# Hantush and Jacob Step Drawdown Test Solution for Leaky Confined Aquifers

Hantush and Jacob (1955) developed a mathematical solution for determining the hydraulic properties of **leaky confined** aquifers. Hantush (1961a, b) subsequently introduced equations for partially penetrating wells. For step-drawdown tests, the Hantush and Jacob solution can be modified to include linear and nonlinear well losses in the pumping well (Jacob 1947; Rorabaugh 1953; Ramey 1982). Analysis involves matching a curve to drawdown data collected during a step-drawdown test.

The Hantush and Jacob model for a partially penetrating pumping well in an anisotropic leaky confined aquifer, adapted for step-drawdown tests to include linear and nonlinear well loss, is given by the following equation:

$${s}_{\mathrm{w}}=\frac{Q}{4\pi T}[\mathrm{w}\left(u,r/B\right)+\frac{2{b}^{2}}{{\pi}^{2}{\left(l-d\right)}^{2}}\sum _{n=1}^{\infty}\frac{1}{{n}^{2}}{\left(\mathrm{sin}\left(\frac{n\pi l}{b}\right)-\mathrm{sin}\left(\frac{n\pi d}{b}\right)\right)}^{2}\xb7\mathrm{w}\left(u\mathrm{,}\sqrt{{(r/B)}^{2}+{K}_{z}/{K}_{r}{\left(\frac{n\pi {r}_{w}}{b}\right)}^{2}}\right)+\frac{2b}{\left(l-d\right)}{S}_{w}]+C{Q}^{P}\text{(1)}$$ $$u=\frac{{r}_{w}^{2}S}{4Tt}\text{(2)}$$where

- $b$ is aquifer thickness [L]
- $C$ is nonlinear well loss coefficient [T
^{P}/L^{3P-1}] - $d$ is the depth to the top of pumping well screen [L]
- ${K}_{r}$ is the radial (horizontal) hydraulic conductivity [L/T]
- ${K}_{z}$ is the vertical hydraulic conductivity [L/T]
- $l$ is the depth to the bottom of pumping well screen [L]
- $Q$ is pumping rate [L³/T]
- ${r}_{\mathrm{w}}$ is well radius [L]
- ${s}_{\mathrm{w}}$ is drawdown in the pumped well [L]
- $S$ is storativity [dimensionless]
- ${S}_{\mathrm{w}}$ is wellbore skin factor [dimensionless]
- $t$ is elapsed time since start of pumping [T]
- $T$ is transmissivity [L²/T]
- $\text{w}(u,\beta )$ is the Hantush and Jacob well function for leaky confined aquifers [dimensionless]

The exponent, $P$, in the nonlinear well loss term, $C{Q}^{P}$, is generally taken to be **2** as originally proposed by Jacob (1947); however, Rorabaugh (1953) postulated that $P$ may range between **1.5** and **3.5**.

## Assumptions

The following assumptions apply to the use of the Hantush and Jacob step test solution:

- aquifer has infinite areal extent
- aquifer is homogeneous, isotropic and of uniform thickness
- pumping well is fully or partially penetrating
- aquifer is leaky confined
- flow is unsteady
- water is released instantaneously from storage with decline of hydraulic head
- diameter of pumping well is very small so that storage in the well can be neglected
- aquitards have infinite areal extent, uniform vertical hydraulic conductivity and uniform thickness
- aquitards are overlain or underlain by an infinite constant-head plane source
- aquitards are incompressible (no storage)
- flow in the aquitards is vertical

## Solution

Options

AQTESOLV provides the following options for the Hantush and Jacob step test solution for leaky confined aquifers:

- variable pumping rates
- multiple pumping wells
- multiple observation wells
- partially penetrating pumping and observation wells
- boundaries

## Example

## References

Hantush, M.S. and C.E. Jacob, 1955. Non-steady radial flow in an infinite leaky aquifer, Am. Geophys. Union Trans., vol. 36, no. 1, pp. 95-100.

Jacob, C.E., 1947. Drawdown test to determine effective radius of artesian well, Trans. Amer. Soc. of Civil Engrs., vol. 112, paper 2321, pp. 1047-1064.

Ramey, H.J., 1982. Well-loss function and the skin effect: A review. In: Narasimhan, T.N. (ed.) Recent trends in hydrogeology, Geol. Soc. Am., special paper 189, pp. 265-271.

Rorabaugh, M.J., 1953. Graphical and theoretical analysis of step-drawdown test of artesian well, Proc. Amer. Soc. Civil Engrs., vol. 79, separate no. 362, 23 pp.

Bear, J., 1979. __Hydraulics of Groundwater__, McGraw-Hill, New York, 569p.