DATA, RESULTS, AND COMPUTATIONS Area of pipe = 301.7 mm² Erlargement pipe diameter = Contraction pipe diameter 26.2 mm 19.48 mm Fitting Manometer H₁ Mitre 20cm Elbow 15cm Short Bend 16cm Enlargement 16cm Contraction 20cm Gate Valve IV. Manometer H₂ 19cm 13cm 15cm 14cm 17cm Gauge Reading = 80Pa Head Loss H₁ - H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 Flow Rate m³/s Velocity v²/2g K m/s
DATA, RESULTS, AND COMPUTATIONS Area of pipe = 301.7 mm² Erlargement pipe diameter = Contraction pipe diameter 26.2 mm 19.48 mm Fitting Manometer H₁ Mitre 20cm Elbow 15cm Short Bend 16cm Enlargement 16cm Contraction 20cm Gate Valve IV. Manometer H₂ 19cm 13cm 15cm 14cm 17cm Gauge Reading = 80Pa Head Loss H₁ - H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 Flow Rate m³/s Velocity v²/2g K m/s
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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pls help with computation thanks

Transcribed Image Text:DATA, RESULTS, AND COMPUTATIONS
Area of pipe
301.7 mm²
Erlargement pipe diameter =
26.2 mm
Contraction pipe diameter
=
19.48 mm
Fitting
Manometer
Manometer
Н1
H₂
Mitre
20cm
19cm
Elbow
15cm
13cm
Short Bend 16cm
15cm
Enlargement 16cm
14cm
17cm
Contraction 20cm
Gate Valve
Gauge Reading = 80Pa
IV.
Head
Loss
H₁ - H₂
Vol Time
V
S
0.10m³ 15
0.10m³ 15
0.10m³ 15
0.10m³ 15
0.10m³ 15
Flow
Rate
m³/s
Velocity v²/2g
m/s
K
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