Design of Optimal, Reliable Plume Capture Schemes: Application to the Gloucester Landfill Ground-Water Contamination Problem

Author:

Gailey Robert M.,Gorelick Steven M.

Publisher

Wiley

Subject

Computers in Earth Sciences,Water Science and Technology

Reference19 articles.

1. Bahr, J. M. 1984. Hydrostratigraphic interpretation and ground water flow modeling of sedimentary deposits in the vicinity of the Gloucester landfill, Ontario, Canada. M.S. thesis, Dept. of Applied Earth Sciences, Stanford Univ., CA.

2. Crowe, A. S. and S. Shikaze 1989. Numerical modeling of the special waste plume at the Gloucester landfill, Gloucester, Ontario. Rivers Research Branch Report 89-05, Environment Canada, Burlington, Ontario.

3. Coupled process parameter estimation and prediction uncertainty using hydraulic head and concentration data;Gailey;Advances in Water Resources.,1991

4. Gill, P. E. , W. Murray , M. A. Saunders , and M. H. Wright 1986. User's Guide for NPSOL (Version 4.0): A Fortran Package for Nonlinear Programming. Systems Optimization Laboratory Tech. Report SOL 86-2, Stanford Univ., CA.

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