Question 4.7: Water flows in a rectangular channel of width 3m at a mild s...

Water flows in a rectangular channel of width 3m at a mild slope. A sluice gate is inserted in the channel as illustrated in Figure EP 4.7 in order to measure the flowrate in the channel. The depth of the flow upstream of the gate at point 1 is measured to be 2 m, and the depth of flow down stream of the gate at point 2 is measured to be 0.95 m. (a) Determine the ideal flowrate in the channel. (b) Draw the energy grade line and the hydraulic grade line.

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(a) In order to determine the ideal velocity at either point 1 or point 2, the Bernoulli equation is applied between points 1 and 2. However, in order to determine the relationship between the ideal velocities at points 1 and 2, the continuity equation is applied between points 1 and 2; thus, we have two equations and two unknowns. Furthermore, in order to determine the ideal flowrate in the pipe, the continuity equation is applied at either point 1 or 2 as follows:

b: = 3 m                 y_{1}: = 2 m                 y_{2}: = 0.95 m                 z_{1}: = 0 m                 z_{2}: = 0 m
g: = 9.81 \frac{m}{sec^{2}}                  A_{1}: = b. y_{1}= 6 m^{2}                 A_{2}: = b. y_{2}= 2.85 m^{2}

Guess value:            v_{2}: = 2 \frac{m}{sec}               v_{2}: = 2 \frac{m}{sec}             Q: = 1 \frac{m^{3}}{sec}

Given

y_{1} + z_{1} + \frac{v^{2}_{1} }{2.g} = y_{2} + z_{2} + \frac{v^{2}_{2} }{2.g}
v_{1}.A_{1} = v_{2}.A_{2}
Q = v_{2}.A_{2}
\left ( \begin{matrix} v_{1} \\ v_{2} \\ Q \end{matrix} \right ) : = Find (v_{1},v_{2},Q)

v_{1}= 2.45 \frac{m}{s}                  v_{2}= 5.158 \frac{m}{s}                  Q= 14.7 \frac{m^{3}}{s}

Application of the Bernoulli equation for the sluice gate illustrates a conversion of pressure energy to kinetic energy.
(b) The EGL and HGL are illustrated in Figure EP 4.7.

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