3: Answer with True (T) or False (F). 1- Vertical acceleration does not cause pressure at tank base. 2- The direction of vertical acceleration affects on slope of water surf 3- Negative sign (-) for horizontal acceleration → pressure is decrease dQ dQ 4- Steady state non-uniform flow when # 0 and dt 0. ds 5- Transition flow when 20000 < Re < 40000. 6- HGL larger than TEL. 7- If D1 > D2 → Q1 < Q2. 8- At Nozzle pressure=0. 9- Stagnation point mean pressure=D0. 10- Piezometric head equal

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q3: Answer with True (T) or False (F).
1- Vertical acceleration does not cause pressure at tank base.
2- The direction of vertical acceleration affects on slope of water surface.
3- Negative sign (-) for horizontal acceleration → pressure is decrease.
dQ = 0.
4- Steady state non-uniform flow when
+ 0 and
dt
ds
5- Transition flow when 20000 < Re < 40000.
6- HGL larger than TEL.
7- If D1 > D2
→ Q1 < Q2.
8- At Nozzle pressure=0.
9- Stagnation point mean pressure3D0.
10- Piezometric head equal -.
Transcribed Image Text:Q3: Answer with True (T) or False (F). 1- Vertical acceleration does not cause pressure at tank base. 2- The direction of vertical acceleration affects on slope of water surface. 3- Negative sign (-) for horizontal acceleration → pressure is decrease. dQ = 0. 4- Steady state non-uniform flow when + 0 and dt ds 5- Transition flow when 20000 < Re < 40000. 6- HGL larger than TEL. 7- If D1 > D2 → Q1 < Q2. 8- At Nozzle pressure=0. 9- Stagnation point mean pressure3D0. 10- Piezometric head equal -.
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