1D Manholes: Difference between revisions
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<li>'''K<sub>m</sub>''' is the user-defined manhole exit coefficient.
The resulting headloss value is then applied, when sub-critical flow is experienced, to the standard head loss equation, i.e. dh = K*V<sup>2</sup>/2g. Where K is the loss coefficient, V is the conduit velocity and g the
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The equations used for the Engelund loss approach are provided below:
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[[File:Engelund Equations.PNG]]
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