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h. 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 velucities are equal. 6. In parallel pipe system velocities are not equal. 7. You could use Bernoulli equation berween 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 FT'L' 10. Force per unit length in MLT system MT.

h. 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 velucities are equal. 6. In parallel pipe system velocities are not equal. 7. You could use Bernoulli equation berween 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 FT'L' 10. Force per unit length in MLT system MT.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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h. 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 berween 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 FT'L 10. Force per unit length in MLT system MT.
Transcribed Image Text:h. 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 berween 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 FT'L 10. Force per unit length in MLT system MT.
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