Give step-by-step solution with explanation and final answer:Ah eh raged Crom secon, 43 hc, he ure, cons vegeta of eh det 40 ky. (Ls = 9.8 mor he ccmeration dun rete) i 1d i lt
Question:
Give step-by-step solution with explanation and final answer:
Ah eh raged Crom secon, 43 hc, he ure, cons vegeta of eh det 40 ky. (Ls = 9.8 mor he ccmeration dun rete)
i
1d
i lt
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Asked by: 143
Created at: 2025-05-25 12:10:14
Asked by: 143
Created at: 2025-05-25 12:10:14
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Let's solve the problem step by step:
### **Given:**
- **Density of oil,** \(\rho = 940 \, \text{kg/m}^3\)
- **Gravity,** \(g = 9.8 \, \text{m/s}^2\)
- **Trapezoidal end dimensions:**
- Height, \(h = 3\, \text{m}\)
- Top width, \(w_\text{top} = 2\, \text{m}\)
- Bottom width, \(w_\text{bottom} = 1\, \text{m}\)
- Length of trough, \(L = 5\, \text{m}\) (not needed for end force calculation)
---
## **(a) Hydrostatic force on one end if full (depth = 3 m)**
**Hydrostatic force (\(F\))** on a vertical surface:
\[
F = \rho g \int_{0}^{h} w(y) y \, dy
\]
Where:
- \(w(y)\) = width of the trough at depth \(y\) (from the surface down)
- \(y\) = depth below the surface
### **Step 1: Find width as a function of depth**
The trapezoidal end:
- At \(y = 0\) (top): width = 2 m
- At \(y = 3\) m (bottom): width = 1 m
The sides taper linearly, so:
\[
\text{Width decreases by } (2-1) = 1 \text{ m over } 3 \text{ m}
\]
So, at depth \(y\):
\[
w(y) = 2 - \left(\frac{1}{3}\right)y
\]
### **Step 2: Set up the integral**
\[
F = \rho g \int_{0}^{3} \left[2 - \frac{1}{3}y\right] y \, dy
\]
Expand:
\[
F = \rho g \int_{0}^{3} (2y - \frac{1}{3}y^2) \, dy
\]
### **Step 3: Integrate**
\[
\int_{0}^{3} 2y \, dy = [y^2]_{0}^{3} = 9
\]
\[
\int_{0}^{3} \frac{1}{3}y^2 \, dy = \frac{1}{3} \left[\frac{y^3}{3}\right]_{0}^{3} = \frac{1}{3} \times \frac{27}{3} = 3
\]
\[
F = \rho g (9 - 3) = \rho g (6)
\]
### **Step 4: Plug in values**
\[
F = 940 \times 9.8 \times 6
\]
\[
F = 9212 \times 6 = 55,272 \text{ N}
\]
### **Final Answer (a):**
\[
\boxed{55,272 \text{ N}}
\]
---
## **(b) Hydrostatic force if filled to depth 1.5 m**
Repeat the above, but upper limit is \(y = 1.5\) m:
\[
F = \rho g \int_{0}^{1.5} \left[2 - \frac{1}{3}y\right] y \, dy
\]
\[
F = \rho g \int_{0}^{1.5} (2y - \frac{1}{3}y^2) \, dy
\]
Integrate:
\[
\int_{0}^{1.5} 2y \, dy = [y^2]_{0}^{1.5} = (1.5)^2 = 2.25
\]
\[
\int_{0}^{1.5} \frac{1}{3}y^2 \, dy = \frac{1}{3} \left[\frac{(1.5)^3}{3}\right] = \frac{1}{3} \times \frac{3.375}{3} = \frac{1}{3} \times 1.125 = 0.375
\]
\[
F = \rho g (2.25 - 0.375) = \rho g (1.875)
\]
\[
F = 940 \times 9.8 \times 1.875
\]
\[
= 9212 \times 1.875 = 17,272.50 \text{ N}
\]
### **Final Answer (b):**
\[
\boxed{17,272.50 \text{ N}}
\]
---
## **Summary**
- (a) **55,272 N**
- (b) **17,272.50 N** (rounded to two decimal places)
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