sprinkler systems design data
TRANSCRIPT
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1- the character and adequacy of water supplies
2- the selection of sprinklers, piping, valves, and all materials and accessories
but not including the following:-
1- the installation of private fire service mains and water supplies
2- Storage in excess of 12 ft (3.7 m) in height of high hazard materials such as Level II and III aerosols,
3-storage in excess of 5 ft (1.5 m) in height of high hazard materials such as Level II and III aerosols
4- storage of idle pallets, rubber tires, rolled paper stored on end,
5- storage of plastics,
6- and storage of flammable liquids
2- On floor, on tread storage less than 5 ft (1.52 m) in height, or
3- Double row or multi-row portable or fixed rack storage less than 5 ft (1.52 m) in height, or
4- Single row portable or fixed rack storage less than 12 ft (3.66 m) in height.
Exception No. 3: Miscellaneous storage is within the scope of this standard.
SCOPE
1- On floor, on side storage less than 12 ft (3.66 m) in height, or
The purpose of this standard is to provide a reasonable degree of protection for life and property from fire through standardization of design, installat
requirements for sprinkler systems based upon sound engineering principles, test data, and field experience. This standard endeavors to continue the
that has been established by sprinkler systems while meeting the needs of changing technology. Nothing in this standard is intended to restrict new te
alternate arrangements, provided the level of safety prescribed by this standard is not lowered. Materials or devices not specifically designated by thi
be utilized in complete accord with all conditions, requirements, and limitations of their listings.
This standard provides the minimum requirements for the design and installation of automatic fire sprinkler systems and exposure protection sprinkle
including:-
are outside the scope of this standard. (For guidance and limitations regarding areas, quantities, or methods of storage for high hazard m
NFPA 30, 30B, 40, 58, 231, 231C, 231D, 231F, and 409.)
Exception No. 1: Wooden pallets stored up to 6 ft (1.8 m) in height or plastic pallets up to 4 ft (1.2 m) in height with not over four stacks o
pallets or two stacks of plastic pallets separated from other stacks by at least an 8-ft (2.4-m) aisle. (For heights or quantities exceeding th
NFPA 231, Standard for General Storage.)
Exception No. 2*: Storage of rubber tires that is incidental to the main use of the building and not more than 2,000 ft2
(185.8 m2). On-tre
regardless of piling method, shall not exceed 25 ft (7.62 m) in the direction of the wheel hole. Laced tires in racks shall not exceed 5 ft (1.5
Storage arrangements that are acceptable as miscellaneous storage are:
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Note:-
Occupancy classifications for this standard relate to sprinkler installations and their water supplies only. They are not intended to be a general
classification of occupancy hazards.
Group 1 (
)Group 2 ( ) Group 1 (
1
Combustability of contents "occupancies,
portions of other occupanies, storage
materials, etc" (
)
Low ( ) Low ( )Moderate to high
( ) Very high (
2Quantity of combusible contents
( ) Low ( ) Moderate ( )Moderate to high
( ) Very high (
3
Rate of heat released in case of fire
( )
Relatively Low (
)
Moderate ( )
Moderate to high
( )High (
4
Stockpiles of combustibles
( )NA ( )
Do not exceed 8 ft (2.4 m)
82.4
Do not exceed 12 ft (3.7 m)
123.7
5
Presence of flammable and combustable
materials "Solids, liquids, dust, lint, etc"
( )
NA ( ) NA ( ) NA ( )
Little flammable or c
liquids or not
6
Probability of rapidly developing fire
( ) NA ( ) NA ( ) NA ( ) Present (
1-4.7 Classification of Occupancies Hazards
S/N
Ordinary Hazard Occupancies ( )
Controlling Factor
Light Hazard Occupancies
( )
Extra Hazard Occu
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S/N Hazard Classification
EXAMPLES FOR OCCUPANCIES HAZARD
Bakeries ( ),
Canneries ( ),
Dairy products manufacturing and processing (
),
Glass and glass products manufacturing ( ),Restaurant service areas ( ).Laundries ( ),
Beverage manufacturing ( ),Electronic plants ( ),
Eaves and overhanges, if combustible construction with no combustibles beneath
(
)
Libraries, except larg stack rooms
( ),Restaurant seating areas ( ),
Clubs ( ),
Educational ( ),Hospitals ( ),
Musems ( ),
Residential ( ),
1
Ordinary Hazard Group 12
Theaters and Auditoriums excluding stages and prosceniums (
Automobile parking and showrooms ( ),
Unused attics ( ),
Light Hazard
Examples
Institutional ( ),
Office including data processing ( ),
Chruches ( ),
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3 Ordinary Hazard Group 2
Dry cleaners ( ),Confectionery products ( ),
Wood product assembly ( ).
Textile manufacturing ( ),
Cereal mills ( ),
Tobacco products manufacturing ( )Tire manufacturing ( ),Stages ( ),
Printing and publishing ( ),
Paper and pulp mills ( ),
Repair garages ( ),
Post offices ( ),Piers and wharves ( ),Paper process plants ( ),
Wood machining ( ),
Mercantile ( ),Metal working (
Machine shops ( ),Libraries large stack room areas ( ),
Leather goods manufacturing ( Horse stables ( ),Feed mills ( ),Distilleries ( ),Chemical plants ordinary ( ),
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Notes:-
1
2
Textile picking, opening, blending, garnetting, carding, combining of cotton, synthetics,
wool shoddy, or burlap ( )
Upholstering with plastic foams.
Asphalt saturating, Flow coating,
Flammable liquids spraying,
4
5 Extra Hazard Group 2
Occupancy examples in the listings as shown in the various hazard classifications are intended to
represent the norm for those occupancy types. Unusual or abnormal fuel loadings or combustiblecharacteristics and susceptibility for changes in these characteristics, for a particular occupancy, are
considerations that should be weighed in the selection and classification.
Extra Hazard Group 1
Manufactured home or modular building assemblies (where finished enclosure is
present and has combustible interiors),
Aircraft hangars (except as governed by NFPA 409)
( 409 ),
Combustible hydraulic fluid use areas ( Plywood and particle board manufacturing (),
Printing [using inks having flash points below 100F (37.9C)]
( 100 )Rubber reclaiming, compounding, drying, milling, vulcanizing
(
Die casting ( ),Metal extruding ( ),
Saw mills ( ),
The Light Hazard classification is intended to encompass residential occupancies; however, this is not
intended to preclude the use of listed residential sprinklers in residential occupancies or residential
portions of other occupancies.
Open oil quenching, Plastics processin,
Solvent cleaning,
Varnish and paint dipping.
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1-4.7.4.2
Group A Plastics
Solid Expanded Solid Expanded
To 5 ft No limit R-P OH-2 OH-2 OH-2 OH-2
Over 5 ft to 10 ft To 5 ft R-P EH-1 EH-1 EH-2 EH-2
Over 5 ft to 10 ft Over 5 ft to 10 ft R-P EH-2 EH-2 EH-2
Over 5 ft to 8 ft Over 5 ft P EH-2
Over 10 ft to 12 ft To 15 ft P EH-2 EH-2
Over 10 ft to 12 ft Over 5 ft R
OH-2 +
Level in
rack
OH-2 +
Level in
rack
OH-2 +
Level in
rack
OH-2 +
Level in
rack
Over 10 ft to 12 ft To 5 ft R-P EH-2** EH-2** EH-2** EH-2
Miscellaneous Tire Storage
Pilling Methods Height of StorageOccupancy
Group
On floor, on side 5 ft to 12 ft EH-1
On floor, on tread or
sideTo 5 ft OH-2
Single, double, or
multi-row racksTo 5 ft OH-2
Single row rack,
portable5 ft to 12 ft EH-1
Single row rack, fixed 5 ft to 12 ft
EH-1 or OH-2
plus 1 level of
in-rack
sprinklers
Rolled Paper Stored
on EndHeight of Storage
Occupancy
Group
To 8 ft OH-2
Over 8 ft to 12 ft EH-1
Tissue To 10 ft EH-1
Height of StorageOccupancy
Group
To 6 ft wooden OH-2
To 4 ft plastic OH-2
** For rack storage, OH-2 +1 Level in rack shall also be permitted.
1-4.7.4.1 Other NFPA standards contain sprinkler system design criteria for fire control or suppression of specific hazards. These are listed in Cha
not limited to NFPA 30, Flammable and Combustible Liquids Code; NFPA 30B, Code for the Manufacture and Storage of Aerosol Products; NFPA 4
and Handling of Cellulose Nitrate Motion Picture Film; NFPA 58, Standard for the Storage and Handling of Liquefied Petroleum Gases; NFPA 231,
NFPA 231C, Standard for Rack Storage of Materials; NFPA 231D, Standard for Storage of Rubber Tires; NFPA 231E, Recommended Practice for the
NFPA 231F, Standard for the Storage of Roll Paper; NFPA 232, Standard for the Protection of Records; and NFPA 409, Standard on Aircraft Hanga
1-4.7.4 SPECIAL OCCUPANCY HAZARDS
Heavy & medium
weight
Idle Pallet Storage
1-4.7.4.2.1 The commodity classifications and storage characteristics in Table 1-4.7.4.2 shall be as defined in NFPA 231, Standard for General Sto
231C S d d f R k S f M i l
Occupancy Grop Classification for Miscellanceous Storage 12 ft (3.7 m) or less in Height
Cartoned Exposed
Height of Storage
Ceiling Clearance
to Top of Storage
Rack-R or
Palletized-P
The design of the sprinkler system shall be based on the conditions that will routinely or periodically exist in the building creating the greatest w
height and clearance.
*For storage heights or clearance to ceiling in excess of the above configurations, see NFPA 231, 231C, 231D, or 231F as appropriate.
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Exception No. 3: The frame arms of bulb-type sprinklers shall not be required to be color coded.
Table 2-2.4.1 Temperature Ratings, Classifications, and Color Codings
0F
0C
0F
0C
100 38 135 to 170 57 to 77 Ordinary Uncolored or black Orange or red
150 66 175 to 225 79 to 107 Intermediate White Yellow or green225 107 250 to 300 121 to 149 High Blue Blue
300 149 325 to 375 163 to 191 Extra high Red Purple
375 191 400 to 475 204 to 246 Very extra high Green Black
475 246 500 to 575 260 to 302 Ultra high Orange Black
625 329 650 343 Ultra high Orange Black
The standard temperature ratings of automatic sprinklers are shown in Table 2-2.4.1. Automatic sprinklers shall have their frame arms colored in accordance
with the color code designated in Table 2-2.4.1.
Exception No. 1: A dot on the top of the deflector, or the color of the coating material, or colored frame arms shall be permitted for color identification of
corrosion-resistant sprinklers
Exception No. 2: Color identification shall not be required for ornamental sprinklers such as factory-plated or factory-painted sprinklers or for recessed, flush
concealed sprinklers.
Max. Ceiling Temp. Temperature Rating Temperature
ClassificationColor Code Glass Bulb Color
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Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft
1
Noncombustible
obstructed and
combustible
unobstructed
225 15 130 15 100 12 100 12
2 Combustible obstructed 168 15 130 15 100 12 100 12
SSU = Standard Sprinkler Ubright SSP Standard Sprinkler Pendent
Notes:-
1- The maximum allowable protection area of coverage for a sprinkler (As) shall be in accordance with the value
indicated in Table 4-6.2. In any case, the maximum area of coverage of a sprinkler shall not exceed 225 ft2
(21 m2).
