mksamas
Civil/Environmental
- Dec 9, 2014
- 3
Hello everyone.
I am struggling to model isolation correctly in Epanet for a water network of about 4000 pipes. I need to isolate a block within the water network to see how pressure is affected. I have tried using control valves and flow control valves with minimal flow e.g. 0.005 l/s. When I do this I get reasonable pressure head values however, I get flows of e.g 0.65 l/s in one of the pipes in the isolated network. How is this possible? Should the flow not be close to the entered value of 0.005 l/s? I have also ensured that the setting on all FCVs to the network are 0.005 l/s?
I am struggling to model isolation correctly in Epanet for a water network of about 4000 pipes. I need to isolate a block within the water network to see how pressure is affected. I have tried using control valves and flow control valves with minimal flow e.g. 0.005 l/s. When I do this I get reasonable pressure head values however, I get flows of e.g 0.65 l/s in one of the pipes in the isolated network. How is this possible? Should the flow not be close to the entered value of 0.005 l/s? I have also ensured that the setting on all FCVs to the network are 0.005 l/s?