    39.6

    2058

    7770

    3218

    12433

    133797

    505

    209154

    808

    140

    42.7

    2387

    9012

    3732

    14420

    155173

    586

    242570

    937

    150

    45.7

    2741

    10345

    4284

    16553

    176133

    672

    278460

    1076

    160

    48.8

    3118

    11770

    4874

    18834

    202675

    765

    316826

    1224

    170

    51.8

    3520

    13288

    5503

    21262

    226801

    864

    357666

    1382

    180

    54.9

    3946

    14897

    6169

    23837

    256511

    968

    400982

    1549

    190

    57.9

    4397

    16598

    6873

    26558

    285804

    1079

    446774

    1726

    200

    61.0

    4872

    18391

    7616

    29425

    316680

    1195

    495040

    1913

    210

    64.0

    5371

    20276

    8397

    32444

    349140

    1318

    545782

    2109

    220

    67.1

    5895

    22253

    9216

    35606

    383183

    1446

    598998

    2315

    230

    70.1

    6443

    24322

    10072

    38916

    418809

    1581

    654690

    2530

    240

    73.2

    7016

    26483

    10967

    42376

    456019

    1721

    712858

    2754

    250

    76.2

    7613

    28736

    11900

    45981

    494813

    1868

    773500

    2989

    260

    79.2

    8234

    31081

    12871

    49733

    535189

    2020

    836618

    3233

    270

    82.3

    8879

    33518

    13880

    53632

    577149

    2179

    902210

    3486

    280

    85.3

    9549

    36047

    14927

    57679

    620693

    2343

    970278

    3749

    290

    88.4

    10243

    38667

    16013

    61872

    665820

    2513

    1040822

    4022

    300

    91.4

    10962

    41380

    17136

    66213

    712530

    2690

    1113840

    4304 C

    HARrv895

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    TABLE2

    FOAMCONCENTRAT

    E(3%)TOPRODUCE3%

    FOAMSO

    LUTION

    TO

    FIGHTFIRESINTANKS

    MINIMUMQUANTITIES

    TANKDIAMETER

    3%FOAMCONCENTRATE

    FLOWR

    ATE

    TOTA

    L3%FOAMCONCENTRATEREQU

    IRED

    TO

    SUSTAIN65MINUTESOFOPERAT

    ION

    Feet

    Meter

    ApplicationRate

    ApplicationRate

    ApplicationRate

    ApplicationRate

    0.16gpm./ft2.

