Abstract
The Boussinesq equation permits, in principle, estimation of recharge for steady groundwater flow by taking derivatives of hydraulic head and transmissivity functions. The obstacles for doing this are as follows. Taking derivatives of the spatially-distributed data, even when they are known at every point, leads to numerical instability. Hydraulic heads are always measured with inaccuracies. Differentiating this “noisy” data leads to large errors in recharge estimation. It is shown that by using a special modification of the Boussinesq equation it is possible to overcome all three difficulties simultaneously. The methods of recharge estimation proposed are suitable for taking spatial derivatives from “noisy” measurements in other fields of Science and might be useful in Remote Sensing for edge enhancement.
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© 1988 Springer Science+Business Media Dordrecht
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Allison, H. (1988). The Principles of Inverse Modelling for Estimation of Recharge from Hydraulic Head. In: Simmers, I. (eds) Estimation of Natural Groundwater Recharge. NATO ASI Series, vol 222. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-7780-9_16
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DOI: https://doi.org/10.1007/978-94-015-7780-9_16
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-8444-6
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