CE 3305 Engineering Fluid Mechanics
Spring 2024 Exam 3

LAST NAME, FIRST NAME

R00000000


Purpose :

Demonstrate ability to apply fluid mechanics and problem solving principles covering topics such as: Dimensional analysis and similitude; turbulent flow in closed conduits; pump system performance.


Problem 1

A smooth pipe prototype designed to carry crude oil:

  • $D = 47$ inches
  • $\rho= 1.75$ slugs/$ft^3$
  • $\mu= 4 \times 10^{−4}~ lbf − s/ft^2$

is to be modeled with a smooth pipe 4 inches in diameter carrying water (T =60$^o$F ).

Determine:

  1. The mean velocity of the water in the model to ensure dynamically similar conditions, if the mean velocity in the prototype is to be 2 ft/s,?

sketch(s) here

list known quantities

list unknown quantities

governing principles

solution (step-by-step)

In [2]:
# script (code) here

discussion


Problem 2:

Experiments are performed to measure the pressure drop in a pipe with water at 20$^oC$ and crude oil at the same temperature. Data was gathered with pipes of two diameters, 5 cm and 10 cm for pressure drop per unit length of pipe, and are tabulated below:

Liquid Pipe Diameter (cm) Velocity (m/s) Pressure Drop (N/m$^3$)
Water 5 1 210
Water 5 2 730
Water 5 5 3750
Water 10 1 86
Water 10 2 320
Water 10 5 1650
Oil 5 1 310
Oil 5 2 1040
Oil 5 5 5300
Oil 10 1 130
Oil 10 2 450
Oil 10 5 2210

The presure drop per unit length is postulated to be a function of pipe diameter, liquid density, liquid viscosity, and flow velocity as:

$$\frac{\Delta p}{L}=f(\rho,\mu,V,D)$$

Perform a dimensional analysis to identify suitable $\pi-$groups and create a Jupyter Notebook to reduce the data and plot the results using the dimensionless values. Select an appropriate data model based on the plot.

Determine:

  1. Suitable $\pi-$groups to reduce the data to dimensionless values
  2. Plot the results using the dimensionless values.
  3. Propose an appropriate (linear, log-linear, parabolic, ...) data model based on the plot.

sketch(s) here

list known quantities

list unknown quantities

governing principles

solution (step-by-step)

In [2]:
# script (code) here

discussion


Problem 3:

The figure below is a schematic of a pumped-storage system. Water is pumped between the two reservoirs in a pipeline with the following characteristics: D = 300 mm, L = 50 m, f = 0.025, ΣK = 4.0. The radial-flow pump characteristic curve for a single pump is $H_p = 22.9 + 10.7Q -111Q^2$ where $H_p$ is in meters and $Q$ is in $\frac{m^3}{sec}$.

Determine:

  1. The discharge $Q_D$ and pump added head $H_D$ if $z_2 - z_1 = 40~m$ with three identical pumps operating in series.

sketch(s) here

list known quantities

list unknown quantities

governing principles

solution (step-by-step)

In [2]:
# script (code) here

discussion


Problem 4:

In the design of a lift station, a bypass line is often installed parallel to the pump so some liquid recirculates as shown on Figure 1. The bypass valve then controls the flow rate in the system.

The pump performance function is $$h_p = 100 - 100Q$$
where $h_p$ is in meters, and $Q$ is in $\frac{m^3}{sec}$. The bypass line is 10 cm in diameter. The valve setting produces a loss coefficient of 0.2 and the valve loss is the only head loss at the lift station.

For a discharge leaving the lift station of 0.2 $\frac{m^3}{sec}$

Determine:

  1. The discharge through the pump
  2. The discharge through the bypass line

sketch(s) here

list known quantities

list unknown quantities

governing principles

solution (step-by-step)

In [2]:
# script (code) here

discussion


Problem 5:

The figure below is a schematic of a parallel pipe system. Flow occurs from A to B as shown. To augment the flow a pump is located between C and C'. The network is on a plane (flat) surface; all the junction elevations are the same. The pipes are commercial steel.

The pump characteristic curve is shown below:

Total discharge is 0.60 $\frac{m^3}{sec}$

Determine:

  1. The division of flow between pipes A-B and A-C-B
  2. The head loss in pipe A-B
  3. The head loss in pipe A-C
  4. The head loss in pipe C'-B
  5. The pump operating conditions.

sketch(s) here

list known quantities

list unknown quantities

governing principles

solution (step-by-step)

In [2]:
# script (code) here

discussion