03: Answer ONE Section only. a. Three reservoirs are connected, if pipe (1) and pipe (3) having equal discharge, and the discharge in pipe (2) equal half discharge in pipe (1). (f-0.008) for all pipes. Compute Elevation of Tank B, if tank A elevation-15m, and tank C -0m (See Fig. 2). Pipe No. 1 L (km) D(cm) 50 1 3 50 3 1.5 40 EL.? D Fig 2. b. Answer with True (T) or False (F). 1. Relative Roughness may larger than 1. 2. Moddy Diagram used to determine minor losses coefficient. 3. Re may use in open channel. 4. Real power for pump larger than design power. 5. In pipe series system velocities are equal. 6. In parallel pipe system velocities are not equal. 7. You could use Bernoulli equation between two tanks at branched pipe system. 8. Top width for trapezoidal channel = base width+ 2*(water depth* longitudinal slope). 9. Specific volume in FLT system FT2/L? 10. Force per unit length in MLT system MT2.

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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03: Answer ONE Section only.
a. Three reservoirs are connected, if pipe (1) and pipe (3) having equal discharge, and the discharge
in pipe (2) equal half discharge in pipe (1). (f-0.008) for all pipes. Compute Elevation of Tank B,
if tank A elevation=15m, and tank C =0m (See Fig. 2).
Pipe No.
1
L (km)
1
D(cm)
50
3
50
1.5
40
B
EL.?
Fig 2.
b. Answer with True (T) or False (F).
1. Relative Roughness may larger than 1.
2. Moddy Diagram used to determine minor losses coefficient.
3. Re may use in open channel.
4. Real power for pump larger than design power.
5. In pipe series system velocities are equal.
6. In parallel pipe system velocities are not equal.
7. You could use Bernoulli equation between two tanks at branched pipe system.
8. Top width for trapezoidal channel = base width+ 2*(water depth* longitudinal slope).
9. Specific volume in FLT system FT2/L?
10. Force per unit length in MLT system MT2.
Transcribed Image Text:03: Answer ONE Section only. a. Three reservoirs are connected, if pipe (1) and pipe (3) having equal discharge, and the discharge in pipe (2) equal half discharge in pipe (1). (f-0.008) for all pipes. Compute Elevation of Tank B, if tank A elevation=15m, and tank C =0m (See Fig. 2). Pipe No. 1 L (km) 1 D(cm) 50 3 50 1.5 40 B EL.? Fig 2. b. Answer with True (T) or False (F). 1. Relative Roughness may larger than 1. 2. Moddy Diagram used to determine minor losses coefficient. 3. Re may use in open channel. 4. Real power for pump larger than design power. 5. In pipe series system velocities are equal. 6. In parallel pipe system velocities are not equal. 7. You could use Bernoulli equation between two tanks at branched pipe system. 8. Top width for trapezoidal channel = base width+ 2*(water depth* longitudinal slope). 9. Specific volume in FLT system FT2/L? 10. Force per unit length in MLT system MT2.
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