Abstract
The use of numerical sparsity in a non-linear optimal control model as it is applied to the pump and treat remediation of groundwater problems is developed. The control model selects the least cost combination of pumping rates and well locations to achieve specified cleanup goals at a specified time horizon, based on the predictions of a finite element simulation model; this is a computationally intensive problem. This research focused on the use of the numerical sparsity arising from the finite element model within the optimization procedure to reduce the overall computational demands of solving the problem.
Original language | English |
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Pages | 868-870 |
Number of pages | 3 |
Publication status | Published - 1995 |
Event | Proceedings of the 22nd Annual Conference on Integrated Water Resources Planning for the 21st Century - Cambridge, MA, USA Duration: 7 May 1995 → 11 May 1995 |
Conference
Conference | Proceedings of the 22nd Annual Conference on Integrated Water Resources Planning for the 21st Century |
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City | Cambridge, MA, USA |
Period | 7/05/95 → 11/05/95 |
Scopus Subject Areas
- General Engineering