2- Exception No. 1: The following maximum protection areas of coverage shall apply for pipe schedule systems:
Light Hazard 200 ft2
(18.6 m2)
Extra Hazard 90 ft2
(8.4 m2)
3- Exception No. 2: The maximum protection area of coverage for Light Hazard systems installed in configurations
utilizing combustible construction members spaced less than 3 ft (0.91 m) on center shall not
exceed 130 ft2
(12.1 m2).
4- Exception No. 3: Where densities for Extra Hazard and high-piled storage occupancies are less than 0.25 gpm / ft2
(10.2 Lpm / m2
), the maximum protection area of coverage shall be permitted to be increased to130 ft
2(12.1 m
2).
5- SSU = Standard Spray Upright & SSP = Standard Spray Pendent
Combustible
Finish
Noncombustile
or Limited-
Combustible
Finish
Combustible
Finish
Noncombustile
or
Limited-
Combustible
Finish
1Maximum distance along
the wall, ft 14 ft 14 ft 10 ft 10 ft
2Maximum room width
(L), ft 12 ft 14 ft 10 ft 10 ft
3Maximum protection
area, ft2 120 ft
2196 ft
280 ft
2100 ft
2
Table 4-6.2 Maximum Protection Areas and Maximum Spacing (SSU / SSP)
Maximum distance
from sprinkler to the
end wall
Shall not exceed one-
half of the allowable
distance between
sprinkles as indicated in
this table
4" (102 mm) 6' (1.8 m)
Maximum distanc
from sprinkler to
wall
Shall not exceed
one-half of the
allowable distance
between sprinkles
as indicated in this
table
Extra Hazard High Piled Storage
S/N Construction Type
Minimum
distance
from
sprinkler to
wall
Minimum
distance
between
sprinklers
Light Hazard Ordinary Hazard
S/N Task
Light Hazard Ordinary Hazard
Table 4-7.2 Maximum Protection Areas and Maximum Spacing (Standard Sidewall Spray Sprinkler)
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Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft400 20
324 18
400 20 256 16
324 18 196 14 196 14 196 14
256 16 144 12 144 12 144 12
400 20
324 18
400 20 256 16
324 18 196 14 196 14 196 14
256 16 144 12 144 12 144 12
3 Obstructed combustible N/A N/A N/A N/A N/A N/A N/A N/A
Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft
1 Unobstructed, smooth, flat 400 28 400 24 4" (102 mm)
Table 4-8.2 Maximum Protection Areas and Maximum Spacing (Extended Coverage Upright & Pendent Spra
Table 4-9.2 Maximum Protection Areas and Maximum Spacing for Extended Coverage Sidewall Sprinklers
Minimum
distance
from
sprinkler to
wall
Maximum distance
from sprinkler to wall
Shall not exceed one-half
of the allowable distance
between sprinkles as
indicated in this table
Minimum distance between
sprinklers
No sprinklers shall be located
within the maximum protection
area of any other sprinkles
Shall not exceed
one-half of the
allowable distance
between sprinkles
as indicated in this
table
Maximum distance
from sprinkler to
wall
High Piled Storage
Unobstructed1
Obstructed
noncombustible (when
specifically listed for such
use)
2
S/N Construction Type
Light Hazard Ordinary Hazard Extra Hazard
S/N Construction Type
Light Hazard Ordinary Hazard
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1Noncombustible
unobstructed130 12
2Noncombustible
obstructed130 12
3Combustible
unobstructed130 12
4 Combustible obstructed 100 10
Protection
area, ft2
Maximum
Spacing, ft
Protection
area, ft2
Maximum
Spacing, ft
1Noncombustible
unobstructed100 12 100 10
2Noncombustible
obstructed100 12 100 10
3Combustible
unobstructed100 12 100 10
4 Combustible obstructed N/A N/A N/A N/A
ESFR = Early supression fast response
Maximum distance
from sprinkler to wall
Minimum
distance
fromsprinkler to
wall
Minimum distance between
sprinklers
Shall not exceed one-half
of the allowable distance
between sprinkles as
indicated in this
4" (102 mm) 8 ft (2.4 m)
Maximum distance from
sprinkler to wall
Shall not exceed one-half
of the allowable distance
between sprinkles as
indicated in this
Minimum
distance
from
sprinkler
to wall
Minimum distance
between sprinklers
4" (102 mm) 8 ft (2.4 m)
S/N Construction Type
Protection
area, ft2
Maximum
Spacing (ft)
Table 4-10.2 Maximum Protection Areas and
Maximum Spacing for Large - Drop Sprinklers
S/N Construction Type
ESFR Sprinkler up to 30 ft
in height
ESFR Sprinkler up to 30 ft
in height
Table 4-11.2 Maximum Protection Areas and Maximum Spacing of ESFR Sprinklers
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Steel Piping Copper Piping Steel Piping Copper Piping
Inch mmMax. No of
Sprinklers
Max. No of
SprinklersInch mm Max. No of Sprinklers
Max. No of
Sprinklers
1 1" 25.4 2 2 1 1" 25.4 2 2
2 1 1/4" 31.75 3 3 2 1 1/4" 31.75 4 4
3 1 1/2" 38.1 5 5 3 1 1/2" 38.1 7 7
4 2" 50.8 10 12 4 2" 50.8 15 18
5 2 1/2" 63.5 30 40 5 2 1/2" 63.5 50 65
6 3" 76.2 60 65
7 3 1/2" 88.9 100 115
8 4" 101.6 See section 4-2
Table 6-5.2.2 Light Hazard Pipe Schedule
Pipe Nominal
DiameterS/N
Table 6-5.2.3 Number of Sprinklers above and below
Ceiling
S/N
Pipe Nominal
Diameter
Type of PipingType of Piping
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Steel Piping Copper Piping Steel Piping Copper Piping
Inch mm Max. No ofSprinklers
Max. No ofSprinklers
Inch mm Max. No of Sprinklers Max. No ofSprinklers
1 1" 25.4 2 2 1 2 1/2" 63.5 15 20
2 1 1/4" 31.75 3 3 2 3" 76.2 30 35
3 1 1/2" 38.1 5 5 3 3 1/2" 88.9 60 65
4 2" 50.8 10 12 For other pipe and tube sizes, see Table 6-5.3.2(a).
5 2 1/2" 63.5 20 25
6 3" 76.2 40 45
7 3 1/2" 88.9 65 75
8 4" 101.6 100 115 Steel Piping Copper Piping
9 5 127 160 180 Inch mm Max. No of SprinklersMax. No of
Sprinklers
10 6 152.4 275 300 1 1" 25.4 2 2
11 8 203.2 See section 4-2 See section 4-2 2 1 1/4" 31.75 4 4
3 1 1/2" 38.1 7 74 2" 50.8 15 18
5 2 1/2" 63.5 30 40
6 3" 76.2 60 65
otes:-
1- Branch lines shall not exceed 8 sprinklers on either side of a cross main.
2- Exception # 1:-
S/N
Pipe Nominal
Diameter
Type of Piping
Where more than 8 sprinklers on a branch line are necessary, lines may be increased to 9 sprinklers by
Table 6-5.3.2(a) Ordinary Hazard Pipe Schedule for
12 ft Separation or Less
S/N
Pipe Nominal
Diameter
Type of Piping
making the 2 end lengths 1 in. (25.4 mm) and 11/4 in. (33 mm), respectively, and the sizes thereafter standard.
Ten sprinklers are permitted to be placed on a branch line making the 2 end lengths 1 in. (25.4 mm)
and 11/4 in. (33 mm), respectively, and feeding the tenth sprinkler by a 21/2-in. (64-mm) pipe.
Table 6-5.3.3 Number of Sprinklers above and below a
S/N
Pipe Nominal
Diameter
Type of Piping
Table 6-5.3.2(b) Ordinary Hazard Pipe Schedule for
greater than 12 ft Separation
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Table 5 - 2.2 Minimum Water Supply Requirements for Pipe Schedule Sprinkler Systems
S/NOccupancy
Classification
Minimum Residual
Pressure Required
Acceptance Flow at
Base of Riser
Duration in
Minutes
1 Light Hazard 15 psi 500 - 750 gpm 30 - 60 sw2 Ordinary Hazard 20 psi 850 - 1500 gpm 60 - 90
Notes
1- The pipe schedule method shall be permitted only for:-
1- New installations of 5,000 ft2
(465 m2) or less
to the pipe schedules of section 6-5
2- Exception # 1:
(3.4 bar) at the highest elevation of sprinkler.
3- Exception No. 2:
the authority having jurisdiction.
alarm service is provided.
(See the Exceptions # 1 & 2 mentioned above)
3000 ft2
(279 m2) for Light Hazard or 4000 sq ft (372 m2) for Ordinary Hazard.
5-The residual pressure requirement of Table 5-2.2 shall be met at the elevation of the highest sprinkler.
6- The lower flow figure of Table 5-2.2 shall be permitted only where the building is of noncombustible construction
or the potential areas of fire are limited by building size or compartmentation such that no open areas exceed
2- Additions or modifications to existing pipe schedule systems sized according
The pipe schedule method shall be permitted for use in systems exceeding 5,000 ft2
(465m2)
where the flows required in Table 5-2.2 are available at a minimum residual pressure of 50 psi
The pipe schedule method shall be permitted for additions or modifications to existing extra
hazard pipe schedule systems if the pressures and flows are determined to be acceptable to
4- The lower duration value of Table 5-2.2 shall be acceptable only where remote station or central station waterflow
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Table 5 - 2.3 Minimum Water Demand Requirements - Hydraulic Calculation Method
S/N
Occupancy or Hazard
Classification
Inside Hose (gpm)
Total Combined
Inside and
Outside Hose
(gpm)
Duration in Minutes
1 Light Hazard 0, 50, or 100 100 30
2 Ordinary Hazard 0, 50, or 100 250 60 - 90
3 Extra Hazard 0, 50, or 100 500 90 - 120
otes:-
1-Exception No. 1:
of Special Occupancy Hazards, they shall take precedence.
2-Exception No. 2:
3-Exception No. 3:
considered in evaluating the available water supplies.
in 5-2.3.1.2. This supply shall be available for the minimum duration specified in Table 5-2.3.
5- Regardless of which of the two methods is used, the following restrictions apply:
the minimum area of sprinkler operation shall be 3000 ft2
(279 m2).
Where other NFPA standards have developed sprinkler system area/density or other
design criteria and water supply requirements appropriate for fire control or suppression
An allowance for inside and outside hose shall not be required where tanks supply sprinklers only.
