Take the specific weight of air = 12 N/m³, the specific weight of water = 9800 N/m³, standard gravity= = 9.8 m/s², density of water = 1,000 kg/m³. Cl. Air flows through a Venturi channel of “circular" cross-section as shown in Figure C1. The diameter at both inlet and outlet is 0.06 m. Compressibility and viscous effects are negligible. Determine the following. (a) The flowrate when water is drawn up 0.20 m in a small tube attached to the static pressure tap at the throat where the channel height is 0.03 m. (b) The channel height, h3, at section (3) where, for the same flowrate as in part (a), the water is drawn up 0.10 m. (c) The pressure needed at section (1) to produce this flow. Free jet 0.03 m ,(1) • (2) • (3) ha Air • (4) 0.06 m 0.20 m 0.06 m 0.10 m Water

Elements Of Electromagnetics
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Take the specific weight of air = 12 N/m², the specific weight of water = 9800 N/m³, standard
gravity = 9.8 m/s², density of water = 1,000 kg/m³.
C1. Air flows through a Venturi channel of “circular" cross-section as shown in Figure C1.
The diameter at both inlet and outlet is 0.06 m. Compressibility and viscous effects are
negligible. Determine the following.
(a) The flowrate when water is drawn up 0.20 m in a small tube attached to the static
pressure tap at the throat where the channel height is 0.03 m.
(b) The channel height, h3, at section (3) where, for the same flowrate as in part (a), the
water is drawn
up
0.10 m.
(c) The pressure needed at section (1) to produce this flow.
Free jet
1 0.03 m
.(1)
(3) | h3
(2)
Air
• (4)
0.06 m
0.20 m
0.06 m
0.10 m
Water
Transcribed Image Text:Take the specific weight of air = 12 N/m², the specific weight of water = 9800 N/m³, standard gravity = 9.8 m/s², density of water = 1,000 kg/m³. C1. Air flows through a Venturi channel of “circular" cross-section as shown in Figure C1. The diameter at both inlet and outlet is 0.06 m. Compressibility and viscous effects are negligible. Determine the following. (a) The flowrate when water is drawn up 0.20 m in a small tube attached to the static pressure tap at the throat where the channel height is 0.03 m. (b) The channel height, h3, at section (3) where, for the same flowrate as in part (a), the water is drawn up 0.10 m. (c) The pressure needed at section (1) to produce this flow. Free jet 1 0.03 m .(1) (3) | h3 (2) Air • (4) 0.06 m 0.20 m 0.06 m 0.10 m Water
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