The figure below shows a pipe connecting a reservoir to a turbine which discharges water to the tailrace through another pipe. The head loss between the reservoir and the turbine is 8 times kinetic head in the pipe and that from the turbine to tailrace is 0.4 times the kinetic head in the pipe. The rate of flow is 1.36m3/s and the pipe diameter in both cases is 1m. Determine (a) the pressure at inlet and exit of turbine, and (b) the power generated by the turbine.

The figure below shows a pipe connecting a reservoir to a turbine which discharges water to the tailrace through another pipe. The head loss between the reservoir and the turbine is 8 times kinetic head in the pipe and that from the turbine to tailrace is 0.4 times the kinetic head in the pipe. The rate of flow is 1.36m3/s and the pipe diameter in both cases is 1m. Determine (a) the pressure at inlet and exit of turbine, and (b) the power generated by the turbine.
The figure below shows a pipe connecting a reservoir to a turbine which discharges water to the tailrace through another pipe. The head loss between the reservoir and the turbine is 8 times kinetic head in the pipe and that from the turbine to tailrace is 0.4 times the kinetic head in the pipe. The rate of flow is 1.36m3/s and the pipe diameter in both cases is 1m. Determine (a) the pressure at inlet and exit of turbine, and (b) the power generated by the turbine.
Turbine System Analysis

Analysis of Turbine System with Reservoir and Tailrace

Problem Statement

A pipe connects a reservoir to a turbine which discharges water to the tailrace through another pipe. The head loss between the reservoir and the turbine is 8 times kinetic head in the pipe and that from the turbine to tailrace is 0.4 times the kinetic head in the pipe. The rate of flow is 1.36 m³/s and the pipe diameter in both cases is 1 m. The elevation of the reservoir water level is 54 m, the turbine inlet is at elevation 49 m, and the tailrace water level is at elevation 4 m.

Determine:
(a) The pressure at inlet and exit of turbine
(b) The power generated by the turbine

Given Data

Diameter of pipes (d) 1 m
Discharge (Q) 1.36 m³/s
Reservoir water level (point 1) 54 m (elevation)
Turbine inlet (point 2) 49 m (elevation)
Turbine outlet (point 3) 49 m (elevation, same as inlet)
Tailrace water level (point 4) 4 m (elevation)
Head loss between reservoir and turbine 8 × (kinetic head in pipe)
Head loss between turbine and tailrace 0.4 × (kinetic head in pipe)
Acceleration due to Gravity (g) 9.81 m/s²
Density of Water (ρ) 1000 kg/m³

1. Determining Velocity and Kinetic Head

Since the diameter is the same for both pipes (inlet and outlet), the velocity will be the same in both sections.

Calculate the velocity:
V = Q / A = Q / (π × d² / 4)
V = 1.36 / (π × 1² / 4)
V = 1.36 / 0.7854
V = 1.73 m/s

Calculate the kinetic head:
Kinetic head = V² / (2g) = 1.73² / (2 × 9.81)
Kinetic head = 2.99 / 19.62
Kinetic head = 0.152 m

2. Calculating Head Losses

Head loss between reservoir and turbine (hL,1-2):
hL,1-2 = 8 × (V² / 2g) = 8 × 0.152
hL,1-2 = 1.22 m

Head loss between turbine and tailrace (hL,3-4):
hL,3-4 = 0.4 × (V² / 2g) = 0.4 × 0.152
hL,3-4 = 0.06 m

Total head loss:
hL,total = hL,1-2 + hL,3-4 = 1.22 + 0.06 = 1.28 m

3. Determining Pressure at Turbine Inlet (Point 2)

Applying Bernoulli’s equation between points 1 (reservoir) and 2 (turbine inlet):

P₁/ρg + V₁²/2g + Z₁ = P₂/ρg + V₂²/2g + Z₂ + hL,1-2

Where:
P₁ = 0 (atmospheric pressure at free surface)
V₁ = 0 (velocity at reservoir surface ≈ 0)
Z₁ = 54 m
V₂ = 1.73 m/s
Z₂ = 49 m
hL,1-2 = 1.22 m

Rearranging to solve for P₂/ρg:
P₂/ρg = Z₁ – Z₂ – V₂²/2g – hL,1-2
P₂/ρg = 54 – 49 – 0.152 – 1.22
P₂/ρg = 5 – 1.372
P₂/ρg = 3.628 m

P₂ = 3.628 × ρg = 3.628 × 1000 × 9.81
P₂ = 35,590 Pa = 35.59 kPa

4. Determining Pressure at Turbine Exit (Point 3)

Applying Bernoulli’s equation between points 3 (turbine exit) and 4 (tailrace):

P₃/ρg + V₃²/2g + Z₃ = P₄/ρg + V₄²/2g + Z₄ + hL,3-4

Where:
P₄ = 0 (atmospheric pressure at free surface)
V₄ = 0 (velocity at tailrace surface ≈ 0)
Z₄ = 4 m
V₃ = 1.73 m/s
Z₃ = 49 m
hL,3-4 = 0.06 m

Rearranging to solve for P₃/ρg:
P₃/ρg = Z₄ – Z₃ + hL,3-4 + V₃²/2g
P₃/ρg = 4 – 49 + 0.06 + 0.152
P₃/ρg = 4 – 49 + 0.212
P₃/ρg = -44.788 m

P₃ = -44.788 × ρg = -44.788 × 1000 × 9.81
P₃ = -439,370 Pa = -439.37 kPa (gauge pressure)

Part (a): Pressure at Turbine Inlet (P₂) = 35.59 kPa
Pressure at Turbine Exit (P₃) = -439.37 kPa (gauge)

5. Determining Power Generated by Turbine

Calculate the head extracted by the turbine:

Applying Bernoulli’s equation between points 2 and 3 and solving for turbine head (hT):

P₂/ρg + V₂²/2g + Z₂ = P₃/ρg + V₃²/2g + Z₃ + hT

Since Z₂ = Z₃ (same elevation) and V₂ = V₃ (same velocity):
P₂/ρg = P₃/ρg + hT
hT = P₂/ρg – P₃/ρg
hT = 3.628 – (-44.788)
hT = 48.416 m

Calculate the power generated by the turbine:
Power = ρ × g × Q × hT
Power = 1000 × 9.81 × 1.36 × 48.416
Power = 644,680 W = 644.68 kW

Part (b): Power Generated by Turbine = 644.68 kW

Conclusion

In this turbine system analysis, we determined that:

1. Pressure Conditions: The pressure at the turbine inlet is 35.59 kPa (gauge), which is positive as expected due to the reservoir elevation. The pressure at the turbine exit is -439.37 kPa (gauge), which is negative due to the suction effect created by the elevation difference between the turbine and the tailrace.

2. Power Generation: The turbine generates 644.68 kW of power by extracting energy from the 48.416 m of head available between its inlet and outlet.

3. Energy Conversion: This system effectively converts potential energy (due to elevation differences) into mechanical energy through the turbine, with some energy losses due to friction in the pipes.

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