Fluid Mechanics — Quiz 2
Questions in this quiz (5)
A hydraulic turbine operates at $$250\ rpm$$ and produces $$3500\ kW$$ under a head of $$60\ m$$. Determine the power specific speed using $$N_{sp}=\frac{N\sqrt{P}}{H^{5/4}}$$.
- 61
- 78
- 95
- 112
A vertical rectangular gate is $$1.8\ m$$ wide and $$2.5\ m$$ tall. The top edge of the gate is located $$0.8\ m$$ below the water surface. Assuming $$\rho=1000\ kg/m^3$$ and $$g=9.81\ m/s^2$$, determine the total hydrostatic force acting on one side of the gate.
- 132.4 kN
- 98.7 kN
- 164.2 kN
- 74.5 kN
Water discharges through a sharp-edged circular orifice with a diameter of $$60\ mm$$ under a constant head of $$2.5\ m$$. Assuming a discharge coefficient of $$0.62$$ and $$g=9.81\ m/s^2$$, determine the flow rate.
- 8.7 L/s
- 6.4 L/s
- 10.2 L/s
- 7.5 L/s
A water jet with diameter $$70\ mm$$ and velocity $$12\ m/s$$ strikes a stationary flat plate perpendicularly. Assuming $$\rho=1000\ kg/m^3$$, determine the force exerted on the plate by the jet.
- 0.65 kN
- 0.92 kN
- 1.08 kN
- 0.48 kN
Water has a bulk modulus of $$2.1\ GPa$$. Determine the pressure increase required to reduce the volume of water by $$0.8\%$$.
- 16.8 MPa
- 21.0 MPa
- 12.5 MPa
- 8.4 MPa
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