- Aquifer test
An

**aquifer test**(or a**pumping test**) is conducted to evaluate anaquifer by "stimulating" the aquifer through constantpump ing, and observing the aquifer's "response" (drawdown) in observation wells. Aquifer testing is a common tool that hydrogeologists use to characterize a system of aquifers,aquitard s and flow system boundaries.A

slug test is a variation on the typical aquifer test where an instantaneous change (increase or decrease) is made, and the effects are observed in the same well. This is often used in geotechnical or engineering settings to get a quick estimate (minutes instead of days) of the aquifer properties immediately around the well.Aquifer tests are typically interpreted by using an analytical model of aquifer flow (the most fundamental being the Theis solution) to match the data observed in the real world, then assuming that the parameters from the idealized model apply to the real-world aquifer. In more complex cases, a numerical model may be used to analyze the results of an aquifer test, but adding complexity does not ensure better results (see

parsimony ).Aquifer testing differs from

well test ing in that the behaviour of the well is primarily of concern in the latter, while the characteristics of theaquifer are quantified in the former. Aquifer testing also often utilizes one or more monitoring wells, or piezometers ("point" observation wells). A monitoring well is simply a well which is not being pumped (but is used to monitor thehydraulic head in theaquifer ). Typically monitoring and pumping wells are screened across the same aquifers.**General characteristics**Most commonly an

**aquifer test**is conducted by pumping water from one well at a steady rate and for at least one day, while carefully measuring the water levels in the monitoring wells. When water is pumped from the pumping well the pressure in the aquifer that feeds that well declines. This decline in pressure will show up as drawdown (change in hydraulic head) in an observation well. Drawdown decreases with radial distance from the pumping well and drawdown increases with the length of time that the pumping continues.The aquifer characteristics which are evaluated by most aquifer tests are:

*Hydraulic conductivity or transmissivity: the ability of an aquifer to transmit water (how permeable it is);

*Specific storage or storativity: a measure of the amount of water of a confined aquifer will give up for a certain change in head;Additional aquifer characteristics which are sometimes evaluated, depending on the type of aquifer, include:

*Specific yield or drainable porosity: a measure of the amount of water an unconfined aquier will give up when completely drained;

* Leakage coefficient: some aquifers are bounded by aquitards which slowly give up water to the aquifer, providing additional water to reduce drawdown;

* The presence of aquifer boundaries (recharge or no-flow) and their distance from the pumped well and piezometers.**Analysis methods**An appropriate model or solution to the

groundwater flow equation must be chosen to fit to the observed data. There are many different choices of models, depending on what factors are deemed important including:

*leaky aquitards,

*unconfined flow (delayed yield),

*partial penetration of the pumping and monitoring wells,

*finite wellbore radius — which can lead to wellbore storage,

*dualporosity (typically in fractured rock),

*anisotropic aquifers,

*heterogeneous aquifers,

*finite aquifers (the effects of physical boundaries are seen in the test), and

*combinations of the above situations.Nearly all aquifer test solution methods are based on the Theis solution; it is built upon the most simplifying assumptions. Other methods relax one or more of the assumptions the Theis solution is built on, and therefore they get a more flexible (and more complex) result.

**Transient Theis solution**The Theis equation was adopted by

Charles Vernon Theis (working for theUS Geological Survey ) in 1935 [*cite journal |last=Theis |first=Charles V. |year=1935 |title=The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground-water storage |journal=Transactions, American Geophysical Union |volume=16 |pages=519–524*] , fromheat transfer literature (with the mathematical help of C.I. Lubin), for two-dimensional radial flow to a point source in an infinite, homogeneousaquifer . It is simply:$egin\{align\}s\; =\; frac\{Q\}\{4pi\; T\}W(u)\; \backslash \; [0.5em]\; u\; =\; frac\{r^2\; S\}\{4Tt\}end\{align\}$

where "s" is the drawdown (change in hydraulic head at a point since the beginning of the test), "u" is a dimensionless time parameter, "Q" is the discharge (pumping) rate of the well (volume divided by time, or m³/s), "T" and "S" are the