    6.5L/min./m2

    0.25

    gpm./ft2.10.4L/min./m2

    0.16gpm./ft2.6.5L/min./m2

    0.25gpm./ft2.10.4L

    /min./m2

    Gallon

    Meter3

    Gallon

    Meter3

    100

    30.5

    38

    142

    59

    228

    2470

    9.25

    3835

    14.79

    110

    33.5

    46

    172

    71

    275

    2989

    11.19

    4640

    17.89

    120

    36.6

    55

    205

    85

    328

    3557

    13.31

    5522

    21.30

    130

    39.6

    64

    240

    100

    385

    4174

    15.62

    6481

    24.99

    140

    42.7

    74

    279

    116

    446

    4841

    18.12

    7617

    28.99

    150

    45.7

    86

    320

    133

    512

    5558

    20.80

    8629

    33.27

    160

    48.8

    97

    364

    151

    582

    6323

    23.67

    9818

    37.86

    170

    51.8

    110

    411

    171

    658

    7138

    26.72

    11063

    42.74

    180

    54.9

    123

    461

    191

    737

    8003

    29.95

    12425

    47.92

    190

    57.9

    137

    513

    213

    821

    8917

    33.38

    13844

    53.39

    200

    61.0

    152

    569

    236

    910

    9880

    36.98

    15340

    59.16

    210

    64.0

    168

    627

    260

    1003

    10893

    40.77

    16912

    65.22

    220

    67.1

    184

    688

    286

    1101

    11955

    44.75

    18561

    71.58

    230

    70.1

    201

    752

    312

    1204

    13066

    48.91

    20287

    78.23

    240

    73.2

    219

    819

    340

    1311

    14227

    53.25

    22090

    85.18

    250

    76.2

    238

    889

    369

    1422

    15438

    57.78

    23969

    92.43

    260

    79.2

    257

    962

    399

    1538

    15697

    62.50

    25925

    99.97

    270

    82.3

    277

    1037

    430

    1659

    18006

    67.40

    27957

    107.81

    280

    85.3

    298

    1115

    463

    1784

    19365

    72.48

    30068

    115.94

    290

    88.4

    320

    1196

    496

    1913

    20773

    77.75

    32252

    124.37

    300

    91.4

    342

    1280

    531

    2048

    22230

    83.21

    34515

    133.10 C

    HARrv895

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    TABLE3

    FRICT

    IONLOSSPER100FEET/30.5MET

    ERS

    FRICTIONLOSSINWATERSUPPLYLINE

    EXPRESSEDASPSIG&kPaLOSS

    PER100FEET/30.5METERSOFH

    OSE

    FLOW

    4INCHSUPPLYLINE

    4-1/2INCHSUPPLYLINE

    5INCHSUPPLYLINE

    6INCHSUPPLYLINE

    USGPM

    LITER/MIN.

    PSIG

    kPa

    PSIG

    kPa

    PSIG

    kPa

    PSIG

    kPa

    100

    369

    0.20

    1

    0.10

    1

    0.06

    1

    0.05

    0.3

    200

    737

    0.80

    6

    0.40

    3

    0.32

    2

    0.20

    1

    300

    1106

    1.80

    12

    0.90

    6

    0.72

    3

    0.45

    3

    400

    1474

    3.20

    22

    1.00

    10

    1.28

    9

    0.80

    6

    500

    1843

    5.00

    34

    2.50

    17

    2.00

    14

    1.25

    9

    600

    2211

    7.20

    50

    3.60

    25

    2.88

    20

    1.80

    12

    700

    2580

    9.80

    68

    4.90

    34

    3.92

    27

    2.45

    17

    800

    2948

    12.80

    88

    6.40

    44

    5.12

    35

    3.20

    22

    900

    3317

    16.20

    112

    8.10

    56

    6.48

    45

    4.05

    28

    1000

    3685

    20.00

    138

    10.00

    69

    8.00

    55

    5.00

    34

    1100

    4054

    24.20

    167

    12.10

    83

    9.68

    67

    6.05

    42

    1200

    4422

    28.80

    199

    14.40

    99

    11.52

    79

    7.20

    50

    1300

    4791

    33.80

    233

    16.90

    117

    13.52

    90

    8.45

    58

    1400

    5160

    39.20

    270

    19.60

    135

    15.68

    108

    9.80

    68

    1500

    5628

    45.00

    310

    22.50

    155

    18.00

    124

    11.25

    78

    1600

    5897

    51.20

    353

    25.60

    177

    20.48

    141

    12.80

    88

    1700

    6265

    57.80

    399

    28.90

    199

    23.12

    156

    14.45

    100

    1800

    6634

    64.80

    447

    32.40

    223

    25.92

    179

    16.20

    112

    1900

    7002

    72.20

    496

    36.10

    249

    28.88

    199

    18.05

    124

    2000

    7371

    80.00

    552

    40.00

    276

    32.00

    221

    20.00

    138

    2100

    7739

    88.20

    608

    44.10

    304

    35.28

    243

    22.05

    152

    2200

    8106

    96.80

    667

    48.40

    334

    38.72

    267

    24.20

    167

    2300

    8476

    105.80

    729

    52.90

    366

    42.32

    292

    26.45

    182

    2400

    8845

    115.20

    794

    57.60

    397

    46.08

    308

    28.80

    199

    2500

    9214

    125.00

    862

    62.50

    431

    50.00

    345

    31.25

    215 C

    HARrv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

    16/35

    EXAMPLE OF BALANCE PRESSURE PUMPSKID WITH TWO PROPORTIONERS

    WaterInlet

    FoamConcentratePump

    Flush InletConnection

    Flush OutletConnection

    Atmospheric Tank

    Pressure ReliefValve

    BalancingValve

    RatioController

    Strainer

    System1: Foamsolutionto manifold supplying 4 foamchambers on cone roof tank.

