Szczegóły publikacji
Opis bibliograficzny
Simulation and optimization of groundwater exploitation for the water supply of Tarnów agglomeration (southern Poland) / Wiktor Treichel, Andrzej HAŁADUS, Robert ZDECHLIK // Bulletin of Geography. Physical Geography Series ; ISSN 2080-7686. — 2015 — no. 9, s. 21–29. — Bibliogr. s. 29, Abstr.
Autorzy (3)
- Treichel Wiktor
- AGHHaładus Andrzej
- AGHZdechlik Robert
Słowa kluczowe
Dane bibliometryczne
| ID BaDAP | 95279 |
|---|---|
| Data dodania do BaDAP | 2016-02-03 |
| Tekst źródłowy | URL |
| DOI | 10.1515/bgeo-2015-0012 |
| Rok publikacji | 2015 |
| Typ publikacji | artykuł w czasopiśmie |
| Otwarty dostęp |  |
| Creative Commons | |
| Czasopismo/seria | Bulletin of Geography, Physical Geography Series |
Abstract
This paper presents the application of the simulation-optimization approach to optimize groundwater intake for the water supply of Tarnow agglomeration (southern Poland). Tarnow agglomeration is supplied with water from extensively exploited surface and groundwater intakes located at the confluence of the rivers Dunajec and Biala. Groundwater intakes capture water from the Quaternary aquifer, which is recharged by rainfall and direct infiltration from the rivers and irrigation ditches. Hydrogeological conditions occurring within the area under consideration were mapped by using a single-layer numerical model in Processing Modflow software. After calibrating the simulation model, a simulation-optimization approach was developed with the aim of aiding the process of searching for the best scheme of exploitation of groundwater intake. The unit response matrix method was used to connect the simulation model with the optimization procedure. In the optimization task the objective functions concerning the total volume of groundwater intake discharge and infiltration amount from the River Dunajec or irrigation ditches were applied. Several constraints concerned both the maximum and minimum capacity of individual wells and the entire intake, as well as desirable or undesirable drawdown values in selected control points and control areas. Finally, twelve variants of optimization tasks, for different boundary conditions and different objective functions, were solved and optimal schemes of well discharge distribution within the intake were calculated. The results of optimization show that, depending on the intended objective and the constraints imposed, the best exploitation scenario under the given conditions may be found.
