b. Answer with True (T) or False (F). 1. Relative Roughness may larger than l. 2. Moddy Diagram used to determine minor losses coefficient. 3. Re may use in орen channel.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.1P
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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 FTL
I pipesy
10. Force per unit length in MLT system MT.
Transcribed Image Text: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 FTL I pipesy 10. Force per unit length in MLT system MT.
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