NFPA 291 Flashcards
Recommended Practice for Fire Flow Testing and Marking of Hydrants. 2016 Edition
NFPA 291. What codes are referenced.
Recommended Practice for Fire Flow Testing and Marking of Hydrants
1.2 Purpose. Why are flow tests performed.
Fire flow tests are conducted on water distributions systems to determine the rate of flow available at various locations for fire-fighting purposes.
1.3 Application. What results are produced.
A certain residual pressure in the mains is specified at which the rate of flow should be available. The residual pressure should be 1/2 static. No less than 20 psi residual.
3.2.1 Authority Having Jurisdiction (AHJ). Define.
An organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials an installation or a procedure.
3.2.2 Define Listed.
Equipment, materials, or services included in a list published by an organization that is acceptable to the authority having jurisdiction and concerned with the evaluation of products or services, that maintains periodic inspection of production of listed equipment or materials or periodic evaluations of services, and whose listing states that either the equipment, material, or service meets appropriate designated standards or has been tested and found suitable for a specified purpose.
3.3.1 Define Rated Capacity
The flow available from a hydrant at the designated residual pressure (rated pressure), either measured or calculated.
3.3.2 Define Residual Pressure.
The pressure that exists in the distribution system, measured at the residual hydrant at the time the flow readings are taken at the flow hydrants.
3.3.3 Define Static Pressure.
The pressure that exists at a given point under normal distribution system conditions measured at the residual hydrants with no hydrants flowing.
4.1 Rating Pressure. What is the minimum rating pressures (Static/Residual).
For the purpose of uniform marking of fire hydrants, the ratings should be based on a residual pressure of 20 psi for all hydrants having a static pressure in excess of 40 psi. 4.1.2 Hydrants having a static pressure of less than 40 psi should be rated at one-half of the static pressure. 4.1.6 The use of residual pressures of less than 20 psi is not permitted by many state health departments.
4.2 Procedure for testing.
4.2.1 Tests should be made during a period of ordinary demand. 4.3.1 Layout Determine location. 4.3.2 Consider potential interference. 4.3.3 Designate residual hydrant (for static and residual psi). 4.3.4 Located between the hydrant to be flowed and the large water supply mains. 4.3.5 Determine the number of flowing hydrants (must cause a drop in residual pressure of at least 25% or flow the total demand for necessary fire-fighting purposes).
4.4.1 Equipment necessary for flow test.
(1) A single 200 psi bourdon pressure gauge with 1 psi graduations.
(2) A number of pitot tubes.
(3) Hydrant wrenches.
(4) 50 or 60 psi bourdon pressure gauges with 1 psi graduations.
(5) A hydrant cap tapped with a hole and a short 1/4” brass pipe for the T connection and the 200 psi gauge.
4.5 Test Procedure.
- 5.1 Attach 200 psi gauge to a 2-1/2 outlet of the residual hydrant.
- 5.2 Open the cock on the gauge piping, open the hydrant completely.
- 5.3 Exhaust the air and close cock.
- 5.4 Read static pressure.
- 5.6 Open flow hydrants one at a time.
- 5.7 Flow for sufficient time to clear debris and foreign substances from stream(s).
- 5.8 Read pitot pressures of all flow hydrants simultaneously while the residual pressure is read from residual hydrant.
- 5.10 Slowly close each hydrant one at a time.
4.7.1 Three General Types of Hydrant Outlets and Their Coefficients of Discharge.
- Outlet smooth and rounded (coef. 0.90)
- Outlet square and sharp (coef. 0.80)
- Outlet square and projecting into barrel (coef. 0.70)
This references the interior of the fire department connection outlet.
4.7.3 Formula used to compute the discharge (Q) in gpm from these measurements.
Q = 29.84(cd^2)(sqrt p) Where: c=coefficient of discharge d=diameter of the outlet in inches p=pitot pressure (velocity head) in psi
Ex: 29.84(.9)(2.5^2)(sqrt20) = 750.6
Chart reflects c=1.0
4.9 Determine discharge without a pitot.
4.9.1 A 50 or 60 psi gauge tapped into a hydrant cap can be used. 4.9.2 Place on the outlet and allow flow to take place the the other outlets at the same elevation. The readings obtained from a gauge so located and the readings obtained from a gauge on a pitot held in the stream, are approximately the same.