Where pumps taking suction from a private fire service main supply sprinklers only, the pump
need not be sized to accommodate inside and outside hose. Such hose allowance shall be
Occupancies, the density for 1500 ft2
(139 m2) shall be used. For areas of sprinkler operation
less than 2500 ft2
(232 m2) for Extra Hazard Occupancies, the density for 2500 ft
2(232 m
2) shall be used
(b) For buildings having unsprinklered combustible concealed spaces (as described in 4-13.1.1),
4- The minimum water supply requirements for a hydraulically designed occupancy hazard fire control sprinkler system
shall be determined by adding the hose stream demand from Table 5-2.3 to the water supply for sprinklers determined
(a) For areas of sprinkler operation less than 1500 ft2
(139 m2) used for Light and Ordinary Hazard
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3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4" 5" 6" 8"
Steel pipe except
threaded lightwallN/A 12 - 0 12 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0
Threaded lightwall
steel pipeN/A 12 - 0 12 - 0 12 - 0 12 - 0 12 - 0 12 - 0 N/A N/A N/A N/A N/A
Copper tube8 - 0 8 - 0 10 - 0 10 - 0 12 - 0 12 - 0 12 - 0 15 - 0 15 - 0 15 - 0 15 - 0 15 - 0
CPVC 5 - 6 6 - 0 6 - 6 7 - 0 8 - 0 9 - 0 10 - 0 N/A N/A N/A N/A N/A
Polybutylene (IPS) N/A 3 - 9 4 - 7 5 - 0 5 - 11 N/A N/A N/A N/A N/A N/A N/A
Polybutylene (CTS) 2 - 11 3 - 4 3 - 11 4 - 5 5 - 5 N/A N/A N/A N/A N/A N/A N/A
Nominal pipe Size, inchType of piping
Table 4-14.2.2.1 Maximum distance between Hangers (ft - in)
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Inch mm Inch mm
1 Up to 2" Up to 50 3/4" or larger 19 or larger
2 2.5" : 3.5" 63.5 : 88.9 1 1/4" or larger 31.75 or larger
3 4" and larger 101.6 or larger 2" only 50.8 only
Riser or Main SizeS/N
Size of Drain Connection
Table 4 - 14.3.4.2 Drain Size
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S/NSymbol or
AbbreviationDESCRIPTION
p Pressure in psi
gpm U.S. gallon per minute
q Flow increment in gpm to be added to a specific location
Q Summation of flow in gpm at a specific location
Pt Total pressure in psi at a point in a pipe
Pf Pressure loss due to friction between points indicated in location column
Pe
Pressure loss due to elevation difference between indicated points. This can be a
plus value or a minus value. Where minus, the (-) shall be used; where plus, no sign
need be indicated.
Pv Velocity pressure in psi at a point in a pipe
Pn Normal pressure in psi at a point in a pipe
E 900
Elbow
EE 450
ElbowLt.E Long turn elbow
Cr Cross
T Tee - flow turned 900
GV Gate valve
BV Butterfly (wafer) check valve
Del V Deluge valve
ALV Alarm valve
DPV Dry pipe valve
CV Swing check valve
WCV Butterfly (wafer) check valve
St Strainer
psi Pounds per square inchv Velocity of water in pipe in feet per second (fps)
Table 1 - 5 Hydraulic Symbols
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inch mm
1 1/4 6.4 1.3 - 1.5 25 1/2" NPT Yes Yes
2 5/16 8 1.8 - 2 33.3 1/2" NPT Yes Yes
3 3/8 9.5 2.6 - 2.9 50 1/2" NPT Yes Yes
4 7/16 11 4 - 4.4 75 1/2" NPT Yes Yes
5 1/2 12.7 5.3 - 5.8 100 1/2" NPT No No
6 1 7/32 13.57.4 - 8.2
1403/4" NPT or
1/2" NPTNo Yes No Yes
7 5/8 15.911 - 11.5
2001/2" NPT or
3/4" NPT
Yes
YesYes Yes
8 3/4 19 13.5-14.5 250 3/4" NPT Yes Yes
Notes:-
K factor is the constant in the formula Q = K P where Q = Flow in gpm & P = Pressure in psi
For SI units: Qm = KmPm where Q = Flow in L/min, Pm = Pressure in bar & Km = 14 K
Nominal Orifice Size
K FactorS/N
Table 2-2.2 Sprinkler Discharge Characteristics Identification
Percent of
Nominal 1/2"
Discharge
Thread Type Pintle
Nominal
Orifice Size
Marked On
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Table 2-2.4.1 Temperature Ratings, Classifications, and Color Codings
S/N
0F
0C
0F
0C
1 100 38 135 to 170 57 to 77 OrdinaryUncolored or
black
Orange or
red
2 150 66 175 to 225 79 to 107 Intermediate White
Yellow or
green
3 225 107 250 to 300 121 to 149 High Blue Blue
4 300 149 325 to 375 163 to 191 Extra High Red Purple
5 375 191 400 to 475 204 to 246 Very Extra High Green Black
6 475 246 500 to 575 260 to 302 Ultr high Orange Black
7 625 329 650 343 Ultr high Orange Black
Max. Ceiling Temp. Tempature Rating Temperature
Classification
Colour Code
Glass Bulb
Colors
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Inch mm Inch mm Inch mm Inch mm Inch mm
1 Up to 4" 9.5 to 100 3/8 9.5 1 Up to 4" 3/8" 9.5 3/8" 9.5
2 5, 6 & 8" 1/2" 12.7 2 5" & 6" 1/2" 12.7 1/2" 12.7
3 10" & 12" 5/8" 15.9 3 8" 3/4" 19.1 1/2" 12.7
Table 2-6.4.5 Screw Dimensions for Ceiling Flanges & U-Hook
Inch mm Inch mm Inch mm Inch mm Inch mm
1 Up to 2" 5/16 7.9 1 Up to 2"
2 2.5" & 6" 3/8" 9.5 2 5" & 6"
3 8" 1/2" 12.7 3 8"
S/NDiam. Of Rod
Table 2-6.4.1 Hanger Rod Sizes
Table 2-6.4.2 U-Hook Rod Sizes
S/NPipe Size
Hook Material
Diameter S/NPipe Size 2 Screw Flanges With Welded Eye
Pipe Size
Table 2-6.4.3 Eye Rod Sizes
S/NPipe Size With Bent Eye With Welded Eye
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Ft2
m2
1 Light Hazard Any method 52,000 4,831
2 Ordinary Hazard Any method 52,000 4,831
Pipe Schedule 25,000 2,323
Hydraulically
Calculated40,000 3,716
4
Storage -High piled
storage (as defined in
1-4.2) and storage
covered by other
NFPA standards
Any method 40,000 3,716
Extra Hazard3
Maximum floor area on any one floor to be protected by sprinklers supplied by any one sprinkler system riser or combined system riser
Maximum floor areaS/N Hazard Classification
Calculation
Method
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6-4.2.1 Friction Loss Formula. Pipe friction losses shall be determined on the basis of the Hazen-Williams formula as the following:-
4.52 Q1.85
C1.85
D4.87
Where:
P = frictional resistance in pounds pressure per square inch per foot of pipe
Q = flow in gpm
D = actual internal diameter of pipe in inches
C = friction loss coefficient ( 120 for wet steel & galvanized pipes).
Note:-
Value of C 100 120 130 140 150
Multiplyi
ng Factor
0.713 1 1.16 1.33 1.51
C Value*
Unlined cast or ductile iron 100
100
120
120
150
140
150
6-4.2.2 Velocity Pressure Formula. Velocity pressure shall be determined on the basis of the formula as the following:-
0.001123 Q2
D4
Where:-
Pv = velocity pressure in psi
Q = flow in gpm
D = inside diameter in inches
Plastic (listed) all
Cement lined cast or ductile iron
Copper tube or stainless steel
Black steel (dry systems including preaction)
Black steel (wet systems including deluge)
Galvanized (all)
P =
Pv =
The above mentioned formula is valid for schedule 40 black steel piping without any correction for friction loss coefficient ( C ), but if you w
any other piping you have to multiply C by the below multiplying factor:
Table 6-4.3.2 C Values Multiplier
Table 6-4.4.5 Hazen-Williams C Values
Pipe or Tube
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6-4.3 Equivalent Pipe Lengths of Valves and Fittings.
equivalent feet shown in Table 6-4.3.1 shall be multiplied by a factor derived from the following formula:
4.87
The factor thus obtained shall be further modified as required by Table 6-4.3.2.
This table shall apply to other types of pipe listed in Table 6-4.4.5 only where modified by factors from 6-4.3.1 and 6-4.3.2.
1/2" 3/4" 1" 11/4" 11/2" 2" 21/2" 3" 31/2" 4"
45 Elbow NA 1 1 1 2 2 3 3 3 4
90 Standard
elbow 1 2 2 3 4 5 6 7 8 1090 Long turn
elbow0.5 1 2 2 2 3 4 5 5 6
Tee or cross
(flow turned 90)3 4 5 6 8 10 12 15 17 20
Butterfly valve - - - - - 6 7 10 - 12
Gate valve - - - - 1 1 1 1 2
Swing check* - 5 7 9 11 14 16 19 22
*Due to the variations in design of swing check valves, the pipe equivalents indicated in the above table are considered average.
NOTE 1: This table applies to all types of pipe listed in Table 6-4.4.5.
NOTE 2: Information on 1/2-in. pipe is included in this table only because it is allowed under 4-13.18.2 and 4-13.18.3.
Factor =Schedule 40 steel pipe inside diameter
Actual inside diameter
Fitting or Valve Equivalent Length in feet of Pipe Length
Table 6-4.3.1 Equivalent Schedule 40 Steel Pipe Length Chart
Type of Fittings
or Valves
Table 6-4.3.1 shall be used to determine the equivalent length of pipe for fittings and devices unless manufacturer's test data indicate
that other factors are appropriate. For saddle-type fittings having friction loss greater than that shown in Table 6-4.3.1, the increased
friction loss shall be included in hydraulic calculations. For internal pipe diameters different from Schedule 40 steel pipe, the
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6-4.2.4 Hydraulic Junction Points.
Table 5 - 2.3 Minimum Water Demand Requirements - Hydraulic Calculation Method
S/N
Occupancy or
Hazard
Classification
Inside Hose
(gpm)
Total
CombinedInside and
Outside Hose
(gpm)
Duration
in Minutes
1 Light Hazard 0, 50, or 100 100 30
2 Ordinary Hazard 0, 50, or 100 250 60 - 90
3 Extra Hazard 0, 50, or 100 500 90 - 120
Pressures at hydraulic junction points shall balance within 0.5 psi (0.03 bar). The highest pressure at the junction point, and the total flows as adjus
into the calculations.
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Figure 5-2.3 Area/density curves.
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WATER PRESSURE DROP DUE TO FRICTION FOR SCHEDULE he water pressure drop in steel schedule 40 lines can be calculated by using the formula:-
Where:-
P = water pressure drop due to friction (ft of water)
= water volume flow (lpm) Value of C 100 120 130 140 150
= frict ion loss coeff icientMultiplying
Factor0.713 1 1.16 1.33 1.51
= inside diameter of pipe (mm)
= length of pipe in meter.
ngth 30.48 (m) 100.00 (ft)
1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8"
15.798 20.93 26.645 35.052 40.894 52.501 62.713 77.928 102.26 154.05 202.
