A one-dimensional model of unconfined ground water flow over a sloping impermeable base / A. Vandenberg.: En36-503/125E-PDF
"A mathematical one-dimensional model of unconfined ground water flow over a sloping impermeable base is described. The model employs a Crank-Nicholson implicit finite-difference formulation, in which the non-linearity of the differential equation owing to the varying saturated thickness is handled by iterative adjustment during each time step. Five examples of possible applications are described, and the model results are compared with analytical solutions"--Abstract, p. v.
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| Department/Agency | Canada. Environment Canada. Canada. Inland Waters Directorate. National Hydrology Research Institute (Canada) |
|---|---|
| Title | A one-dimensional model of unconfined ground water flow over a sloping impermeable base / A. Vandenberg. |
| Series title | NHRI paper ; no. 17 IWD technical bulletin ; no. 125 |
| Publication type | Series - View Master Record |
| Language | [English] |
| Format | Electronic |
| Electronic document | |
| Note(s) | Digitized edition from print [produced by Environment and Climate Change Canada]. Includes bibliographical references. Includes abstract in French. |
| Publishing information | Ottawa : National Hydrology Research Institute, Inland Waters Directorate, 1982. |
| Author / Contributor | Vandenberg, A. |
| Description | v, 30 p. : chart, ill. |
| Catalogue number |
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| Subject terms | Groundwater--Mathematical models Differential equations, Partial--Numerical solutions Sanitary landfills |
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