2. Water drains from the fountain cup A to cup B. Determine the depth "h" of the water in B in order for steady flow to be maintained. Take d = 25 mm. Note: Analyze 2 cups as a large reservoir so that velocity heads at point A and point B become zero. FORMULA TO BE USED: 1 m 1000 mm Bernoulli's Equation from point A to C: (VA)² PA + + ZA = 2g Y Continuity Equation at point C and D: AcVc = ADVD Bernoulli's Equation from point B to D: (VB)² PB + 2g Y + ZB (Vc)² Pc 2g + Y = + zc (VD), PD + ZD + 2g Y B A D -20 mm 100 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2.
Water drains from the fountain cup A to cup B. Determine the depth "h" of
the water in B in order for steady flow to be maintained. Take d = 25 mm.
Note: Analyze 2 cups as a large reservoir so that velocity heads at point A
and point B become zero.
FORMULA TO BE USED:
Bernoulli's Equation from point A to C:
PA
(VA)²
2g
Y
+
1m 1000 mm
+ ZA =
(Vc)² Pc
+
2g
Y
Continuity Equation at point C and D:
ACVC = ADVD
Bernoulli's Equation from point B to D:
(VB)² PB
+ +ZB =
2g Y
(VD)² PD
+
2g Y
+ Zc
+ ZD
B
A
C
-
D
-20 mm
100 mm
Transcribed Image Text:2. Water drains from the fountain cup A to cup B. Determine the depth "h" of the water in B in order for steady flow to be maintained. Take d = 25 mm. Note: Analyze 2 cups as a large reservoir so that velocity heads at point A and point B become zero. FORMULA TO BE USED: Bernoulli's Equation from point A to C: PA (VA)² 2g Y + 1m 1000 mm + ZA = (Vc)² Pc + 2g Y Continuity Equation at point C and D: ACVC = ADVD Bernoulli's Equation from point B to D: (VB)² PB + +ZB = 2g Y (VD)² PD + 2g Y + Zc + ZD B A C - D -20 mm 100 mm
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