Act like a helpful tutor and exlain me :
Give step-by-step solution with explanation and final answer:explain completeleyProblem 2 (50 pt).
Water flows at an average velocity of 5 m/s from a reservoir to a cast iron pipe (¢ = 0.20
mm) that discharges into the atmosphere. The diameter of the pipe is 10 cm. The
density and dynamic viscosity of water at 20 °C are 998.2 kg/m3 and 1.0016 x 10-3
kg/(m-s), respectively. Determine the total minor head loss (hi, minor) due to a sharp-
edged inlet (KL = 0.5), two standard flanged elbows (Kt. = 0.3), and a fully open globe
valve (KL = 10).
0)
. 2
pL diameter cast iron pipe Q
20°C w=
2m Globe valve |
Standard elbows
+—30m Pi 60m ——————|
Sharp-edged inlet
Hint: You are only asked to calculate the minor head loss; ignore frictional and elevation
losses.
Question:
Act like a helpful tutor and exlain me :
Give step-by-step solution with explanation and final answer:explain completeleyProblem 2 (50 pt).
Water flows at an average velocity of 5 m/s from a reservoir to a cast iron pipe (¢ = 0.20
mm) that discharges into the atmosphere. The diameter of the pipe is 10 cm. The
density and dynamic viscosity of water at 20 °C are 998.2 kg/m3 and 1.0016 x 10-3
kg/(m-s), respectively. Determine the total minor head loss (hi, minor) due to a sharp-
edged inlet (KL = 0.5), two standard flanged elbows (Kt. = 0.3), and a fully open globe
valve (KL = 10).
0)
. 2
pL diameter cast iron pipe Q
20°C w=
2m Globe valve |
Standard elbows
+—30m Pi 60m ——————|
Sharp-edged inlet
Hint: You are only asked to calculate the minor head loss; ignore frictional and elevation
losses.
This is AI generated Response.
Asked by: manish kumar
Created at: 2025-10-21 08:39:37
Final Answer:
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Certainly! Let's carefully analyze the problem step-by-step to determine the **minor head loss (h_L, minor)** in the piping system.
---
# **Problem Recap:**
- Water flow rate, \(Q = \text{unknown}\) (we'll find it from velocity)
- Velocity of water, \(V = 5\,m/s\)
- Pipe diameter, \(D = 10\,cm = .1\,m\)
- Density of water, \(\rho = 998.2\,kg/m^3\)
- Dynamic viscosity, \(\mu = 1.0016 \times 10^{-3}\,kg/(m \cdot s)\)
- Pipe length, \(L_{total} = 30 + 60 + 12\,m = 102\,m\)
- Inlet type: sharp-edged, \(K_{inlet} = .5\)
- Flanged elbows: \(K_{elbow} = .3\) each
- Globe valve: \(K_{valve} = 10\) (fully open)
- Cross-sectional area of pipe, \(A = \frac{\pi}{4} D^2\)
---
# **Step 1: Calculate the flow rate \(Q\)**
Using the velocity:
\[
Q = A \times V
\]
Where,
\[
A = \frac{\pi}{4} D^2 = \frac{\pi}{4} \times (.1)^2 \approx 7.854 \times 10^{-3}\, m^2
\]
So,
\[
Q = 7.854 \times 10^{-3}\, m^2 \times 5\, m/s = .03927\, m^3/s
\]
---
# **Step 2: Determine the Reynolds number (\(Re\)) to confirm flow regime**
\[
Re = \frac{\rho V D}{\mu}
\]
\[
Re = \frac{998.2 \times 5 \times .1}{1.0016 \times 10^{-3}} \approx 498,200
\]
Since \(Re > 400\), flow is turbulent, so Darcy-Weisbach equation applies for head loss calculations.
---
# **Step 3: Calculate the head loss due to friction (Darcy-Weisbach)**
\[
h_f = \frac{4fL}{D} \times \frac{V^2}{2g}
\]
Where \(f\) is the Darcy friction factor. For turbulent flow in smooth pipes, \(f\) can be estimated using the Colebrook equation or approximated with the Swamee-Jain equation:
\[
f = \frac{.25}{\left[\log_{10} \left( \frac{\varepsilon}{3.7 D} + \frac{5.74}{Re^{.9}} \right) \right]^2}
\]
Given:
\[
\varepsilon = .20\,mm = .0002\,m
\]
Calculate:
\[
f = \frac{.25}{\left[\log_{10} \left( \frac{.0002}{3.7 \times .1} + \frac{5.74}{(498200)^{.9}} \right) \right]^2}
\]
Compute each term:
\[
\frac{.0002}{3.7 \times .1} \approx .0002 / .37 \approx .00054
\]
\[
\frac{5.74}{(498200)^{.9}} \approx \frac{5.74}{(498200)^{.9}}
\]
Estimate \(498200^{.9}\):
\[
\log_{10}(498200) \approx 5.698
\]
\[
.9 \times 5.698 \approx 5.128
\]
\[
10^{5.128} \approx 1.34 \times 10^{5}
\]
Then,
\[
\frac{5.74}{1.34 \times 10^{5}} \approx 4.28 \times 10^{-5}
\]
Now, sum:
\[
.00054 + 4.28 \times 10^{-5} \approx .0005828
\]
Calculate \(\log_{10}\):
\[
\log_{10}(.0005828) \approx -3.234
\]
Calculate \(f\):
\[
f = \frac{.25}{(-3.234)^2} = \frac{.25}{10.46} \approx .0239
\]
---
# **Step 4: Calculate the total head loss (\(h_{loss}\))**
Total minor head loss is the sum of losses at inlet, elbows, valve:
\[
h_{minor} = h_{inlet} + 2 \times h_{elbows} + h_{valve}
\]
where each component is:
\[
h_{component} = K \times \frac{V^2}{2g}
\]
---
# **Step 5: Calculate each component**
- **Inlet:**
\[
h_{inlet} = .5 \times \frac{V^2}{2g}
\]
- **Elbows (2 elbows):**
\[
h_{elbows} = .3 \times \frac{V^2}{2g}
\]
Total for two elbows:
\[
2 \times .3 \times \frac{V^2}{2g}
\]
- **Valve:**
\[
h_{valve} = 10 \times \frac{V^2}{2g}
\]
---
### Calculate \(\frac{V^2}{2g}\):
\[
g = 9.81\, m/s^2
\]
\[
\frac{V^2}{2g} = \frac{(5)^2}{2 \times 9.81} = \frac{25}{19.62} \approx 1.275\, m
\]
---
### Now, compute each head loss:
- **Inlet:**
\[
h_{inlet} = .5 \times 1.275 \approx .637\, m
\]
- **Elbows (2):**
\[
h_{elbows} = .3 \times 1.275 \approx .383\, m
\]
Total for 2 elbows:
\[
2 \times .383 \approx .766\, m
\]
- **Valves:**
\[
h_{valve} = 10 \times 1.275 \approx 12.75\, m
\]
---
# **Step 6: Sum all minor head losses**
\[
h_{L, minor} = h_{inlet} + 2 \times h_{elbows} + h_{valve}
\]
\[
h_{L, minor} = .637 + .766 + 12.75 = \boxed{14.153\, m}
\]
---
# **Final Answer:**
\[
\boxed{
\text{Total minor head loss} \approx \mathbf{14.15\,m}
}
\]
This value represents the head loss due to all minor components (inlet, elbows, valve) in the system.
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