gpm lpm P (ft H2O) P (ft H2O) P (ft H2O) P (ft H2O)P (ft H2O)P (ft H2O)P (ft H2O) P (ft H2O) P (ft H2O)P (ft H2O)P (ft H
0.00 37.85 106.29 27.01 8.34 2.19 1.03 0.31 0.13 0.04 0.01 0.00 0.00
20.00 75.70 383.18 97.37 30.05 7.90 3.73 1.11 0.47 0.16 0.04 0.01
30.00 113.55 811.28 206.17 63.62 16.73 7.90 2.34 0.98 0.34 0.09 0.01
40.00 151.40 1,381.36 351.04 108.33 28.49 13.45 3.98 1.68 0.58 0.15 0.02
50.00 189.25 2,087.32 530.44 163.69 43.06 20.32 6.02 2.53 0.88 0.23 0.0360.00 227.10 2,924.65 743.23 229.36 60.33 28.48 8.43 3.55 1.23 0.33 0.04
70.00 264.95 3,889.79 988.49 305.05 80.24 37.87 11.22 4.72 1.64 0.44 0.06 0.02
80.00 302.80 4,979.79 1,265.49 390.53 102.72 48.49 14.36 6.04 2.10 0.56 0.08 0.02
90.00 340.65 6,192.18 1,573.58 485.61 127.73 60.29 17.86 7.51 2.61 0.69 0.09 0.02
00.00 378.50 7,524.79 1,912.23 590.12 155.22 73.27 21.70 9.13 3.17 0.84 0.11 0.03
10.00 416.35 8,975.76 2,280.96 703.91 185.15 87.39 25.88 10.89 3.78 1.01 0.14 0.04
20.00 454.20 10,543.38 2,679.33 826.84 217.48 102.66 30.41 12.80 4.44 1.18 0.16 0.04
30.00 492.05 12,226.15 3,106.96 958.81 252.19 119.04 35.26 14.84 5.15 1.37 0.19 0.05
40.00 529.90 14,022.70 3,563.51 1,099.70 289.25 136.53 40.44 17.02 5.91 1.57 0.21 0.06
50.00 567.75 15,931.75 4,048.64 1,249.42 328.63 155.12 45.95 19.33 6.71 1.79 0.24 0.06
60.00 605.60 17,952.16 4,562.08 1,407.86 370.30 174.79 51.77 21.79 7.56 2.01 0.27 0.07
70.00 643.45 20,082.84 5,103.54 1,574.96 414.25 195.54 57.92 24.37 8.46 2.25 0.31 0.08
80.00 681.30 22,322.80 5,672.77 1,750.62 460.46 217.35 64.38 27.09 9.41 2.50 0.34 0.09
90.00 719.15 24,671.12 6,269.53 1,934.78 508.90 240.21 71.15 29.94 10.40 2.77 0.38 0.10
00.00 757.00 27,126.90 6,893.60 2,127.37 559.55 264.13 78.23 32.92 11.43 3.04 0.41 0.11
10.00 794.85 29,689.32 7,544.78 2,328.33 612.41 289.07 85.62 36.03 12.51 3.33 0.45 0.12
20.00 832.70 32,357.62 8,222.86 2,537.58 667.45 315.06 93.32 39.27 13.63 3.63 0.49 0.13
30.00 870.55 35,131.05 8,927.65 2,755.08 724.66 342.06 101.31 42.63 14.80 3.94 0.54 0.14
40.00 908.40 38,008.91 9,658.99 2,980.77 784.02 370.08 109.61 46.13 16.02 4.26 0.58 0.15
50.00 946.25 40,990.54 10,416.69 3,214.60 845.52 399.11 118.21 49.74 17.27 4.60 0.63 0.16
60.00 984.10 44,075.30 11,200.60 3,456.52 909.15 429.15 127.11 53.49 18.57 4.94 0.67 0.18
70.00 1,021.95 47,262.60 12,010.57 3,706.48 974.90 460.18 136.30 57.36 19.91 5.30 0.72 0.19
80.00 1,059.80 50,551.84 12,846.45 3,964.43 1,042.74 492.21 145.79 61.35 21.30 5.67 0.77 0.20
90.00 1,097.65 53,942.48 13,708.09 4,230.33 1,112.68 525.22 155.56 65.46 22.73 6.05 0.82 0.22
00.00 1,135.50 57,433.98 14,595.37 4,504.15 1,184.70 559.22 165.63 69.70 24.20 6.44 0.88 0.23
P = 202.64475 (Q)1.85
(L) (10)5/ ( C )
1.85(d )
4.87 Type of Pipe or Tub
Pressure Drop For Sch 40 Steel Pipes
NPS Pipe Size / Innside diameter
Unlined cast or ductile iron
ater Volume Flow
ate
Black steel (dry systems including p
Black steel (wet systems including d
Galvanized (all)
Plastic (listed) all
Cement lined cast or ductile iron
Copper tube or stainless steel
http://www.engineeringtoolbox.com/pressure-d_587.htmlhttp://www.engineeringtoolbox.com/pressure-d_587.html -
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10.00 1,173.35 0.93
20.00 1,211.20 0.99
40.00 1,286.90 1.10
50.00 1,324.75 1.16
60.00 1,362.60 1.23
70.00 1,400.45 1.29
80.00 1,438.30 1.36
90.00 1,476.15 1.42
00.00 1,514.00 1.49
10.00 1,551.85 1.56
20.00 1,589.70 1.63
30.00 1,627.55 1.70
40.00 1,665.40 1.78
50.00 1,703.25 1.85
60.00 1,741.10 1.93
70.00 1,778.95 2.01
80.00 1,816.80 2.09
90.00 1,854.65 2.17
00.00 1,892.50 2.25
10.00 1,930.35 2.34
20.00 1,968.20 2.42
30.00 2,006.05 2.51
40.00 2,043.90 2.60
50.00 2,081.75 2.69
60.00 2,119.60 2.7870.00 2,157.45 2.87
80.00 2,195.30 2.97
90.00 2,233.15 3.06
00.00 2,271.00 3.16
10.00 2,308.85 3.26
20.00 2,346.70 3.36
30.00 2,384.55 3.46
40.00 2,422.40 3.56
50.00 2,460.25 3.66
60.00 2,498.10 3.77
70.00 2,535.95 3.87
80.00 2,573.80 3.98
90.00 2,611.65 4.09
00.00 2,649.50 4.20
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
0.2 0.00045 1.13 100 4.62 97 3.58 92 3.140.3 0.00067 1.69 150 9.52 146 7.63 138 6.81
0.4 0.00089 2.26 200 16.0 194 13.1 184 11.8
0.5 0.00111 2.82 250 24.0 243 20.1 230 18.2
0.6 0.00134 3.39 300 33.4 291 28.4 276 26.0
0.7 0.00156 3.95 350 44.6 340 38.3 322 35.2
0.8 0.00178 4.52 400 57.1 389 49.6 368 45.7
0.9 0.00201 5.08 450 71.1 437 62.5 414 57.4
1.0 0.00223 5.65 500 86.6 486 76.4 460 70.7
1.2 0.00267 6.77 600 122 583 109 552 101
1.4 0.00312 7.90 700 164 680 148 644 137
1.6 0.00356 9.03 800 213 777 194 735 181
1.8 0.00401 10.2 900 264 874 241 827 225
2.0 0.00446 11.3 1,000 324 972 298 919 278
Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
0.4 0.00089 1.23 200 3.65 104 2.86 184 2.52
0.6 0.00134 1.85 300 7.54 291 6.11 276 5.470.8 0.00178 2.47 400 12.7 389 5.92 368 9.53
1.0 0.00223 3.08 500 19.1 486 16.2 460 14.7
1.2 0.00267 3.70 600 26.8 583 22.9 552 21.0
1.4 0.00312 4.32 700 35.6 680 30.9 644 28.4
1.6 0.00356 4.93 800 45.6 777 39.9 735 26.9
1.8 0.00401 5.55 900 56.9 874 50.2 827 46.5
2.0 0.00446 6.17 1,000 69.4 972 61.8 919 57.2
2.5 0.00557 7.71 1,250 106 1,215 95.4 1,149 89.0
3.0 0.00668 9.25 1,500 150 1,457 137 1,379 128
3.5 0.0078 10.8 1,750 202 1,700 185 1,609 173
4.0 0.00891 12.3 2,000 261 1,943 240 1,839 225
4.5 0.0100 13.9 2,250 328 2,186 304 2,069 285
5.0 0.0111 15.4 2,500 402 2,429 374 2,298 351
FRICTION LOSS IN 1/8-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* To calculate the velocity (Vx) or the pressure drop (Hx) through pipe other than schedule
Vx = V40(D40/Dx)2; Hx = H40(D40/Dx)
5
FRICTION LOSS IN 1/4-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
0.6 0.00134 1.01 300 1.72 291 1.33 276 1.17
0.8 0.00178 1.34 400 2.88 389 2.28 368 2.02
1.0 0.00223 1.68 500 4.29 486 3.46 460 3.09
1.5 0.00334 2.52 750 8.92 729 7.44 690 6.74
2.0 0.00446 3.36 1,000 15.2 972 12.9 919 11.8
2.5 0.00557 4.2 1,250 22.9 1,215 19.8 1,149 18.2
3.0 0.00668 5.04 1,500 32.2 1,457 28.3 1,379 26.1
3.5 0.0078 5.88 1,750 43.0 1,700 38.2 1,609 35.4
4.0 0.00891 6.72 2,000 55.3 1,943 46.5 1,839 46.0
4.5 0.0100 7.56 2,250 69.2 2,186 62.5 2,069 35.1
5.0 0.0111 8.40 2,500 84.8 2,429 76.9 2,298 71.7
6.0 0.0134 10.1 3,000 120 2,915 110 2,758 102
7.0 0.0156 11.8 3,500 162 3,401 149 3,218 139
8.0 0.0178 13.4 4,000 209 3,887 194 3,677 182
9.0 0.0201 15.1 4,500 263 7,372 245 4,137 230
10.0 0.0223 16.8 5,000 323 4,858 302 4,597 283
Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
1.0 0.00223 1.06 500 1.38 486 1.08 460 0.946
1.5 0.00334 1.58 750 2.86 729 2.30 690 2.05
2.0 0.00446 2.11 1,000 4.81 972 3.95 919 3.562.5 0.00557 2.64 1,250 7.22 1,215 6.05 1,149 5.49
3.0 0.00668 3.17 1,500 10.1 1,457 8.58 1,379 7.83
3.5 0.0078 3.70 1,750 13.4 1,700 11.5 1,609 10.6
4.0 0.00891 4.22 2,000 17.2 1,943 14.9 1,839 13.7
4.5 0.0100 4.75 2,250 21.4 2,186 18.8 2,069 17.3
5.0 0.0111 5.28 2,500 26.1 2,429 23.0 2,298 21.3
6.0 0.0134 6.34 3,000 36.8 2,915 32.9 2,758 30.5
7.0 0.0156 7.39 3,500 49.4 3,401 44.5 3,218 41.4
8.0 0.0178 8.45 4,000 63.2 3,887 57.4 3,677 53.4
9.0 0.0201 9.50 4,500 79.6 4,372 72.7 4,137 67.8
10.0 0.0223 10.6 5,000 97.5 4,858 89.6 4,597 83.7
11.0 0.0245 11.6 5,500 118 5,344 108 5,056 101
12.0 0.0267 12.7 6,000 139 5,830 128 5,516 12013.0 0.0290 13.7 6,500 162 6,316 151 5,976 141
14.0 0.0312 14.8 7,000 188 6,801 175 6,435 164
15.0 0.0334 15.8 7,500 214 7,287 200 6,895 188
* See Footnote, page 1, for pipe other than schedule 40.
