Application of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'

In the area of Bezdan, the construction of a new pumping station, p.s. 'Bezdan 1', on the location of the existing and nonfunctional pumping station 'Bezdan I', is envisaged. Given the position of the future pump station, a problem of digging the foundation pits in terms of prote...

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Main Authors: Polomčić Dušan M., Bajić Dragoljub I.
Format: Article
Language:English
Published: Savez inženjera i tehničara Srbije 2014-01-01
Series:Tehnika
Subjects:
Online Access:http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2014/0040-21761406960P.pdf
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spelling doaj-a31f7c7fe58845cf8c2ebbe1387be1da2020-11-24T20:59:17ZengSavez inženjera i tehničara SrbijeTehnika0040-21762560-30862014-01-0169696096610.5937/tehnika1406960P0040-21761406960PApplication of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'Polomčić Dušan M.0Bajić Dragoljub I.1University of Belgrade, Faculty of Mining and Geology, Belgrade, SerbiaUniversity of Belgrade, Faculty of Mining and Geology, Belgrade, SerbiaIn the area of Bezdan, the construction of a new pumping station, p.s. 'Bezdan 1', on the location of the existing and nonfunctional pumping station 'Bezdan I', is envisaged. Given the position of the future pump station, a problem of digging the foundation pits in terms of protection from high groundwater levels, was noticed. This paper aims to analyze the possibilities for lowering the groundwater levels below the projected elevation, which will enable unobstructed work on the pumping station. By using the hydrodynamic analysis and its most complex and most applicable methods of three-dimensional hydrodynamic modeling of aquifer regime, based on the numerical method of finite differences, the system of protection and variations of the protection solutions from groundwater at the research location of the future p.s. 'Bezdan 1' was defined. Three variants of solution were given, and characteristics of the system of protection from groundwater were defined for each, the optimal number of drainage wells in the system and their spatial distribution and the time required for maximal effects of the lowering of the groundwater levels below the elevation of the excavation facilities of CS 'Bezdan 1'. Presented paper provides the basis for some of the methods of multicriteria optimization and the selection of the optimal variant of the system of protection from groundwater's, considering, in this way, the weight of various factors that influence the choice of the variant, such as technical, economic, environmental and safety factors.http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2014/0040-21761406960P.pdfhydrodynamic analysissystem of protection from groundwater'sgroundwater managementpumping stationpredictive modeling
collection DOAJ
language English
format Article
sources DOAJ
author Polomčić Dušan M.
Bajić Dragoljub I.
spellingShingle Polomčić Dušan M.
Bajić Dragoljub I.
Application of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'
Tehnika
hydrodynamic analysis
system of protection from groundwater's
groundwater management
pumping station
predictive modeling
author_facet Polomčić Dušan M.
Bajić Dragoljub I.
author_sort Polomčić Dušan M.
title Application of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'
title_short Application of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'
title_full Application of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'
title_fullStr Application of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'
title_full_unstemmed Application of the hydrodynamic predictive modeling on the example of the pumping station 'Bezdan 1'
title_sort application of the hydrodynamic predictive modeling on the example of the pumping station 'bezdan 1'
publisher Savez inženjera i tehničara Srbije
series Tehnika
issn 0040-2176
2560-3086
publishDate 2014-01-01
description In the area of Bezdan, the construction of a new pumping station, p.s. 'Bezdan 1', on the location of the existing and nonfunctional pumping station 'Bezdan I', is envisaged. Given the position of the future pump station, a problem of digging the foundation pits in terms of protection from high groundwater levels, was noticed. This paper aims to analyze the possibilities for lowering the groundwater levels below the projected elevation, which will enable unobstructed work on the pumping station. By using the hydrodynamic analysis and its most complex and most applicable methods of three-dimensional hydrodynamic modeling of aquifer regime, based on the numerical method of finite differences, the system of protection and variations of the protection solutions from groundwater at the research location of the future p.s. 'Bezdan 1' was defined. Three variants of solution were given, and characteristics of the system of protection from groundwater were defined for each, the optimal number of drainage wells in the system and their spatial distribution and the time required for maximal effects of the lowering of the groundwater levels below the elevation of the excavation facilities of CS 'Bezdan 1'. Presented paper provides the basis for some of the methods of multicriteria optimization and the selection of the optimal variant of the system of protection from groundwater's, considering, in this way, the weight of various factors that influence the choice of the variant, such as technical, economic, environmental and safety factors.
topic hydrodynamic analysis
system of protection from groundwater's
groundwater management
pumping station
predictive modeling
url http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2014/0040-21761406960P.pdf
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