transmissivity andstorativity of the aquifer around the well (m²/s and unitless), "r" is the distance from the pumping well to the point where the drawdown was observed (m or ft), "t" is the time since pumping began (minutes or seconds), and "W(u)" is the "Well function" (called theexponential integral , E_{1}, in non-hydrogeology literature).Typically this equation is used to find the average "T" and "S" values near a pumping well, from

drawdown (hydrology) data collected during an aquifer test. This is a simple form of inverse modeling, since the result ("s") is measured in the well, "r", "t", and "Q" are observed, and values of "T" and "S" which best reproduce the measured data are put into the equation until a best fit between the observed data and the analytic solution is found. As long as none of the additional simplifications which the Theis solution requires (in addition to those required by the groundwater flow equation) are violated, the solution should be very good.The assumptions required by the Theis solution are:

* homogeneous, isotropic, confinedaquifer ,

* well is fully penetrating (open to the entire thickness ("b") of aquifer),

* the well has zero radius (it is approximated as a vertical line) — therefore no water can be stored in the well,

* aquifer is infinite in radial extent,

* horizontal (not sloping), flat, impermeable (non-leaky) top and bottom boundaries of aquifer,Even though these assumptions are rarely all met, depending on the degree to which they are violated (e.g., if the boundaries of the aquifer are well beyond the part of the aquifer which will be tested by the pumping test) the solution may still be useful.

**Steady-state Thiem solution**Steady-state radial flow to a pumping well is commonly called the Thiem solution, it comes about from application of

Darcy's law to cylindrical shell control volumes (i.e., a cylinder with a larger radius which has a smaller radius cylinder cut out of it) about the pumping well; it is commonly written as:: $h\; -\; h\_0\; =\; frac\{Q\}\{2pi\; T\}\; lnleft(\; frac\{r\}\{R\}\; ight)$

In this expression "h

_{0}" is the backgroundhydraulic head , "h-h_{0}" is the drawdown at the radial distance "r" from the pumping well, "Q" is the discharge rate of the pumping well (at the origin), "T" is thetransmissivity , and "R" is the radius of influence, or the distance at which the head is still "h_{0}". These conditions (steady-state flow to a pumping well with no nearby boundaries) "never truly occur" in nature, but it can often be used as an approximation to actual conditions; the solution is derived by assuming there is a circular constant head boundary (e.g., alake orriver in full contact with the aquifer) surrounding the pumping well at a distance "R".**Sources of error**Of critical importance in both aquifer and well testing is the accurate recording of data. Not only must water levels be measured carefully, often at millimeter accuracy, and the time of the measurement carefully recorded, but the pumping rates must be periodically checked and recorded. An unrecorded change in pumping rate of as little as 2% can be misleading when the data are analysed.

**References****Additional Reading**The

US Geological Survey has some very useful free references on pumping test interpretation:

*

*

*

*Some commercial printed references on aquifer test interpretation:

*:*Good summary of the most popular aquifer test methods, good for practicing hydrogeologists

*:*Thorough, a bit more mathematical than Batu

*:*Excellent treatment of most aquifer test analysis methods (but it is a hard-to-find book). Now available online. See http://www2.alterra.wur.nl/Internet/webdocs/ilri-publicaties/publicaties/Pub47/Pub47.pdf for complete book or http://content.alterra.wur.nl/Internet/webdocs/ilri-publicaties/publicaties/Pub47/download-47.html for individual chapters.More book titles can be found in the "further reading" section of the hydrogeology article, most of which contain some material on aquifer test analysis or the theory behind these test methods.

**Analysis software*** [

*http://water.usgs.gov/software/ground_water.html Water Resources Applications Software*] from the US Geological Survey

* [*http://www.swstechnology.com/ Schlumberger Water Services*] – Pumping test and slug test data analysis software

* [*http://www.aqtesolv.com/ AQTESOLV*] – standard commercial software

* [*http://www.hydroxpert.com/index.php?p=101 VINMOD Multi-Well*] – Groundwater pollution analysis using pumping tests and pollution parameters from pumped groundwater**ee also***

Dupuit assumption

*Groundwater

*Water well

*Wikimedia Foundation.
2010.*