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Answer with True (T) or False (F). 1. Relative Roughness may larger than I. 2. Moddy Diagram used to determine minor losses coefficient. 3. Froud Number may use in open channel and pipe. 4. Real power for pump larger than design power. 5. In pipe series system discharges are equal. 6. In parallel pipe system head losses 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/L²

Answer with True (T) or False (F). 1. Relative Roughness may larger than I. 2. Moddy Diagram used to determine minor losses coefficient. 3. Froud Number may use in open channel and pipe. 4. Real power for pump larger than design power. 5. In pipe series system discharges are equal. 6. In parallel pipe system head losses 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/L²

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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Answer with True (T) or False (F). 1. Relative Roughness may larger than 1. 2. Moddy Diagram used to determine minor losses coefficient. 3. Froud Number may use in open channel and pipe. 4. Real power for pump larger than design power. 5. In pipe series system discharges are equal. 6. In parallel pipe system head losses 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/L² 10. Kinematic viscosity in MLT and FLT systems are equal.
Transcribed Image Text:Answer with True (T) or False (F). 1. Relative Roughness may larger than 1. 2. Moddy Diagram used to determine minor losses coefficient. 3. Froud Number may use in open channel and pipe. 4. Real power for pump larger than design power. 5. In pipe series system discharges are equal. 6. In parallel pipe system head losses 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/L² 10. Kinematic viscosity in MLT and FLT systems are equal.
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