Thanks for your assistance. I have uploaded 2 files original_copy.wtg & original_copy.wtg.dwh. I first Run the Base model with hydrant H-FH2 open and valves ISO-4, ISO-6 and ISO 2 closed. I then look at the resulting velocities along the pipe run of interest. I would then then run the Flushing Event 3 in the Flushing Browser and compare the results to the Base run resulting velocities. See also Flushing Scenario 2 compared with Base run with H-6134 Flushing and Iso-2 closed. Velocities are different (e.g. P-5 9.24 ft/s versus 10.70 (using flushing browser)
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