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Question

An aquifer has a surface area of 100 km$^2$. With no recharge, assume that pumping out 2 $\times$ 10$^7$ m$^3$ of ground water resulted in a drop of the water table by 6 m. If the aquifer has a specific retention of 15 %, then the porosity of the aquifer is _____ % (rounded off to one decimal place).

Aquifer Area Unit Conversion

To ensure consistent units for calculations, the aquifer's surface area is converted from square kilometers (km$^2$) to square meters (m$^2$).

  • Surface Area ($A$) = 100 km$^2$
  • Since $1 \text{ km} = 1000 \text{ m}$, then $1 \text{ km}^2 = (1000 \text{ m})^2 = 10^6 \text{ m}^2$.
  • $A = 100 \times 10^6 \text{ m}^2 = 1 \times 10^8 \text{ m}^2$

Pumping Volume and Specific Yield Calculation

The volume of groundwater pumped ($V$) over the aquifer's surface area ($A$) causing a water table drop ($\Delta h$) is directly related to the specific yield ($S_y$). The relationship is:

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

Rearranging to solve for $S_y$:

$ S_y = \frac{V}{A \times \Delta h} $

Using the provided values:

  • $V = 2 \times 10^7 \text{ m}^3$
  • $A = 1 \times 10^8 \text{ m}^2$
  • $\Delta h = 6 \text{ m}$

Substituting these values:

$ S_y = \frac{2 \times 10^7 \text{ m}^3}{1 \times 10^8 \text{ m}^2 \times 6 \text{ m}} = \frac{2 \times 10^7}{6 \times 10^8} = \frac{1}{30} $

Calculating the decimal value:

$ S_y \approx 0.0333 $

Specific Retention and Porosity Calculation

The porosity ($\phi$) of an aquifer is the sum of its specific yield ($S_y$) and specific retention ($S_r$).

$ \phi = S_y + S_r $

Given Specific Retention ($S_r$) = 15%, which is 0.15 in decimal form.

$ \phi = 0.0333 + 0.15 $

$ \phi = 0.1833 $

Converting to percentage and rounding to one decimal place:

  • Porosity in percentage: $\phi (\%) = 0.1833 \times 100 \%$
  • $\phi (\%) = 18.33 \%$

The final porosity is 18.3 %.

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Important Questions from Aquifer Properties

  1. A well penetrates an unconfined aquifer. The water level (i.e., head) in the well prior to pumping is 25 m. After a long period of pumping at a constant rate of 0.05 m$^3$/s, the drawdowns at distances of 50 m and 150 m from the well are observed to be 3 m and 1.2 m, respectively.
    The hydraulic conductivity of the unconfined aquifer is ______ $\times 10^{-4}$ m/s (rounded off to two decimal places).
    Consider $\pi$ = 3.14.
  2. A confined aquifer with a uniform saturated thickness of 10 m has hydraulic conductivity of $10^{-2}$ cm/s. Considering a steady flow, the transmissivity of the aquifer in $m^2/day$ is _______ (rounded off to one decimal place).
  3. A stratified confined aquifer consists of three parallel homogeneous and isotropic horizontal layers with thickness of 10 m, 5 m and 5 m. The layers have the same width. The hydraulic conductivities of the strata are 15 m/day, 20 m/day and 30 m/day, respectively. The water flow follows Darcy's law and is parallel to the strata. Considering the same hydraulic gradient for all the layers, the effective hydraulic conductivity of the aquifer is ________ m/day. [in integer]
  4. If $d$ is the depth of an aquifer through which water is flowing, then the relationship between permeability $K$ and transmissibility (also known as transmissivity) $T$ is given by ________.

  5. The dimension of transmissivity of an aquifer is
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