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Mechanics of Fluids, 4th Edition Chapter 4: The Integral Forms of the Fundamental Laws Solutions for Section 4.5 1. Air moves through the duct shown in the problem. The work-rate terms that must be accounted for include: & and pn & ˆ ⋅ VdA and W (C) W S ∫ shear & & The belt inputs energy in the form of W shear . The fan inputs energy as WS . And, there would be a pressure difference between the inlet and outlet requiring flow ˆ ⋅ VdA. work, i.e., ∫ pn 2. The owner of a cabin that is located on a small stream is thinking of placing a dam across the stream to create a possible drop of 120 cm. The stream is measured to have approximate dimensions of 180 cm by 10 cm and a leaf on the water’s surface is observed to travel 10 m in 8 s. If an 80% efficient turbine is used, how much power can the owner expect to generate? (B) 2 kW The flow rate is calculated, based on the estimates with the assumption of uniform flow, to be Q = AV = (1.8 × 0.1) × 10 = 0.225 m3 /s 8 The energy equation, Eq. 4.5.24, with p1 = p2 = 0 and negligible kinetic energy change, provides p1 p V22 V12 + + 2 + z2 or HT = 1.2 m + 1.2 = HT + 2g 2g γ γ Equation (4.5.25) predicts that the energy output may be & = γ QH η = 9810 × 0.225 ×1.2 × 0.8 = 2120 W W T T T 31 © 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part. Mechanics of Fluids, 4th Edition Chapter 4: The Integral Forms of the Fundamental Laws 3. The hydroturbine shown in the problem accepts water at 4 MPa and exits to the atmosphere. If the flow rate is 2 m3/s, the maximum power output is nearest: (A) 80 MW First, find the velocities: V1 = 2/π × 0.2 2 = 15.9 m/s, V2 = 2/π × 0.32 = 7.07 m/s. Now, apply the energy equation, Eq. 4.5.24, assuming negligible change in elevation: 15.92 40 × 106 7.07 2 p2 + + z1 = HT + + + z2 or HT = 4090 m 2g 9810 2g γ The power is then & = γ QH = 9810 × 2 × 4090 = 80.2 ×106 W W T T 4. In the setup shown in the problem, if water is flowing, the pressure gage should read: (D) 940 kPa Position a and b on the low point of the mercury, as in Example 4.8. Then the manometer demands that (review Example 3.5) p a = pb 0.2 × (13.6 × 9810) + z1γ + p1 = 0.2 × 9810 + z2γ + γ V22 + p2 2g since the pressure p2 at the exit is zero gage and the two elevations cancel out. The energy equation between the inlet and the outlet, neglecting any losses since it’s a contraction, provides p1 γ + p2 V22 V12 + γ z1 = + + γ z2 2g γ 2g or p1 γ + V12 V22 = 2g 2g Subtract this energy equation from the manometer equation and obtain V12 = 0.2 × 12.6. 2g ∴ V1 = 7.03 m/s Continuity requires V2 = V1 A1 /A2 = 7.03 × 102 /4 2 = 43.9 m/s . The energy equation (or Bernoulli’s equation) then gives the pressure as p1 7.032 43.92 + = . 9810 2 × 9.81 2 × 9.81 ∴ p1 = 939 000 Pa 32 © 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.