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3.36 Water flows into the sink shown in Fig. P3.36 and Video V5.1 at a rate of 2 gal/min. If the drain is closed, the water will eventually flow through the overflow drain holes rather than over the edge of the sink. How many 0.4-in.-diameter drain holes are needed to ensure that the water does not overflow the sink? Neglect viscous effects. 1 in. Q = 2 gal/min 0.4-in.-diameter holes Stopper

3.36 Water flows into the sink shown in Fig. P3.36 and Video V5.1 at a rate of 2 gal/min. If the drain is closed, the water will eventually flow through the overflow drain holes rather than over the edge of the sink. How many 0.4-in.-diameter drain holes are needed to ensure that the water does not overflow the sink? Neglect viscous effects. 1 in. Q = 2 gal/min 0.4-in.-diameter holes Stopper

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3.36 Water flows into the sink shown in Fig. P3.36 and Video V5.1 at a rate of 2 gal/min. If the drain is closed, the water will eventually flow through the overflow drain holes rather than over the edge of the sink. How many 0.4-in.-diameter drain holes are needed to ensure that the water does not overflow the sink? Neglect viscous effects. 1 in. Q = 2 gal/min 0.4-in.-diameter holes Stopper IFIGURE P3.36
Transcribed Image Text:3.36 Water flows into the sink shown in Fig. P3.36 and Video V5.1 at a rate of 2 gal/min. If the drain is closed, the water will eventually flow through the overflow drain holes rather than over the edge of the sink. How many 0.4-in.-diameter drain holes are needed to ensure that the water does not overflow the sink? Neglect viscous effects. 1 in. Q = 2 gal/min 0.4-in.-diameter holes Stopper IFIGURE P3.36
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