Consider flow from a water reservoir through a circular hole of diameter D=0.09 m at the sidewall at a vertical distance H from the free surface. The flow rate through an actual hole with a sharp-edged entrance is K1, 0.52 which is considerably less than the flow rate calculated assuming "frictionless" flow and thus zero loss for the hole. Obtain a relation for the "equivalent diameter" of the sharp-edged hole for use in frictionless flow relations. Show your result in 3 decimal places. Dequiv D - Frictionless flow Actual flow

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Chapter14: Fluid Mechanics
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Consider flow from a water reservoir through a circular hole of diameter
D=0.09 m at the sidewall at a vertical distance H from the free surface.
The flow rate through an actual hole with a sharp-edged entrance is K1,
0.52 which is considerably less than the flow rate calculated assuming
"frictionless" flow and thus zero loss for the hole. Obtain a relation for the
"equivalent diameter" of the sharp-edged hole for use in frictionless flow
relations.
Show your result in 3 decimal places.
Dequiv
D -
Frictionless flow
Actual flow
Transcribed Image Text:Consider flow from a water reservoir through a circular hole of diameter D=0.09 m at the sidewall at a vertical distance H from the free surface. The flow rate through an actual hole with a sharp-edged entrance is K1, 0.52 which is considerably less than the flow rate calculated assuming "frictionless" flow and thus zero loss for the hole. Obtain a relation for the "equivalent diameter" of the sharp-edged hole for use in frictionless flow relations. Show your result in 3 decimal places. Dequiv D - Frictionless flow Actual flow
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