FRICTION LOSS IN 1/2-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow RateVelocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
FRICTION LOSS IN 3/8-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
1.0 0.00223 0.602 500 0.358 486 0.269 460 0.231
1.5 0.00334 0.903 750 0.734 729 0.566 690 0.494
2.0 0.00446 1.20 1,000 1.22 972 0.96 919 0.848
2.5 0.00557 1.50 1,250 1.82 1,215 1.46 1,149 1.30
3.0 0.00668 1.81 1,500 2.51 1,457 2.05 1,379 1.84
3.5 0.0078 2.11 1,750 3.32 1,700 2.75 1,609 2.48
4.0 0.00891 2.41 2,000 4.25 1,943 3.54 1,839 3.21
4.5 0.0100 2.71 2,250 5.27 2,186 4.44 2,069 4.04
5.0 0.0111 3.01 2,500 6.4 2,429 5.44 2,298 4.96
6.0 0.0134 3.61 3,000 8.98 2,915 7.73 2,758 7.09
7.0 0.0156 4.21 3,500 12 3,401 10.4 3,218 9.57
8.0 0.0178 4.81 4,000 15.3 3,887 13.5 3,677 12.4
9.0 0.0201 5.42 4,500 19.1 4,372 16.9 4,137 15.7
10.0 0.0223 6.02 5,000 23.3 4,858 20.8 4,597 19.3
11.0 0.0245 6.62 5,500 28.0 5,344 25.1 5,056 23.3
12.0 0.0267 7.22 6,000 32.5 5,830 29.7 5,516 27.6
13.0 0.0290 7.82 6,500 38.4 6,316 34.8 5,976 32.4
14.0 0.0312 8.42 7,000 44.3 6,801 40.1 6,435 37.4
15.0 0.0334 9.03 7,500 50.7 7,287 46.2 6,895 43.1
16.0 0.0356 9.63 8,000 57.2 7,773 52.3 7,355 48.8
17.0 0.0379 10.2 8,500 64.4 8,259 59.1 7,814 55.2
18.0 0.0401 10.8 9,000 71.6 8,745 65.9 8,274 61.6
19.0 0.0423 11.4 9,500 79.6 9,231 73.4 8,734 68.6
20.0 0.0446 12.0 10,000 87.9 9,716 81.2 9,193 76.0
22.0 0.0490 13.2 11,000 106 10,688 97.9 10,113 91.8
24.0 0.0535 14.4 12,000 125 11,660 117 11,032 109
26.0 0.0579 15.6 13,000 146 12,631 139 11,951 128
28.0 0.0624 16.8 14,000 169 13,602 158 12,871 148
30.0 0.0668 18.1 15,000 193 14,575 181 13,790 170
* See Footnote, page 1, for pipe other than schedule 40.
FRICTION LOSS IN 3/4-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
1 0.00267 0.371 500 0.113 486 0.083 460 0.07
2 0.00446 0.742 1,000 0.381 972 0.29 919 0.252
3 0.00668 1.11 1,500 0.778 1,457 0.612 1,379 0.54
4 0.00891 1.48 2,000 1.30 1,943 1.05 1,839 0.936
5 0.0111 1.86 2,500 1.94 2,429 1.59 2,298 1.43
6 0.0134 2.23 3,000 2.71 2,915 2.25 2,758 2.04
7 0.0156 2.60 3,500 3.59 3,401 3.03 3,218 2.75
8 0.0178 2.97 4,000 4.59 3,887 4.08 3,677 3.56
9 0.0201 3.34 4,500 5.70 4,372 4.89 4,137 4.48
10 0.0223 3.71 5,000 6.94 4,858 6.00 4,597 5.51
12 0.0267 4.45 6,000 9.76 5,830 8.54 5,516 7.87
14 0.0312 5.20 7,000 13.0 6,801 11.6 6,435 10.7
16 0.0356 5.94 8,000 16.8 7,773 15.0 7,355 13.9
18 0.0401 6.68 9,000 21.0 8,745 18.9 8,274 17.5
20 0.0446 7.42 10,000 25.7 9,716 23.2 9,193 21.6
22 0.0490 8.17 11,000 30.8 10,688 28.1 10,113 26.1
24 0.0535 8.91 12,000 36.2 11,660 33.1 11,032 30.9
26 0.0579 9.65 13,000 42.5 12,631 38.9 11,951 36.3
28 0.0624 10.4 14,000 48.9 13,603 45.0 12,871 42.0
30 0.0668 11.1 15,000 55.9 14,575 51.6 13,790 48.2
32 0.0713 11.9 16,000 63.2 15,546 58.4 14,709 54.7
34 0.0758 12.6 17,000 71.3 16,518 66.1 15,629 61.9
36 0.0802 13.4 18,000 79.6 17,490 74.0 16,548 69.3
38 0.0847 14.1 19,000 88.2 18,461 82.1 17,467 77.0
40 0.0891 14.8 20,000 97.7 19,433 91.1 18,387 85.4
42 0.0936 15.6 21,000 107 20,404 100 19,306 94.1
44 0.0980 16.3 22,000 118 21,376 110 20,225 103
46 0.102 17.1 23,000 128 22,348 120 21,145 113
48 0.107 17.8 24,000 139 23,319 130 22,064 122
50 0.111 18.6 25,000 151 24,291 141 22,984 133
55 0.123 20.4 27,500 182 26,720 171 25,282 161
60 0.134 22.3 30,000 215 29,149 203 37,580 191
65 0.145 24.1 32,500 252 31,578 241 29,879 224
70 0.156 26.0 35,000 279 34,007 276 32,177 260
75 0.167 27.8 37,500 332 36,437 316 34,475 297
80 0.178 29.7 40,000 379 38,866 360 36,774 339
85 0.189 31.6 42,500 428 41,295 407 39,072 384
90 0.201 33.4 45,000 477 43,724 454 41,370 428
95 0.212 35.3 47,500 531 46,153 506 43,669 477
100 0.223 37.1 50,000 588 48,582 261 45,967 529
FRICTION LOSS IN 1-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
2 0.00446 0.429 1,000 0.102 972 0.0758 919 0.0644
3 0.00668 0.644 1,500 0.208 1,457 0.158 1,379 0.1374 0.00891 0.858 2,000 0.345 1,943 0.266 1,839 0.233
5 0.0111 1.073 2,500 0.514 2,429 0.404 2,298 0.356
6 0.0134 1.29 3,000 0.708 2,915 0.565 2,758 0.501
7 0.0156 1.50 3,500 0.935 3,401 0.755 3,218 0.676
8 0.0178 1.72 4,000 1.19 3,887 0.972 3,677 0.870
9 0.0201 1.93 4,500 1.47 4,372 1.21 4,137 1.09
10 0.0223 2.15 5,000 1.79 4,858 1.48 4,597 1.34
12 0.0267 2.57 6,000 2.49 5,830 2.10 5,516 1.92
14 0.0312 3.00 7,000 3.31 6,801 2.82 6,435 2.58
16 0.0356 3.43 8,000 4.24 7,773 3.65 7,355 3.35
18 0.0401 3.86 9,000 5.29 8,745 4.59 8,274 4.22
20 0.0446 4.29 10,000 6.43 9,716 5.63 9,193 5.18
22 0.049 4.72 11,000 7.68 10,688 6.77 10,113 6.26
24 0.0535 5.15 12,000 9.06 11,660 8.02 11,032 7.42
26 0.0579 5.58 13,000 10.5 12,631 9.37 11,951 8.69
28 0.0624 6.01 14,000 12.1 13,603 10.8 12,871 10.0
30 0.0668 6.44 15,000 13.8 14,575 12.4 13,790 11.5
32 0.0713 6.86 16,000 15.6 15,546 14.1 14,709 13.1
34 0.0758 7.29 17,000 17.5 16,518 15.9 15,629 14.7
36 0.0802 7.72 18,000 19.6 17,490 17.7 16,548 16.5
38 0.0847 8.15 19,000 21.7 18,461 19.7 17,467 18.3
40 0.0891 8.58 20,000 23.8 19,433 21.7 18,387 20.3
42 0.0936 9.01 21,000 26.2 20,404 24.0 19,306 22.4
44 0.0980 9.44 22,000 28.6 21,376 26.2 20,225 24.4
46 0.102 9.87 23,000 31.2 22,348 28.7 21,145 26.7
48 0.107 10.3 24,000 34.0 23,319 31.3 22,064 29.2
50 0.111 10.7 25,000 36.8 24,291 33.9 22,984 31.755 0.123 11.8 27,500 44.1 26,720 40.8 25,282 38.2
60 0.134 12.9 30,000 52.2 29,149 48.5 37,580 45.5
65 0.145 13.9 32,500 61.1 31,578 56.8 29,879 53.5
70 0.156 15.0 35,000 70.5 34,007 65.8 32,177 61.6
75 0.167 16.1 37,500 80.7 36,437 75.5 34,475 70.8
80 0.178 17.2 40,000 91.5 38,866 85.8 36,774 80.6
85 0.189 18.2 42,500 103 41,295 96.8 39,072 91.0
90 0.201 19.3 45,000 115 43,724 108 41,370 102
95 0.212 20.4 47,500 128 46,153 121 43,669 114
100 0.223 21.5 50,000 142 48,582 134 45,967 126
110 0.245 23.6 55,000 171 53,440 161 50,564 152
120 0.267 25.7 60,000 203 58,298 192 55,160 135
130 0.290 27.9 65,000 237 63,157 225 59,757 159
140 0.312 30.0 70,000 274 68,015 260 64,354 183150 0.334 32.2 75,000 314 72,873 299 68,951 211
* See Footnote, page 1, for pipe other than schedule 40.