    System 2: Foam solution to

    separate storage tank systemor hose reels, if required.

    Pressure VacuumVent

    FIG. 9

    D004rv895

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    FUEL

    AeratedFoam

    FoamChamber

    Dike Wall

    FoamChamberTopsideApplication

    on Cone Roof Tank

    SEMI-FIXED FOAM SYSTEM WITH MOBILE

    APPARATUS SUPPLYING THE FOAM SOLUTION

    FIG. 10

    Foam Solutionfrom MobileApparatus

    OS & Y Valve

    D085rv995

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    FUE

    L

    Foam

    Blanket

    Aerated

    Foam

    T

    estPoint

    HighBackPressure

    FoamMaker

    Foam

    Solution

    Rupture

    Disc

    (optional)

    GateValve

    Check

    Valve

    DikeWall

    WaterLevel

    SUB-S

    URFAC

    EINJECTIONAPPLIC

    ATION

    ON

    CONEROOFTANK

    D003rv995

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    Connections for Sub-surface Foam Makers

    ValvedTest ConnectionRupture Disc

    (optional)2 Outlets

    Dike Wall

    3 Outlets

    4 Outlets

    TYPICAL OUTLETS FOR SUB-SURFACE INJ ECTION

    INSIDE CONE ROOF STORAGE TANKS

    Gate Valve

    Check Valve

    D023rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    Recommended

    A.

    Straight-In

    C.H

    orizontalELL

    Recommended

    B.

    VerticalELL

    NotRecommended

    D.180ELL

    o

    NotR

    ecommended

    E.

    HorizontalTee

    Recommended

    A B C D.BestforConeRoofTanks

    .PossibletoBlockwithSediment

    .GoodforFloatingRoofTanks(FRT)

    .NotGoodforFRT,GivesStreamBacklash

    TYPICALSUB-S

    URFA

    CETANKPROTECTIO

    NINLETDESIGN

    TankShell

    Valve

    Water

    Bottom

    90ELL

    o

    Plan

    Elev.

    Tee

    Plan

    Elev.

    90ELL

    o

    180ELL

    o

    E.BestforFloatingRoofTank

    D019rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    EXPANDED FOAM VELOCITY vs PIPE SIZE2 1/2", 3", 4", 6", 8", 10", 12", 14"

    Standard Schedule 40 Pipe

    All dimensions in inches (millimeters)

    unless otherwise noted

    EXPANDED FOAM RATE

    FOAM VELOCITY vs PIPE SIZE - 16", 18"Standard Schedule 40 Pipe

    16"

    (400)

    18"

    (460)

    All dimensions in inches (millimeters)

    unless otherwise noted.

    M/SEC

    FT/SEC

    9.1 30

    6.1 20

    3 10

    0

    FOAMVELOCITY

    GPM

    LPM

    2000

    7570

    4000

    15139

    6000

    22710

    8000

    3027810000

    37848

    12000

    45420

    14000

    52990

    16000

    60560

    EXPANDED FOAM RATE D038rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    0 200 400 600 800 1000 1200 1400 1600 1800

    FOAM FLOW - gpm

    FOAM FLOW - gpm

    60

    50

    40

    30

    20

    10

    50

    40

    30

    20

    10

    FOR SIUNITS1 gpm=3.785 / min.

    1psi =6.895 kPa1 ft. =0.305m

    l

    FOR SIUNITS1 gpm=3.785/ min.

