Area of pipe = 301.7 mm² Erlargement pipe diameter Contraction pipe diameter = Fitting Manometer Manometer H₁ H₂ Mitre 20cm 19cm Elbow 15cm 13cm Short Bend 16cm 15cm Enlargement 16cm 14cm Contraction 20cm 17cm Gate Valve Gauge Reading = 80Pa 26.2 mm 19.48 mm Head Loss H₁-H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 55555 H 15 Flow Rate m³/s m/s Velocity v²/2g K
Area of pipe = 301.7 mm² Erlargement pipe diameter Contraction pipe diameter = Fitting Manometer Manometer H₁ H₂ Mitre 20cm 19cm Elbow 15cm 13cm Short Bend 16cm 15cm Enlargement 16cm 14cm Contraction 20cm 17cm Gate Valve Gauge Reading = 80Pa 26.2 mm 19.48 mm Head Loss H₁-H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 55555 H 15 Flow Rate m³/s m/s Velocity v²/2g K
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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