ieranger
Civil/Environmental
- Aug 22, 2005
- 3
I have an existing 12" waterline looped off of a 20" waterline and I am trying to set up an EPANET Model. We are trying to determine available fireflow / pressure in a new waterline that will loop from the 12" to the 20". A hydrant was recently flowed near the proposed tie-in on the existing 12" with the static and residual pressure measured at a nearby hydrant. To set up the EPANET model I have all of the existing 12" information input into the model and tied into the 20". I have then simply placed a reservoir at the end of the 20" at the elevation that provides the measured static pressure at the hydrant and then placed the observed flow as a demand at the flow hydrant and then extended 20" line until the pressure at the measured hydrant was equal to the observed residual pressure from the flow test. Is this correct? I have seen reference to placing a reservoir at the flow hydrant with a pump to match the observed flows and pressures. Is either way more correct? The former method is more intuitive for me.
And during the flow test, there was only a 4 psi drop observed; however, code requires 25% or equal fire fighting flow. We will be flowing more hydrants to match the code requirements and hopefully better calibrate the model, but what is the reason to require an observed drop of 25%? Thanks for any inputs.
And during the flow test, there was only a 4 psi drop observed; however, code requires 25% or equal fire fighting flow. We will be flowing more hydrants to match the code requirements and hopefully better calibrate the model, but what is the reason to require an observed drop of 25%? Thanks for any inputs.