    1psi =6.895kPa1 ft. =0.305m

    3"P IPE DIAMETER

    2 1/2"P IPE DIAMETER

    0 400 800 1200 1600 2000 2400 2800 3200

    4" PIPE DIAMETER

    These subsurface graphs depict the friction loss characteristics of foamwith an expansion of 4 to 1 and inletvelocities for various pipe sizes. The 4 to 1 ratio is the value to be used for friction loss and inlet velocity

    calculations.

    D075rv195

    FRICTION LOSS OF EXPANDED FOAM

    THROUGH VARIOUS SIZE PIPES

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    FOAM FLOW - gpm

    FOAM FLOW - gpm

    50

    40

    30

    20

    10

    0

    FOR SI UNITS1 gpm=3.785 / min.

    1psi =6.895kPa

    1ft. =0.305m

    l

    1600 2400 3200 4000 4800 5600 6400 7200 8000 8800

    6" PIPE DIAMETER

    FOR SIUNITS1 gpm=3.785 / min.

    1psi =6.895kPa

    1 ft. =0.305m

    l

    0 4000 8000 12000 16000 20000 24000 28000 32000

    14" PIPE DIAMETER

    25

    20

    15

    10

    5

    8" PIPE DIAMETER

    10" PIPE DIAMETER

    D076rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    FOA

    MCHAMBERINSTALL

    ATION

    FIXEDSYSTEMUSINGABLAD

    DERTANK

    Foam

    Chamber

    SolutionFlow

    Proportione

    r

    Water

    Supply

    BladderTank

    BallValve

    Normally

    Closed

    BallValve

    Normally

    Open

    SwingCh

    eck

    Hydraulic

    Actuated

    BallValve

    D010rv1296

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

  • 7/28/2019 Storage Tank Systems[1]

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    FUEL

    Foam

    Chamber

    FoamSolution

    Aerated

    Foam

    Vent

    Internal

    Floating

    Roof

    Dik

    eWall

    FOAMCHAMBERTOPSIDEAPPLIC

    ATION

    ONINTERNALFLOATINGROOFTANK

    D003rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    INSTALLATIONOF

    FOAMMAKER&SPLASHBOARD

    ONFL

    OATINGROOFTANKS

    Sheetsteelsplashboardcanberectangularorcutasshown

    mountedonto

    pofshellreinforcedwithsuitablesupports.

    Minimumdime

    nsionswilldependonminimumclearanceneeded

    betweenfoam

    dischargeoutletandtoppositionofroof.

    "L"ShieldLength

    3/8of"L"

    FoamMaker

    1/2of"A" W

    indGirder

    Foamsolution

    pipingtootherfoammakersmay

    belocatedabo

    veorbelowwindgirderor

    atgradelevel.

    SwingJoint

    "A"

    12"

    SplashBoard

    FoamDam

    2'0"

    12"

    Roof

    UrethaneSeal

    TankShell

    FoamS

    olution

    Supply

    Piping

    Deflector

    "A"Dimensionistheheighto

    fthefoammakeroutlet

    abovethetopedgeofthetan

    kshell.Theminimum

    heightmustclearthetoppositionofthefloatingroof.

    D040rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Foam Maker

    Foam Solution

    Weather Shield

    AspiratedFoam

    Seal

    Typical BelowSeal ApplicationTypical Topof Seal Application

    PontoonRoof

    FoamDam

    Aerated Foam

    FoamSolution

    FoamMaker

    EXAMPLES OF TYPICAL TOP AND BELOW SEAL

    APPLICATIONS FOR FLOATING ROOF TANKS

    Brace

    D005rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Quick Opening Valve

    Siamese Foam Hydran

    StairwayPlatform

    Stairway

    Wind Girder

    Solution Piping

    Tank Shell

    SEAL AREA PROTECTION USING A FOAM MAKEROR HANDLINE NOZZLE FROM LADDER AREA

    FoamDam

    Back Board MountedHigher than Uppermost

    Position of Roof

    Ladder

    Brace

    Floating Roof

    Product

    Foam

    D022rv195

    Foam Maker

    Siamese Foam OutletforHandline Connection

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Tank

    Tank

    Tank

    Water

    Supply

    Monitor

    (Typical)