FRICTION LOSS IN 1 1/4-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
2 0.00446 0.315 1 0.0490 0.972 0.0358 0.919 0.0302
3 0.00668 0.473 2 0.0993 1.457 0.0741 1.379 0.0632
4 0.00891 0.630 2 0.165 1.943 0.125 1.838 0.108
5 0.0111 0.788 3 0.243 2.429 0.188 2.298 0.164
6 0.0134 0.946 3 0.336 2.915 0.263 2.758 0.231
7 0.0156 1.10 4 0.443 3.401 0.350 3.218 0.308
8 0.0178 1.26 4 0.562 3.887 0.449 3.677 0.398
9 0.0201 1.42 5 0.695 4.372 0.560 4.137 0.498
10 0.0223 1.58 5 0.839 4.858 0.682 4.597 0.610
12 0.0267 1.89 6 1.17 5.830 0.962 5.516 0.867
14 0.0312 2.21 7 1.54 6.801 1.29 6.435 1.16
16 0.0356 2.52 8 1.98 7.773 1.66 7.355 1.51
18 0.0401 2.84 9 2.45 8.745 2.09 83274 1.90
20 0.0446 3.15 10 2.98 9.716 2.55 9.193 2.34
22 0.049 3.47 11 3.56 10.69 3.08 10.11 2.82
24 0.0535 3.78 12 4.18 11.66 3.63 11.03 3.33
26 0.0579 4.10 13 4.85 12.63 4.25 11.95 3.92
28 0.0624 4.41 14 5.59 13.60 4.91 12.87 4.51
30 0.0668 4.73 15 6.35 14.57 5.6 13.79 5.17
32 0.0713 5.04 16 7.17 15.55 6.35 14.71 5.89
34 0.0758 5.36 17 8.04 16.52 7.15 15.63 6.60
36 0.0802 5.67 18 8.97 17.49 8.00 16.55 7.40
38 0.0847 5.99 19 10.3 18.46 9.21 17.47
40 0.0891 6.30 20 11.0 19.43 9.84 18.39 9.15
42 0.0936 6.62 21 12.0 20.40 10.8 19.31 10.1
44 0.098 6.93 22 13.1 21.38 11.8 20.23 11.0
46 0.102 7.25 23 14.3 22.35 12.9 21.14 12.0
48 0.107 7.56 24 15.5 23.32 14.1 22.06 13.1
50 0.111 7.88 25 16.8 24.29 15.3 22.98 14.255 0.123 8.67 28 20.2 26.72 18.5 25.28 17.2
60 0.134 9.46 30 23.8 29.15 21.8 27.58 20.4
65 0.145 10.2 33 27.7 31.58 25.5 29.88 23.8
70 0.156 11.0 35 32.0 34.01 29.5 32.18 27.6
75 0.167 11.8 38 36.6 36.44 33.8 34.48 31.7
80 0.178 12.6 40 41.4 38.87 38.5 36.77 36.1
85 0.189 13.4 43 46.6 41.29 43.4 39.07 40.7
90 0.201 14.2 45 52.1 43.72 48.6 41.37 45.7
95 0.212 15.0 48 57.8 46.15 54.0 43.67 50.8
100 0.223 15.8 50 63.9 48.58 59.8 45.97 56.0
110 0.245 17.3 55 77.0 53.44 72.2 50.56 67.7
120 0.267 18.9 60 91.3 58.30 85.9 55.16 80.6
130 0.29 20.5 65 107 63.16 101 59.76 94.5
140 0.312 22.1 70 123 68.01 117 64.35 110150 0.334 23.6 75 141 72.87 134 68.95 126
160 0.356 25.2 80 161 77.73 152 73.55 143
170 0.379 26.8 85 181 82.59 172 78.14 162
180 0.401 28.4 90 202 87.45 192 82.74 18.1
190 0.423 29.9 95 225 92.31 214 87.34 20.2
200 0.446 31.5 100 248 97.16 236 91.93 22.3
FRICTION LOSS IN 1 1/2-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
2 0.00446 0.191 1 0.0150 0.972 0.0108 0.919 0.00897
4 0.00891 0.382 2 0.0498 1.943 0.0368 1.838 0.0313
6 0.0134 0.574 3 0.101 2.915 0.0766 2.758 0.0659
8 0.0178 0.765 4 0.168 3.887 0.130 3.677 0.113
10 0.0223 0.956 5 0.249 4.858 0.196 4.597 0.172
12 0.0267 1.150 6 0.346 5.830 0.275 5.516 0.244
14 0.0312 0.134 7 0.455 6.801 0.366 6.435 0.325
16 0.0356 1.53 8 0.580 7.773 0.471 7.355 0.422
18 0.0401 1.72 9 0.717 8.745 0.588 8.274 0.529
20 0.0446 1.91 10 0.868 9.716 0.718 9.193 0.648
22 0.0490 2.10 11 1.03 10.69 0.861 10.11 0.777
24 0.0535 2.29 12 1.21 11.66 1.02 11.03 0.924
26 0.0579 2.49 13 1.40 12.63 1.18 11.95 1.08
28 0.0624 2.68 14 1.60 13.60 1.36 12.87 1.24
30 0.0668 2.87 15 1.83 14.57 1.56 13.79 1.42
35 0.0780 3.35 18 2.43 17.00 2.10 16.09 1.93
40 0.0891 3.82 20 3.11 19.43 2.71 18.39 2.50
45 0.100 4.30 23 3.89 21.86 3.42 20.69 3.14
50 0.111 7.78 25 4.74 24.29 4.19 22.98 3.87
55 0.123 5.26 28 5.67 26.72 5.05 25.28 4.69
60 0.134 5.74 30 6.68 29.15 5.98 27.58 5.52
65 0.145 6.21 33 7.79 31.58 7.00 29.88 6.48
70 0.156 6.69 35 8.96 34.01 8.09 32.18 7.52
75 0.167 7.17 38 10.2 36.44 9.26 34.48 8.63
80 0.178 7.65 40 11.6 38.87 10.5 36.72 9.82
85 0.189 8.13 43 13.0 41.29 11.9 39.07 11.1
90 0.201 8.60 45 14.5 43.72 13.2 41.37 12.4
95 0.212 9.08 48 16.1 46.15 14.7 43.67 13.7
100 0.223 9.56 50 17.8 48.58 16.3 45.97 15.2110 0.245 10.5 55 21.3 53.44 19.7 50.56 18.4
120 0.267 11.5 60 25.3 58.30 23.4 55.16 21.9
130 0.290 12.4 65 29.5 63.16 27.4 59.76 25.7
140 0.312 13.4 70 34.0 68.01 31.7 64.35 29.7
150 0.334 14.3 75 39.0 72.87 36.4 68.95 34.2
160 0.356 15.3 80 44.2 77.73 41.4 73.55 38.9
170 0.379 16.3 85 49.7 82.59 46.6 78.14 44.0
180 0.401 17.2 90 55.5 87.45 52.1 82.74 48.8
190 0.423 18.2 95 61.7 92.31 58.1 87.34 54.4
200 0.446 19.1 100 68.2 97.16 64.2 91.93 60.2
220 0.490 21.0 110 82.4 106.9 77.7 101.1 72.9
240 0.535 22.9 120 97.6 116.6 92.4 110.3 86.7
260 0.579 24.9 130 114 126.3 108 119.5 102
280 0.624 26.8 140 132 136.0 125 128.7 118300 0.668 28.7 150 152 145.7 144 137.9 136
320 0.713 30.6 160 171 155.5 163 147.1 154
340 0.758 32.5 170 194 165.2 184 156.3 174
360 0.802 34.4 180 217 174.9 207 165.5 195
380 0.847 36.3 190 242 184.6 230 174.7 217
400 0.891 38.2 200 267 194.3 255 183.9 241
* See Footnote, page 1, for pipe other than schedule 40.
FRICTION LOSS IN 2-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
4 0.00891 0.268 2 0.0215 1.943 0.0157 1.838 0.0313
6 0.0134 0.402 3 0.0432 2.915 0.0322 2.758 0.0274
8 0.0178 0.536 4 0.0715 3.887 0.0542 3.677 0.0465
10 0.0223 0.67 5 0.106 4.858 0.0814 4.597 0.0705
12 0.0267 0.804 6 0.146 5.830 0.113 5.516 0.099
14 0.0312 0.938 7 0.193 6.801 0.151 6.435 0.133
16 0.0356 1.07 8 0.245 7.773 0.194 7.355 0.172
18 0.0401 1.21 9 0.301 8.745 0.241 8.274 0.214
20 0.0446 1.34 10 0.365 9.716 0.294 9.193 0.62
22 0.0490 1.47 11 0.433 10.69 0.352 10.11 0.315
24 0.0535 1.61 12 0.507 11.66 0.414 11.03 0.372
26 0.0579 1.74 13 0.585 12.63 0.482 11.95 0.434
28 0.0624 1.88 14 0.667 13.60 0.555 12.87 0.501
30 0.0668 2.01 15 0.76 14.57 0.632 13.79 0.572
35 0.0780 2.35 18 1.01 17.00 0.849 16.09 0.771
40 0.0891 2.68 20 1.29 19.43 1.10 18.39 1.02
45 0.100 3.02 23 1.60 21.86 1.37 20.69 1.26
50 0.111 3.35 25 1.94 24.29 1.68 22.98 1.54
55 0.123 3.69 28 2.33 26.72 2.03 25.28 1.86
60 0.134 4.02 30 2.74 29.15 2.40 27.58 2.21
65 0.145 4.36 33 3.19 31.58 2.81 29.88 2.59
70 0.156 4.69 35 3.66 34.01 3.24 32.18 3.00
75 0.167 5.03 38 4.17 36.44 3.71 34.48 3.43
80 0.178 5.36 40 4.72 38.87 4.21 36.72 3.90
85 0.189 5.70 43 5.28 41.29 4.73 39.07 4.38
90 0.201 6.03 45 5.89 43.72 5.29 41.37 4.90
95 0.212 6.37 48 6.53 46.15 5.88 43.67 5.46
100 0.223 6.70 50 7.09 48.58 6.51 45.97 6.04
110 0.245 7.37 55 8.63 53.44 7.83 50.56 7.30120 0.267 8.04 60 10.2 58.30 9.26 55.16 8.63
130 0.290 8.71 65 11.9 63.16 10.9 59.76 10.2
140 0.312 9.38 70 14.3 68.01 12.6 64.35 11.8
150 0.334 10.1 75 15.7 72.87 14.4 68.95 13.5
160 0.356 10.7 80 18.8 77.73 16.4 73.55 15.4
170 0.379 11.4 85 20.1 82.59 18.5 78.14 17.3
180 0.401 12.1 90 22.3 87.45 20.7 82.74 19.4
190 0.423 12.7 95 24.8 92.31 23.1 87.34 21.6
200 0.446 13.4 100 37.3 97.16 25.5 91.93 23.9
220 0.490 14.7 110 33.0 106.9 30.8 101.1 28.9
240 0.535 16.1 120 39.0 116.6 36.6 110.3 34.3
260 0.579 17.4 130 45.7 126.3 43.0 119.5 40.3
280 0.624 18.8 140 52.7 136.0 49.7 128.7 46.7
300 0.668 20.1 150 60.4 145.7 57.0 137.9 53.6350 0.780 23.5 175 81.7 170.0 77.5 160.9 72.8
400 0.891 26.8 200 107 194.0 101 183.9 95.3
450 1.003 30.2 225 134 218.6 127 206.9 120
500 1.114 33.5 250 164 242.9 157 229.8 148
550 1.225 36.9 275 199 267.2 190 252.8 179
600 1.337 40.2 300 236 291.5 226 275.8 213
FRICTION LOSS IN 2 1/2-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
5 0.0111 0.217 3 0.0113 2.429 0.00732 2.298 0.00681
10 0.0223 0.434 5 0.0375 4.858 0.0281 4.596 0.0241
15 0.0334 0.651 8 0.0764 7.287 0.0587 6.895 0.0510
20 0.0446 0.868 10 0.128 9.716 0.0997 9.193 0.0876
25 0.0557 1.09 13 0.19 12.15 0.151 11.49 0.134
30 0.0668 1.3 15 0.262 14.57 0.212 13.79 0.189
35 0.0780 1.52 18 0.348 17.00 0.284 16.09 0.255
40 0.0891 1.74 20 0.442 19.43 0.365 18.39 0.329
45 0.100 1.95 23 0.549 21.86 0.458 20.69 0.413
50 0.111 2.17 25 0.666 24.29 0.559 22.98 0.507
55 0.123 2.39 28 0.792 26.72 0.670 25.28 0.609
60 0.134 2.6 30 0.927 29.15 0.789 27.58 0.72
65 0.145 2.82 33 1.08 31.58 0.926 29.88 0.847
70 0.156 3.04 35 1.24 34.01 1.06 32.18 0.974
75 0.167 3.25 38 1.41 36.44 1.22 34.48 1.12
80 0.178 3.47 40 1.59 38.87 1.38 36.77 1.27
85 0.189 3.69 43 1.77 41.29 1.55 39.07 1.42
90 0.201 3.91 45 1.97 43.72 1.73 41.37 1.60
95 0.212 4.12 48 2.19 46.15 1.92 43.67 1.77
100 0.223 4.34 50 2.46 48.58 2.16 45.97 1.97
110 0.245 4.77 55 2.89 53.44 2.56 50.56 2.37
120 0.267 5.21 60 3.40 58.30 3.03 55.16 2.81
130 0.290 5.64 65 3.99 63.16 3.55 59.76 3.30
140 0.312 6.08 70 4.56 68.01 4.10 64.35 3.82
150 0.334 6.51 75 5.21 72.87 4.71 68.95 4.38
160 0.356 6.94 80 5.88 77.73 5.33 73.55 4.97
170 0.379 7.38 85 6.61 82.59 6.01 78.14 5.59
180 0.401 7.81 90 7.37 87.45 6.72 82.74 6.27
190 0.423 8.25 95 8.20 92.31 7.50 87.34 7.00200 0.446 8.68 100 9.01 97.16 8.27 91.93 7.71
220 0.490 9.55 110 10.9 106.9 10.0 101.1 9.34
240 0.535 10.4 120 12.8 116.6 11.9 110.3 11.1
260 0.579 11.3 130 15.0 126.3 13.9 119.5 13.0
280 0.624 12.2 140 17.2 136.0 16.0 128.7 15.0
300 0.668 13.0 150 19.7 145.7 18.4 137.9 17.2
320 0.713 13.9 160 22.4 155.5 20.9 147.1 19.7
340 0.758 14.8 170 25.2 165.2 23.6 156.3 22.1
360 0.802 15.6 180 28.2 174.9 26.4 165.5 24.8
380 0.847 16.5 190 31.3 184.6 29.4 174.7 27.7
400 0.891 17.4 200 34.6 194.3 32.5 183.9 30.6
420 0.936 18.2 210 38.1 204.0 35.9 193.1 33.7
440 0.980 19.1 220 41.7 213.8 39.3 202.2 37.0
460 1.025 20.0 230 45.5 223.5 43.0 211.4 40.4480 1.069 20.8 240 49.5 233.2 46.8 220.6 43.9
500 1.114 21.7 250 53.6 242.9 50.7 229.8 47.7
600 1.337 26.0 300 76.5 291.5 72.7 275.8 68.4
700 1.560 30.4 350 104 340.1 98.8 321.8 93.1
800 1.782 34.7 400 135 388.7 129 367.7 122
1,000 2.228 43.4 500 210 485.8 202 459.7 190
* See Footnote, page 1, for pipe other than schedule 40.
