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Optimization of the building process of ground water intakes under the conditions of natural water resources deficits

Telyma Sergiy, Voloshkina Olena, Kovalоva Anastasiia, Bereznytska Yuliia

Budownictwo o Zoptymalizowanym Potencjale Energetycznym

2023

Vol. 12

41--50

The article discusses the problems of optimizing and exploiting ground water intakes during times of natural water resource deficits, which are critical sources for the operational resources needed. A deposit of underground water in Rudno in the Lviv region of Ukraine is used for the investigation. To optimize the withdrawal of water for the population in the given district, given the limited natural water resources, and on the bases of a detailed geological, hydrogeological and the hydrological analysis of the area and a review of the literature, a permanent mathematical model for filtration of the chosen deposit was created to evaluate the operational groundwater resources for a long-term period. The model allows for the simulation of water intake exploitation in different operating regimes in order to solve the problems of regulating and optimizing water withdrawal under different conditions of change in the water intakes, expanding productivity depending on the economic needs in the region, and solving problems related to the quality of the drinking water by predicting the possible pollution and depletion of major aquifers during their operation. The model of the Rudno water deposit can be used as a reference when selecting promising sites for new water intakes to reduce material and energy resources during construction.

Numerical model schematization of a complex hydrostructural Cretaceous groundwater basin for the purpose of protection zone evaluation

Gurwin J.

Geology, Geophysics and Environment

2017

Vol. 43, no. 1

19--31

One of the major projects in regional hydrogeological investigations in Poland is a multi-annual cycle of studies on the implementation of programs and documentation in relation to the establishment of protection areas for the Major Groundwater Basins (MGBs). Depending on the size of the area and complexity of the selected aquifer system, the work on the numerical model becomes adequately demanding. The model must in this case be designed as a three-dimensional, multi-layered, taking into account the role of a near the surface aquifer in the potential rate of migration of contaminants. It is particularly difficult to design models of the basins located in the older Mesozoic hydrogeological structures of dual-porosity characteristic, covered by Neogenic and Quaternary sediments. One of these basins is MGB No. 317 (ed. Kleczkowski 1990) identified within the northern Sudetic trough. The boundaries of the MGB are associated with the occurrence of structural aquifer limits, including the relatively large area of outcrops of the upper Cretaceous sediments with a narrow zone of Triassic outcrops. The paper presents the main assumptions of the model schematization, especially regarding the parameterization of hydrostructural conditions in integration with geoinformatic tools and MODFLOW modules. This study is focused on the problems associated with the proper schematization of the multilayer groundwater system on a regional scale, particularly with regard to the first aquifer and its hydraulic contact with the Mesozoic water-bearing horizons of the MGB. Model simulations, together with a semi-analytical analysis of the rate of flow in the vadose zone, finally allowed to determine the protection area of the MGB that is presented.