Manifold Hydraulics. Cayuga Lake Ithaca WWTP Outfall. Manifolds. Examples Sprinkler and drip irrigation systems wastewater discharge (multiport diffuser) Design objectives distribute a given discharge through multiple ports
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Ithaca WWTP Outfall
energy grade line
hydraulic grade line
z = 0
Representation of EGL and HGL for multiport diffuser. Does it make sense?
What happens to HGL across the ports?
exit (minor losses)
z = 0 at water surface
(riser loss coefficient)
Note that the riser coefficient is a function of ________ number.
Port velocity (or flow) given piezometric head in diffuser and a riser loss coefficient
We will treat this head loss as if it all occurred immediately after the port
Although there is head loss past the port the pressure (HGL) will __________ (proof coming up)HGL in Diffuser across Port
DH from pressure recovery
________ equation using definition of piezometric head
pressure increase across abrupt expansion
How can we find velocity downstream of port i? ___________
Now we have the velocity downstream of the next port
And we can calculate the increase in HGL across the port
(_________ in pressure)
(__________ in pressure)
Known from previous step
First or last!