FRICTION LOSS IN 3-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
5 0.0111 0.162 3 0.00564 2.429 0.00406 2.298 0.00337
10 0.0223 0.323 5 0.0188 4.858 0.0139 4.596 0.0118
15 0.0334 0.487 8 0.0380 7.287 0.0288 6.895 0.0248
20 0.0446 0.649 10 0.0632 9.716 0.0487 9.193 0.0423
25 0.0557 0.811 13 0.0936 12.15 0.117 11.49 0.0642
30 0.0668 0.974 15 0.130 14.57 0.103 13.79 0.0907
35 0.0780 1.14 18 0.171 17.00 0.137 16.09 0.121
40 0.0891 1.30 20 0.218 19.43 0.176 18.39 0.157
45 0.100 1.46 23 0.269 21.86 0.219 20.69 0.197
50 0.111 1.62 25 0.326 24.29 0.268 22.98 0.241
60 0.134 1.95 30 0.455 29.15 0.379 27.58 0.343
70 0.156 2.27 35 0.604 34.01 0.509 32.18 0.463
80 0.178 2.60 40 0.774 38.87 0.658 36.77 0.602
90 0.201 2.92 45 0.963 43.72 0.827 41.37 0.758
100 0.223 3.25 50 1.17 48.58 1.01 45.97 0.930
110 0.245 3.57 55 1.40 53.44 1.22 50.56 1.12
120 0.267 3.89 60 1.64 58.3 1.44 55.16 1.33
130 0.290 4.22 65 1.91 63.16 1.68 59.76 1.55
140 0.312 4.54 70 2.20 68.01 1.95 64.35 1.80
150 0.334 4.87 75 2.50 72.87 2.22 68.95 2.06
160 0.356 5.19 80 2.82 77.73 2.52 73.55 2.34
170 0.379 5.52 85 3.17 82.59 2.96 78.14 2.63
180 0.401 5.84 90 3.53 87.45 3.17 82.74 2.95
190 0.423 6.17 95 3.91 92.31 3.53 87.34 3.28
200 0.446 6.49 100 4.32 97.16 3.90 91.93 3.63
220 0.490 7.14 110 5.18 106.9 4.70 101.1 4.38
240 0.535 7.79 120 6.12 116.6 5.58 110.3 5.21
260 0.579 8.44 130 7.16 126.3 5.56 119.5 6.13
280 0.624 9.09 140 8.22 136.0 7.55 128.7 7.05300 0.668 9.74 150 9.39 145.7 8.66 137.9 8.09
320 0.713 10.4 160 10.6 155.5 9.86 147.1 9.22
340 0.758 11.0 170 12.0 165.2 11.1 156.3 10.4
360 0.802 11.7 180 13.4 174.9 12.4 165.5 11.6
380 0.847 12.3 190 14.8 184.6 13.8 174.7 12.9
400 0.891 13.0 200 16.4 194.3 15.3 183.9 14.4
420 0.936 13.6 210 18.1 204.0 16.9 193.1 15.8
440 0.980 14.3 220 21.6 213.8 18.5 202.2 17.3
460 1.025 14.9 230 21.5 223.5 20.2 211.4 18.9
480 1.069 15.6 240 23.4 233.2 21.9 220.6 20.6
500 1.114 16.2 250 30.7 242.9 23.8 229.8 22.4
600 1.337 19.5 300 36.2 291.5 34.2 275.8 32.2
700 1.560 22.7 350 49.1 340.1 46.4 321.8 43.7
800 1.782 26.0 400 63.8 388.7 60.7 367.7 57.11,000 2.228 32.5 500 99.2 485.8 94.6 459.7 89.1
1,100 2.451 35.7 550 119 534.4 114 505.6 108
1,200 2.674 38.9 600 142 583.0 136 551.6 128
1,300 2.896 42.2 650 166 631.6 160 597.6 150
1,400 3.119 45.4 700 193 680.1 185 643.5 174
1,500 3.342 48.7 750 221 728.7 212 689.5 200
FRICTION LOSS IN 3 1/2-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
20 0.0446 0.504 10 0.0345 9.716 0.0262 9.193 0.0226
30 0.0668 0.756 15 0.0706 14.57 0.0550 13.79 0.0481
40 0.0981 1.01 20 0.118 19.43 0.0939 18.39 0.0831
50 0.111 1.26 25 0.176 34.29 0.143 22.98 0.127
60 0.134 1.51 30 0.245 29.15 0.201 27.58 0.180
70 0.156 1.76 35 0.325 34.01 0.269 32.18 0.242
80 0.178 2.02 40 0.414 38.87 0.347 36.77 0.315
90 0.201 2.27 45 0.514 43.72 0.434 41.37 0.395
100 0.223 2.52 50 0.624 48.58 0.532 45.97 0.485
110 0.245 2.77 55 0.741 53.44 0.637 50.56 0.582
120 0.267 3.02 60 0.875 58.30 0.754 55.16 0.692
130 0.290 3.28 65 1.02 63.16 0.882 59.76 0.810
140 0.312 3.53 70 1.16 68.01 1.02 64.35 0.934
150 0.334 3.78 75 1.33 72.87 1.16 68.95 1.07
160 0.356 4.03 80 1.50 77.73 1.32 73.55 1.22
170 0.379 4.28 85 1.68 82.59 1.48 78.14 1.37
180 0.401 4.54 90 1.87 87.45 1.66 82.74 1.54
190 0.423 4.78 95 2.07 92.31 1.84 87.34 1.71
200 0.446 5.04 100 2.28 97.16 2.04 91.93 1.89
220 0.490 5.54 110 2.74 106.9 2.46 101.1 2.28
240 0.535 6.05 120 3.23 116.6 2.91 110.3 2.70
260 0.579 6.55 130 3.76 126.3 3.40 119.5 3.17
280 0.624 7.06 140 4.33 136.0 3.94 128.7 3.67
300 0.668 7.56 150 4.94 145.7 4.51 137.9 4.20
320 0.713 8.06 160 5.59 155.5 5.12 147.1 4.78
340 0.758 8.57 170 6.28 165.2 5.77 156.3 5.38
360 0.802 9.07 180 7.01 174.9 6.46 165.5 6.04
380 0.847 9.58 190 7.81 184.6 7.21 174.7 6.74
400 0.891 10.1 200 8.59 194.3 7.95 183.9 7.44420 0.936 10.6 210 9.47 204.0 8.75 193.1 8.20
440 0.980 11.1 220 10.3 213.8 9.59 202.2 8.98
460 1.025 11.6 230 11.3 223.5 10.5 211.4 9.82
480 1.069 12.1 240 12.2 233.2 11.4 220.6 10.7
500 1.114 12.6 250 13.3 242.9 12.4 229.8 11.6
600 1.337 15.1 300 18.9 291.5 17.7 275.8 16.6
700 1.560 17.6 350 25.6 340.1 24.1 321.8 22.7
800 1.782 20.2 400 33.2 288.7 31.4 367.7 29.5
900 2.005 22.7 450 41.8 437.2 39.7 413.7 37.4
1,000 2.228 25.2 500 51.5 485.8 48.9 459.7 46.0
1,100 2.451 27.7 550 62.0 534.4 58.9 505.6 55.5
1,200 2.674 30.2 600 73.6 583.0 70.1 551.6 66.2
1,300 2.896 32.8 650 86.5 631.6 82.5 597.6 77.8
1,400 3.119 35.3 700 99.8 680.1 95.3 643.5 89.91,500 3.342 37.8 750 115 728.7 109 689.5 103
1,600 3.565 40.3 800 130 777.3 125 735.5 118
1,700 3.788 42.8 850 147 825.9 141 781.4 133
1,800 4.010 45.0 900 165 874.5 158 827.4 149
1,900 4.233 47.9 950 183 923.1 176 873.4 166
2,000 4.456 50.4 1,000 203 971.6 195 919.3 184
* See Footnote, page 1, for pipe other than schedule 40.
