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Problem is solved by using the algorithm of STLK1 и STWT1 codes.
|
Model |
Figures |
Parameters |
1 |
Unconfined aquifer |
|
kr, kz, S, Sy ΔL |
2 |
Confined aquifer |
|
k, S ΔL |
3 |
Leaky aquifer |
|
k, S, k', S' ΔL |
4 |
Two-layer confined aquifer |
|
k, S, k', S' ΔL |
5 |
Two-layer unconfined aquifer |
|
k, S, k', Sy ΔL |
b – width of the river.
Retardation coefficient
References
Barlow P.M., Moench A.F. Analytical solutions and computer programs for hydraulic interaction of stream-aquifer systems // U.S. Geological Survey. 1988. Open-File Report 98-415A.