    Dike

    TANKANDDIKEPROT

    ECTIONWITHFOAMM

    ONITORSYSTEM

    OS

    &Y

    Va

    lve

    O

    S&YValve

    M

    onitor

    R

    atio

    C

    ontroller

    Foam

    Concentrate

    D033rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    A-BFoamChamber

    MechanicalFoam

    Generato

    rConversion

    FoamSolution

    DeliveryPiping

    STORAGETANKPROTECTION

    T

    opsideApplications

    Dike

    Existingor

    New

    FoamChamber

    FoamSolution

    DeliveryPiping

    Dike

    FoamDeliveryPipe

    ForcingFoamMaker

    Solution

    DeliveryPiping

    Dike

    Dike

    PortableFoam

    TubeorTower

    FoamSolution

    DeliveryHoses

    FixedFoamChamber

    Fo

    amMaker

    Portab

    leFoamTower

    A-B

    PowderConversion

    FoamSolution

    DeliveryPiping

    FoamMaker

    D016rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Swing

    Check

    Valve

    GateValve

    Tank Shell

    Foam

    Flow

    Valved Test Connection

    Rupture Disc

    (optional)

    From High Back

    Pressure Foam MakerAt Least 1 ft.

    (0.3m)

    Water Bottom

    D012rv195

    TYPICAL ARRANGEMENT FOR SUB-SURFACE SYSTEMSINTO A CONE ROOF STORAGE TANK

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Dike

    Dike

    Solution

    Delivery

    Piping

    Foam

    Delivery

    Piping

    Normal

    Water

    Bottom

    Product

    Line

    Solution

    Piping

    STORA

    GETANKPROTECTIO

    N

    Sub

    -surfaceApplications P

    roductionLineApplication

    Althoughdedicatedlinesmaybeusedtoapplyfoamusingthesubsurfacemethod,

    additionaleconomiesmayberealizedbyusingexistingproductlinesforfoam

    injection.

    Insomeinstallationsatotaltankfarmmaybecoveredbyusingas

    inglesubsurface

    injectionstationattheproductlinemanifold.

    Thepipingpressurelossesa

    ndtheinletinjectionvelocitymustbev

    erifiedbycalculation.

    Thisistobedonewitheachproductlinewhichisacandidateforsu

    bsurfaceinjection.

    HighBackPressure

    FoamMaker

    HighBackPressure

    FoamMaker

    (HydrocarbonFuelsOnly)

    DedicatedFoamSolution

    LineApplication

    D017rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Mechanical Shoe Seal.1 - For each 130 ft. (39.6 m) of tank circumference

    (no foam damrequired)Tube Seal - Over 6 in. (15.2 cm) fromtop of seal to top ofpontoon with foam outlets under metal weather shield orsecondary seal.1 - For each 60 ft. (18.3 m) of tank circumference

    (no foamdam required)Tube Seal - Less than 6 in. (15.2 cm) fromtop of seal totop of pontoon with foam outlets under metal weathershield or secondary seal.1 - For each 60 ft. (18.3 m) of tank circumference

    [foam damat least 12 in. (30.5 cm) high required].

    0.30 gpm. (1.14 L/min.) per sq. ft. (sq. m) of annular ringarea with foam damor with foam application under metalweather seal or secondary seal. 0.50 gpm(1.9 L/min.) persq. ft.. (sq. mfor all other applications).

    20 min. - with foamdam or under metal weather shield orsecondary seal.

    Notcovered by NFP A 11.

    Monitors not recommended.

    Handlines are suitable for extinguishment of rimfiresin open-top floating roof tanks.

    0.16 gpm/ft.

    (6.5 L/min./m )For rimfires in open-top floating roof tanks.

    2

    2

    Use same times as for open-top floating roof tank rimfires.

    Not Recommended.