FRICTION LOSS IN 4-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
20 0.0446 0.321 10 0.0117 9.716 0.00872 9.193 0.00742
40 0.0981 0.641 20 0.0396 19.43 0.0307 18.39 0.0267
60 0.134 0.962 30 0.0816 29.15 0.0649 27.58 0.0575
80 0.178 1.28 40 0.137 38.87 0.111 36.77 0.0996
100 0.223 1.60 50 0.206 48.58 0.170 45.97 0.153
120 0.267 1.92 60 0.286 58.30 0.240 55.16 0.218
140 0.312 2.25 70 0.381 68.01 0.322 64.35 0.293
160 0.356 2.57 80 0.486 77.73 0.415 73.55 0.379
180 0.401 2.89 90 0.604 87.45 0.521 82.74 0.477
200 0.446 3.21 100 0.739 97.16 0.642 91.93 0.589
220 0.49 3.53 110 0.88 106.9 0.768 101.1 0.708
240 0.535 3.85 120 1.04 116.6 0.911 110.3 0.840
260 0.579 4.17 130 1.21 126.3 1.07 119.5 0.983
280 0.624 4.49 140 1.39 136 1.23 128.7 1.14
300 0.668 4.81 150 1.58 145.7 1.41 137.9 1.31
320 0.713 5.13 160 1.80 155.5 1.60 147.1 1.48
340 0.758 5.45 170 2.01 165.2 1.80 156.3 1.67
360 0.802 5.77 180 2.24 174.9 2.02 165.5 1.87
380 0.847 6.09 190 2.48 184.6 2.24 174.7 2.08
400 0.891 6.41 200 2.73 194.3 2.47 183.9 2.3
420 0.936 6.74 210 3.00 204 2.72 193.1 2.54
440 0.98 7.06 220 3.27 213.8 2.99 202.2 2.78
460 1.02 7.38 230 3.58 223.5 3.26 211.4 3.04
480 1.07 7.70 240 3.88 233.2 3.55 220.6 3.31
500 1.11 8.02 250 4.19 242.9 3.84 229.8 3.58
550 1.23 8.82 275 5.03 267.2 4.63 252.8 4.33
600 1.34 9.62 300 5.96 291.5 5.5 275.8 5.14
650 1.45 10.4 325 6.96 315.8 6.44 298.8 6.03
700 1.56 11.2 350 8.04 340.1 7.47 321.8 7.00750 1.67 12.0 375 9.18 364.6 8.55 344.8 8.01
800 1.78 12.8 400 10.4 388.7 9.73 367.7 9.11
850 1.89 13.6 425 11.7 412.9 11.0 390.7 10.3
900 2.01 14.4 450 13.1 437.2 12.3 413.7 11.5
950 2.12 15.2 475 14.5 461.5 13.6 436.7 12.8
1,000 2.23 16.0 500 16.1 485.8 15.1 459.7 14.2
1,100 2.45 17.6 550 19.4 534.4 18.2 505.6 17.2
1,200 2.67 19.2 600 23.0 583 21.7 551.6 20.4
1,300 2.90 20.8 650 26.9 631.6 25.4 597.6 23.9
1,400 3.12 22.5 700 31.1 680.1 29.4 643.5 27.7
1,500 3.34 24.1 750 35.6 728.7 33.8 689.5 31.8
1,600 3.56 25.7 800 40.3 777.3 38.4 735.5 36.1
1,700 3.79 27.3 850 15.8 825.9 43.6 781.4 41.1
1,800 4.01 28.8 900 50.8 874.5 48.4 827.4 45.71,900 4.23 30.5 950 56.6 923.1 54.0 873.4 51.0
2,000 4.46 32.1 1,000 62.9 971.6 60.0 919.3 56.5
2,100 4.68 33.7 1,050 69 102 66.0 965.3 62.1
2,200 4.90 35.3 1,100 75.7 106.9 72.4 1011 68.1
2,300 5.12 36.9 1,150 82.7 111.7 79.1 1057 74.5
2,500 5.57 40.1 1,250 97.8 121.5 93.5 1149 88.3
FRICTION LOSS IN 5-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
20 0.0446 0.222 10 0.00489 9.716 0.00359 9.193 0.00302
40 0.0981 0.444 20 0.0164 19.43 0.0125 18.39 0.0107
60 0.134 0.666 30 0.0336 29.15 0.0262 27.58 0.0228
80 0.178 0.888 40 0.0562 38.87 0.0446 36.77 0.0394
100 0.223 1.11 50 0.0841 48.58 0.0676 45.97 0.0602
120 0.267 1.33 60 0.117 58.3 0.0952 55.16 0.0852
140 0.312 1.55 70 0.155 68.01 0.127 64.35 0.115
160 0.356 1.78 80 0.197 77.73 0.164 73.55 0.148
180 0.401 2.00 90 0.245 87.45 0.206 82.74 0.186
200 0.446 2.22 100 0.297 97.16 0.252 91.93 0.229
220 0.490 2.44 110 0.353 106.9 0.302 101.1 0.275
240 0.535 2.66 120 0.415 116.6 0.355 110.3 0.325
260 0.579 2.89 130 0.484 126.3 0.417 119.5 0.383
280 0.624 3.11 140 0.554 136 0.48 128.7 0.440
300 0.668 3.33 150 0.628 145.7 0.547 137.9 0.503
320 0.713 3.55 160 0.71 155.5 0.621 147.1 0.572
340 0.758 3.78 170 0.797 165.2 0.702 156.3 0.647
360 0.802 4.00 180 0.857 174.9 0.756 165.5 0.698
380 0.847 4.22 190 0.983 184.6 0.870 174.7 0.804
400 0.891 4.44 200 1.08 194.3 0.961 183.9 0.889
420 0.936 4.66 210 1.19 204 1.06 193.1 0.978
440 0.980 4.89 220 1.29 213.8 1.16 202.2 1.07
460 1.025 5.11 230 1.40 223.5 1.26 211.4 1.17
480 1.070 5.33 240 1.53 233.2 1.37 220.6 1.27
500 1.11 5.55 250 1.64 242.9 1.48 229.8 1.38
600 1.34 6.66 300 2.33 291.5 2.13 275.8 1.98
700 1.56 7.77 350 3.13 340.1 2.87 321.8 2.68
800 1.78 8.88 400 4.06 388.7 3.75 367.7 3.51
900 2.01 9.99 450 5.08 437.2 4.71 413.7 4.411,000 2.23 11.1 500 6.24 485.8 5.84 459.7 5.46
1,100 2.45 12.2 550 7.49 534.4 7.03 505.6 6.58
1,200 2.67 13.3 600 8.89 583 8.34 551.6 7.82
1,300 2.90 14.4 650 10.4 631.6 9.78 597.6 9.18
1,400 3.12 15.5 700 12.0 680.1 11.4 643.5 10.6
1,500 3.34 16.7 750 13.7 728.7 13.0 689.5 12.2
1,600 3.56 17.8 800 15.6 777.3 14.8 735.5 13.9
1,700 3.79 18.9 850 17.6 825.9 16.7 781.4 15.7
1,800 4.01 20.0 900 19.7 874.5 18.6 827.4 17.5
1,900 4.23 21.1 950 21.9 923.1 20.8 873.4 19.5
2,000 4.46 22.2 1,000 24.2 971.6 23.0 919.3 21.6
2,100 4.68 23.3 1,050 26.7 1,020 25.4 965.3 23.8
2,200 4.90 24.4 1,100 29.3 1,069 27.8 1,011 26.2
2,300 5.12 25.5 1,150 31.8 1,117 30.3 1,057 28.52,400 5.35 26.6 1,200 34.7 1,166 33.0 1,103 31.0
2,500 5.57 27.8 1,250 37.8 1,215 35.9 1,149 33.8
2,600 5.79 28.9 1,300 40.8 1,263 38.9 1,195 36.6
2,700 6.02 30.0 1,350 44.0 1,312 41.9 1,241 39.4
2,800 6.24 31.1 1,400 47.0 1,360 44.9 1,287 42.3
3,000 6.68 33.3 1,500 53.7 1,457 51.4 1,379 48.4
* See Footnote, page 1, for pipe other than schedule 40.
FRICTION LOSS IN 6-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
20 0.0446 0.128 10 0.0013 9.716 0.000940 9.193 0.000783
40 0.0981 0.257 20 0.00431 19.43 0.00320 18.39 0.00272
60 0.134 0.385 30 0.00881 29.15 0.00667 27.58 0.00573
80 0.178 0.513 40 0.0146 38.87 0.0113 36.77 0.00978
100 0.223 0.641 50 0.0217 48.58 0.0170 45.97 0.0149
120 0.267 0.770 60 0.0301 58.3 0.0238 55.16 0.0210
140 0.312 0.898 70 0.0398 68.01 0.0316 64.35 0.0280
160 0.356 1.03 80 0.0507 77.73 0.0408 73.55 0.0362
180 0.401 1.15 90 0.0625 87.45 0.0507 82.74 0.0453
200 0.446 1.28 100 0.0758 97.16 0.0620 91.93 0.0556
220 0.490 1.41 110 0.0899 106.9 0.0742 101.1 0.0667
240 0.535 1.54 120 0.105 116.6 0.0876 110.3 0.0788
260 0.579 1.67 130 0.122 126.3 0.102 119.5 0.0920
280 0.624 1.8 140 0.140 136 0.117 128.7 0.106
300 0.668 1.92 150 0.159 145.7 0.134 137.9 0.121
320 0.713 2.05 160 0.179 155.5 0.151 147.1 0.138
340 0.758 2.18 170 2.000 165.2 0.17 156.3 0.155
360 0.802 2.31 180 0.222 174.9 0.19 165.5 0.173
380 0.847 2.44 190 0.246 184.6 0.21 174.7 0.193
400 0.891 2.57 200 0.269 194.3 0.232 183.9 0.212
450 1.003 2.89 255 0.335 204 0.29 206.9 0.267
500 1.11 3.21 250 0.410 242.9 0.358 229.8 0.33
550 1.23 3.53 275 0.488 267.2 0.43 252.8 0.396
600 1.34 3.85 300 0.577 291.5 0.511 275.8 0.472
650 1.45 4.17 325 0.675 315.8 0.599 298.8 0.553
700 1.56 4.49 350 0.773 340.1 0.689 321.8 0.639
750 1.67 4.81 375 0.882 364.4 0.788 344.8 0.731
800 1.78 5.13 400 0.994 388.7 0.896 367.7 0.830
850 1.89 5.45 425 1.12 412.9 1.01 390.7 0.938900 2.01 5.77 450 1.25 437.2 1.13 413.7 1.05
950 2.12 6.09 475 1.38 461.5 1.25 436.7 1.17
1,000 2.23 6.41 500 1.52 485.8 1.39 459.7 1.29
1,200 2.67 7.70 600 2.16 583.0 1.98 551.6 1.85
1,400 3.12 8.98 700 2.90 680.1 2.69 643.5 2.51
1,600 3.56 10.3 800 3.77 777.3 3.51 735.5 3.28
1,800 4.01 11.5 900 4.64 874.5 4.41 827.4 4.14
2,000 4.46 12.8 1,000 5.84 971.6 5.45 919.3 5.12
2,200 4.90 14.1 1,100 6.98 1,069 6.55 1,011 6.18
2,400 5.35 15.4 1,200 8.32 1,166 7.80 1,103 7.36
2,600 5.79 16.7 1,300 9.72 1,263 9.16 1,195 8.60
2,800 6.24 18.0 1,400 11.2 1,360 10.6 1,287 9.97
3,000 6.68 19.2 1,500 12.9 1,457 12.2 1,379 11.4
3,200 7.13 20.5 1,600 14.6 1,555 13.8 1,471 13.03,400 7.58 21.8 1,700 17.4 1,652 15.6 1,563 14.7
3,600 8.02 23.1 1,800 18.4 1,749 17.5 1,655 16.5
3,800 8.47 24.4 1,900 20.5 1,846 19.5 1,747 18.4
4,000 8.91 25.7 2,000 22.6 1,943 21.5 1,839 20.2
4,500 10.03 28.9 2,250 28.5 2,186 27.2 2,069 25.5
5,000 11.1 32.1 2,500 35.2 2,429 33.6 2,298 31.7
FRICTION LOSS IN 8-INCH SCHEDULE 40 STEEL PIPE*
(Note: Weight Flow rate is given in pounds per hour.)
Flow Rate
Velocity
Ft Per
Sec
60-Deg Water 180-Deg Water 300-Deg Water
* See Footnote, page 1, for pipe other than schedule 40.
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Gal Per
Min
Cu Ft
Per Sec
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
Flow
Lb Per
Hr
Pressure
Loss, Ft
Per 100 Ft
100 0.223 0.407 50 0.00725 48.58 0.00555 45.97 0.00478
120 0.267 0.488 60 0.00999 58.30 0.00773 55.16 0.00670
140 0.312 0.570 70 0.0132 68.01 0.0103 64.35 0.00895
160 0.356 0.651 80 0.0167 77.73 0.0131 73.55 0.0115
180 0.401 0.732 90 0.0207 87.45 0.0163 82.74 0.0144
200 0.446 0.814 100 0.0249 97.16 0.0199 91.93 0.0176
220 0.490 0.895 110 0.0296 106.9 0.0239 101.1 0.0211
240 0.535 0.976 120 0.0346 116.6 0.0280 110.3 0.0249
260 0.579 1.06 130 0.0402 126.3 0.0325 119.5 0.0289
280 0.624 1.14 140 0.0459 136 0.0374 128.7 0.0333
300 0.668 1.22 150 0.0520 145.7 0.0427 137.9 0.0380
350 0.780 1.42 175 0.0687 170 0.0570 160.9 0.0513
400 0.891 1.63 200 0.0878 194.3 0.0733 183.9 0.0663
450 1.003 1.83 255 0.109 218.6 0.0917 206.9 0.0834
500 1.11 2.03 250 0.132 242.9 0.113 229.8 0.102
550 1.23 2.24 275 0.157 267.2 0.135 252.8 0.123
600 1.34 2.44 300 0.185 291.5 0.159 275.8 0.145
650 1.45 2.64 325 0.215 315.8 0.186 298.8 0.171
700 1.56 2.85 350 0.247 340.1 0.214 3