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Aquifer Characterisation Questions and Answers

1.

What is the specific capacity of a well that is pumping at 249 lpm, has a static water level at 5 m and pumping water level of 6.50 m ?

Exam Year(s)

MH SET - 2019, SET Exam - 2019,

Answer: A

The specific capacity is 166 lpm per metre of drawdown.

Specific capacity is the pumping rate divided by the drawdown, the fall from the static water level to the pumping level:

\[ \begin{aligned} s &= 6.50 - 5.00 = 1.50\ \text{m} \\ SC &= \frac{249}{1.50} = 166\ \text{lpm/m} \end{aligned} \]

Dividing by the pumping water level instead (249/6.5) gives about 38, and dividing by the static level gives about 50, so neither produces another option. 373.5 is the pumping rate multiplied by the drawdown rather than divided by it.

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2.

Identify the correct statements from the following :

The storage coefficient of an aquifer is :

(a) Attributable to compressibility of the aquifer skeleton and the pore water
(b) Attributable to the compressibility of the aquifer skeleton and expansibity of the pore water
(c) Attributable to the expansibility of the aquifer skeleton and the pore water
(d) The volume of water released or taken into storage from a vertical column of aquifer of unit cross-sectional area due to unit change in piezometric head

Exam Year(s)

MH SET - 2021, SET Exam - 2021,

Answer: D

The key gives (b) and (d).

Statement (d) is the definition of the storage coefficient (storativity): the volume of water an aquifer releases from, or takes into, storage per unit area for a unit change in head. Statement (b) is the usual account of where that water comes from in a confined aquifer: when the head falls, the aquifer skeleton is compressed and the pore water expands slightly, and the two together release water.

Statement (c) is wrong because the skeleton is compressed, not expanded, when pore pressure falls. Options A, B and C each include (a) or (c) in a pairing the key does not accept.

What could not be confirmed: statement (a) speaks of the compressibility of the pore water, which is the property the groundwater formulas use for water, so (a) is a looser wording of the same physics as (b) and option C ((a) and (d)) cannot be ruled out on physical grounds. D is taken because (b) repeats the textbook phrasing, compression of the skeleton and expansion of the water, and it is the keyed answer.

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3.

The ratio of transmissivity to the coefficient of storativity of an aquifer is defined by the term ................. .

Exam Year(s)

MH SET - 2021, SET Exam - 2021,

Answer: D

The ratio is the hydraulic diffusivity.

Hydraulic diffusivity is

\[ D = \frac{T}{S} \]

where T is transmissivity and S the storage coefficient. It appears in the groundwater flow equation and controls how fast a change in head, such as the drawdown from a pumping well, spreads through the aquifer.

Hydraulic conductivity is transmissivity divided by aquifer thickness, not by storativity. The hydraulic gradient is the change of head per unit distance. Hydraulic viscosity is not a standard aquifer parameter.

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4.

Yield of a well per unit drawdown is called .............................

Exam Year(s)

MH SET - 2024, SET Exam - 2024,

Answer: A

Yield per unit drawdown is the specific capacity.

Specific capacity is the pumping rate of a well divided by the drawdown it produces, for example litres per minute per metre. It measures how productive a well is.

Specific yield and specific retention are aquifer properties: the fraction of water a rock releases by gravity drainage, and the fraction it holds back. Safe yield is the amount that can be withdrawn from a basin without harmful depletion.

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