    Not Recommended.

    Not Recommended.

    Not Recommended.

    Not applicable.

    Not Applicable.

    Not Applicable.

    Not Applicable.

    Monitors for tanks up to 60 ft. (18.3m) indiameter.Hand hoselines for tanks less than 30 ft.(9.2 m) in diameter and less than 20 ft.(6.1 m) high.

    0.16 gpm/ft.

    [(6.5 L/min.)/(m )]

    2

    2

    Flash point below100 F (37.8Flash point 100 F - 140 F

    C)

    Crude Oil

    o o

    o o

    Same as table for foamchambers.

    Minimum0.1 gpm/ft. [(4.1 L/min.)/m. ] ofliquid surface.Maximum0.2 gpm/ft. [(8.2 L/min.)/m. ]Foamvelocity from outletshall not exceed10 ft. per sec. (3.05 m per sec.) for Class 1Bliquids or 20ft. per sec. (6.1 m per sec.) forall otherliquids.

    2 2

    2 2

    Flash point100 F (37.8 C)to 140 F (194.4 C)

    Flash point below100 F (37.8 C)Crude Petroleum

    o o

    o o

    o o

    Not Recommended.

    For S1 units: 1 gpm/ft. =40.746 (L/min.)/m; 1 ft. =0.305 m; 1 ft. =0.0929 m ; 1 in. =0.0245 m; C = F - 32/1.8.2 2 2 2 o o

    NumberRequired

    HydrocarbonApplicationRates

    DischargeTimes

    PolarSolvents

    SizeofTank

    Hydrocarbon

    ApplicationRates

    DischargeTimes

    NumberRequired

    HydrocarbonApplicationRates

    DischargeTimes

    PolarSolvents

    Fixed-Roof (Cone) Tanks Pontoon or Double-Deck Floating Roof Tanks

    STORAGE TANK PROTECTION SUMMARY

    65 min.50 min.65min.

    30 min.

    55 min.55 min.

    D056rv0200

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Numberof FoamOutletsRequired

    HydrocarbonApplicationRates

    PolarSolventRates

    Fixed-Roof (Cone)Tanks andPan-TypeFloating Roof Tanks

    Pontoon or Double-Deck FloatingRoof Tanks, (Open-Top or

    Covered) Annular Seal Area

    STORAGE TANK PROTECTION SUMMARY

    Up to 80 ft. (2.44 m) dia.81to 120ft. (24.7 - 36.6 m) dia.121 to 140 ft. (36.9 - 42.7 m) dia.141 to 160 ft. (43 - 48.8 m) dia.161 to 180 ft. (49 - 54.9 m) dia.181 to 200 ft. (55.2 - 61m) dia.Over 210 ft. (61.2 m)

    1 Foam Chamber2 Foam Chambers3 Foam Chambers4 Foam Chambers5 Foam Chambers6 Foam Chambers1 additional for each

    5,000sq. ft.

    1 for each 40 ft. (12.2 m) of circumferencewith a 12-inch (30.5 cm) high foam dam.

    1 for each 80 ft. (24.4 m) of circumferencewitha 24-inch (61 cm) high foamdam.

    0.10 gpm (0.38 L/min.) per sq. ft. (sq. m) ofliquid surface. 0.30gpm (1.14 L/min.) per sq. ft. (sq. m)of annular ring area between tank walland foam dam.

    Not covered byNFP A 11.See Manufacturer's Approval Report.

    Flash Pt. 100 F - 140 F (37.8 C - 194.4 C)Flash Pt. below 100 F (37.8 C)Crude Petroleum

    o o o o

    o o

    Type I

    20 min.30 min.30 min.

    Type II

    30 min.55 min.55 min.

    20 min.

    Type IType II

    30 min.55 min.

    Not covered byNFP A 11.

    HydrocarbonDischarge

    Times

    PolarSolvents

    D057rv195

    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.

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    Engr. Salman Ali SyedSEC-SOA, Abha

    KSA.