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Question

A watershed of 100 $km^2$ is underlain by an unconfined aquifer having hydraulic conductivity of 15 m $day^{-1}$ and specific yield of 0.20. If 30 million $m^3$ of water is pumped from this aquifer through uniformly distributed wells, the average drop of water table over the watershed in meter will be

The correct answer is
1.5

Calculating Water Table Drop in Unconfined Aquifer

The problem asks for the average drop in the water table ($\Delta h$) in an unconfined aquifer due to pumping. We are given the watershed area ($A$), the volume of water pumped ($V$), and the specific yield ($S_y$).

Given Data:

  • Watershed Area, $A = 100$ $km^2$
  • Volume Pumped, $V = 30$ million $m^3 = 30 \times 10^6$ $m^3$
  • Specific Yield, $S_y = 0.20$
  • Hydraulic conductivity, $K = 15$ m $day^{-1}$ (Note: $K$ is not required for this specific calculation)

Required Calculation:

The relationship between the volume of water pumped from an unconfined aquifer and the resulting drop in water table is given by the equation:

$ V = A \times S_y \times \Delta h $

We need to rearrange this formula to solve for the water table drop, $\Delta h$.

Step-by-Step Solution:

  1. Convert Area Units: Convert the watershed area from $km^2$ to $m^2$. $ A = 100 \text{ } km^2 = 100 \times (1000 \text{ m})^2 = 100 \times 10^6 \text{ } m^2 = 1 \times 10^8 \text{ } m^2 $
  2. Rearrange Formula: Solve the storage equation for $\Delta h$. $ \Delta h = \frac{V}{A \times S_y} $
  3. Substitute Values: Plug the given and converted values into the formula. $ \Delta h = \frac{30 \times 10^6 \text{ } m^3}{(1 \times 10^8 \text{ } m^2) \times 0.20} $
  4. Calculate Result: Perform the calculation. $ \Delta h = \frac{30 \times 10^6}{0.20 \times 10^8} = \frac{30 \times 10^6}{20 \times 10^6} = \frac{30}{20} $ $ \Delta h = 1.5 \text{ meters} $

Conclusion:

The average drop of the water table over the watershed is 1.5 meters.

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Important Questions from Groundwater Occurrence

  1. An unconfined aquifer of areal extent $20 \text{ km} \times 20 \text{ km}$ has hydraulic conductivity of $4 \text{ m/day}$, porosity of $0.32$, and storage coefficient (specific yield) of $0.18$. If the initial saturated thickness of the aquifer is $30 \text{ m}$, and $4\times10^8 \text{ m}^3$ of water is extracted from the aquifer, then the decline in the saturated thickness is _____________ (rounded off to two decimal places) m.

  2. An unconfined aquifer extends over an area of $1 \text{ km}^2$ and has hydraulic conductivity, total porosity and specific retention of $20 \text{ m per day}, 30\%$ and $10\%$, respectively. After pumping some groundwater from this aquifer, the water table dropped to a depth of $20 \text{ m}$ from the ground level. If the water table was initially at $14.5 \text{ m}$ below the ground level, the change in groundwater storage in million cubic meters would be_______

  3. Match the following items between Column I and Column II with the most appropriate combinations:

    Column IColumn II
    PProperties of confined and semi- confined aquifers1Perched aquifer
    QProperty of an unconfined aquifer2Coefficient of storage
    RProperty of semi-confined aquifer3Specific yield
    SA special case of an unconfined aquifer4Leakage factor
  4. A fully penetrating well is installed in a homogenous and isotropic confined aquifer. The aquifer has uniform thickness of 16 m and hydraulic conductivity of 25 m/d. Water is being pumped out from the well at a constant rate of $0.1 \text{ } m^3/s$ till steady state condition is reached. If a drawdown of 3.5 m is observed at a distance of 75 m from the well then the drawdown at a distance of 150 m from the well will be________ (in m, rounded off to two decimal places).

  5. One of the key assumptions made by Dupuit-Forchheimer about the flow behavior in the porous medium towards subsurface drains is
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