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A large tank is filled with water to a h...

A large tank is filled with water to a height `H`. A small hole is made at the base of the tank. It takes `T_(1)` time to decrease the height of water to `(H)/(eta) (eta gt 1)`, and it takes `T_(2)` time to take out the rest of water. If `T_(1) = T_(2)`, then the value of `eta` is

A

2

B

3

C

4

D

`2sqrt(2)`

Text Solution

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The correct Answer is:
To solve the problem step by step, we need to analyze the time taken for the water to drain from the tank through a hole at the base. ### Step 1: Understand the problem We have a tank filled with water to a height \( H \). A hole is made at the base, and we need to find the value of \( \eta \) given that it takes time \( T_1 \) to decrease the height from \( H \) to \( \frac{H}{\eta} \) and time \( T_2 \) to drain the remaining water, with the condition that \( T_1 = T_2 \). ### Step 2: Write the formula for time taken The time taken \( T \) to drain water from a height \( h_1 \) to \( h_2 \) through a hole can be expressed as: \[ T = \frac{A}{a} \sqrt{\frac{2}{g}} \left( \sqrt{h_1} - \sqrt{h_2} \right) \] where: - \( A \) is the cross-sectional area of the tank, - \( a \) is the cross-sectional area of the hole, - \( g \) is the acceleration due to gravity. ### Step 3: Calculate \( T_1 \) For the first part, where the height decreases from \( H \) to \( \frac{H}{\eta} \): \[ T_1 = \frac{A}{a} \sqrt{\frac{2}{g}} \left( \sqrt{H} - \sqrt{\frac{H}{\eta}} \right) \] This simplifies to: \[ T_1 = \frac{A}{a} \sqrt{\frac{2}{g}} \left( \sqrt{H} - \sqrt{H} \cdot \frac{1}{\sqrt{\eta}} \right) = \frac{A}{a} \sqrt{\frac{2H}{g}} \left( 1 - \frac{1}{\sqrt{\eta}} \right) \] ### Step 4: Calculate \( T_2 \) For the second part, where the height decreases from \( \frac{H}{\eta} \) to \( 0 \): \[ T_2 = \frac{A}{a} \sqrt{\frac{2}{g}} \left( \sqrt{\frac{H}{\eta}} - 0 \right) = \frac{A}{a} \sqrt{\frac{2H}{g}} \cdot \frac{1}{\sqrt{\eta}} \] ### Step 5: Set \( T_1 = T_2 \) Since \( T_1 = T_2 \), we can equate the two expressions: \[ \frac{A}{a} \sqrt{\frac{2H}{g}} \left( 1 - \frac{1}{\sqrt{\eta}} \right) = \frac{A}{a} \sqrt{\frac{2H}{g}} \cdot \frac{1}{\sqrt{\eta}} \] We can cancel \( \frac{A}{a} \sqrt{\frac{2H}{g}} \) from both sides (assuming \( A \) and \( a \) are not zero): \[ 1 - \frac{1}{\sqrt{\eta}} = \frac{1}{\sqrt{\eta}} \] ### Step 6: Solve for \( \eta \) Rearranging gives: \[ 1 = 2 \cdot \frac{1}{\sqrt{\eta}} \] This leads to: \[ \sqrt{\eta} = 2 \quad \Rightarrow \quad \eta = 4 \] ### Final Answer Thus, the value of \( \eta \) is \( 4 \). ---

To solve the problem step by step, we need to analyze the time taken for the water to drain from the tank through a hole at the base. ### Step 1: Understand the problem We have a tank filled with water to a height \( H \). A hole is made at the base, and we need to find the value of \( \eta \) given that it takes time \( T_1 \) to decrease the height from \( H \) to \( \frac{H}{\eta} \) and time \( T_2 \) to drain the remaining water, with the condition that \( T_1 = T_2 \). ### Step 2: Write the formula for time taken The time taken \( T \) to drain water from a height \( h_1 \) to \( h_2 \) through a hole can be expressed as: \[ ...
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Knowledge Check

  • A tank if filled with water upto height H. When a hole is made at a distance h below the level of water. What will be the horizontal range of water jet ?

    A
    `2sqrt(h(H-h))`
    B
    `4sqrt(h(H+h))`
    C
    `4sqrt(h(H-h))`
    D
    `2sqrt(h(H+h))`
  • In a container, filled with water upto a height h, a hole is made in the bottom. The velocity of water flowing out of the hole is

    A
    proportional to h
    B
    proportional to `h^(1//2)`
    C
    proportional to `h^2`
    D
    independent of h
  • Choose the most appropriate option. A tank is filled with a liquid upto a height H. A small hole is made at the bottom of this tank. Consider t_(1) be the time taken to empty first half of the tank and t_(2) be the time taken to empty rest half of the tank. Then, determine the ratio (t_(1))/(t_(2)) .

    A
    1.33
    B
    1.5
    C
    2
    D
    0.414
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