The liquid in the figure has a specific gravity of 3.00. The gage pressure P₁ =700 KPA and PB is atmospheric. The orifice diameter is 75 mm and C = Cv = 0.95 with h = 1.5 m. Determine the discharge and the headloss in the orifice 3. Answer Q = 0.016 m³/s V = 8.827 m/s HL=0.378 m 1.5 m 70 kPa

The liquid in the figure has a specific gravity of 3.00. The gage pressure P₁ =700 KPA and PB is atmospheric. The orifice diameter is 75 mm and C = Cv = 0.95 with h = 1.5 m. Determine the discharge and the headloss in the orifice 3. Answer Q = 0.016 m³/s V = 8.827 m/s HL=0.378 m 1.5 m 70 kPa

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Natural Soil Deposits And Subsoil Exploration

Section: Chapter Questions

Problem 3.4P: Refer to Figure P3.3. Use Eqs. (3.10) and (3.11) to determine the variation of OCR and...

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The liquid in the figure has a specific gravity of 3.00. The gage pressure P₁ =700 KPA and PB is
atmospheric. The orifice diameter is 75 mm and C = Cv = 0.95 with h = 1.5 m. Determine the
discharge and the headloss in the orifice
3.
Answer
Q = 0.016 m³/s
V = 8.827 m/s
HL=0.378 m
1.5 m
70 kPa

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