8=1000kg/m3 Poo 1.02.10 u 2) Poo D, = 5cm DI D2 : D. = 3 chm Um iL= 30m D, : inner diameter of outer concentric cylinder (pipe) Dz : outer of inner -11- -11-

8=1000kg/m3<br>Poo<br>1.02.10 u<br>2) Poo<br>D, = 5cm<br>DI<br>D2 :<br>D.<br>= 3 chm<br>Um<br>iL= 30m<br>D, : inner diameter of outer concentric cylinder (pipe)<br>Dz : outer<br>of inner<br>-11-<br>-11-<br>

Extracted text: 8=1000kg/m3 Poo 1.02.10 u 2) Poo D, = 5cm DI D2 : D. = 3 chm Um iL= 30m D, : inner diameter of outer concentric cylinder (pipe) Dz : outer of inner -11- -11-

The small turbine in figure D extracts 400 W (assume efficiency equal to 1) of<br>power from the water flow. Both pipes are commercial steel. Compute the<br>flow rate Q in m³/hr, Why are there two solutions? Which is better?<br>[Hint: Apply the generalized Bernoulli eq. between points (1) and (4) and then<br>solve iteratively for Q].<br>

Extracted text: The small turbine in figure D extracts 400 W (assume efficiency equal to 1) of power from the water flow. Both pipes are commercial steel. Compute the flow rate Q in m³/hr, Why are there two solutions? Which is better? [Hint: Apply the generalized Bernoulli eq. between points (1) and (4) and then solve iteratively for Q].

Jun 08, 2022

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8=1000kg/m3 Poo 1.02.10 u 2) Poo D, = 5cm DI D2 : D. = 3 chm Um iL= 30m D, : inner diameter of outer concentric cylinder (pipe) Dz : outer of inner -11- -11-

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