RSD90
Civil/Environmental
- Mar 31, 2019
- 14
Hi
I have modeled a FCV in EPANET to control the flow at a desired value but I am receiving a head loss of 18 meters after FCV.
Can anyone help me in reducing this pressure drop/ head loss across the FCV? I am working in EPANET.
Thanks in advance.
Sarvesh Rahate
Water & Wastewater Engineer
I have modeled a FCV in EPANET to control the flow at a desired value but I am receiving a head loss of 18 meters after FCV.
Can anyone help me in reducing this pressure drop/ head loss across the FCV? I am working in EPANET.
Thanks in advance.
Sarvesh Rahate
Water & Wastewater Engineer