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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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