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user's manual for corhyd: an internal diffuser hydraulics model - IfH

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Version 1.0, June 2005<br />

USER'S MANUAL FOR CORHYD:<br />

AN INTERNAL DIFFUSER HYDRAULICS MODEL<br />

by<br />

Tobias Bleninger, Gerhard H. Jirka<br />

Institute <strong>for</strong> Hydromech<strong>an</strong>ics, University Karlsruhe<br />

Kaiserstr. 12, 76128 Karlsruhe, Germ<strong>an</strong>y, bleninger@ifh.uka.de<br />

http://www.cormix.de/<strong>corhyd</strong>.htm<br />

Abstract<br />

Submerged multiport <strong>diffuser</strong>s <strong>for</strong> waste water outfalls are designed often, considering steady<br />

flow conditions <strong>for</strong> far future scenarios. Design aims <strong>for</strong> lower costs <strong>for</strong> material use <strong>an</strong>d<br />

pumping energy <strong>an</strong>d the minimization of environmental impacts. Inadequate attention on the<br />

<strong>internal</strong> <strong>diffuser</strong> <strong>hydraulics</strong> also <strong>for</strong> off design conditions thereby often result in hydraulic<br />

problems like partial blockage, high head losses, uneven flow distribution, salt water intrusion<br />

<strong>an</strong>d poor dilution causing higher energy dem<strong>an</strong>ds <strong>an</strong>d stronger environmental impacts.<br />

The CorHyd computer program has been developed <strong>for</strong> the calculation of velocities,<br />

pressures, head losses <strong>an</strong>d flow rates inside the <strong>diffuser</strong> pipe <strong>an</strong>d, especially, at the <strong>diffuser</strong><br />

port orifices to <strong>an</strong>alyze <strong>an</strong>d optimize <strong>diffuser</strong> design alternatives as well as existing <strong>diffuser</strong><br />

configurations <strong>for</strong> different <strong>an</strong>d varying discharge <strong>an</strong>d ambient conditions. The calculation is<br />

based on the application of the steady continuity <strong>an</strong>d work-energy equations between ambient<br />

fluid at the discharge points <strong>an</strong>d the effluent inside the <strong>diffuser</strong> pipe. Emphasis was given to<br />

the implementation of all occurring losses especially if high risers, duckbill valves, multiple<br />

ports <strong>an</strong>d more complex discharge configurations are applied.<br />

Detailed calculations <strong>for</strong> the <strong>internal</strong> m<strong>an</strong>ifold <strong>hydraulics</strong> in the outfall pipes show a strong<br />

sensitivity on the representation <strong>an</strong>d <strong>for</strong>mulation of local losses even <strong>for</strong> relatively simple<br />

riser/port configurations. An optimization methodology yields a homogeneous discharge<br />

distribution along the <strong>diffuser</strong>, minimization of the total head <strong>an</strong>d prevention of sedimentation<br />

or ambient water intrusion in the <strong>diffuser</strong> under varying inflow <strong>an</strong>d ambient conditions. The<br />

final design achieves lower costs <strong>for</strong> material use <strong>an</strong>d operation as well as the minimization of<br />

environmental impacts <strong>an</strong>d operational stability <strong>for</strong> off-design conditions.<br />

i

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