Expirmenting with pipes.
Manuals say that SWE solver accounts for losses due to bend (and I assume confluence) within pipe network.
Ive got a pipe network running well, with some bends, T's, Drop to test, but im not seeing anything other than conduit entrance/exit specified loss.
Eg a 80d bend (through junction), with .01 entrance loss, gives me negligible WSE rise, when it should be a fair bit.
Is there some specific process to ensure this works?