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Optimizacija delovanja visokovodnega zadrževalnika – študija primera poplavne zaščite mesta Železniki z visokovodnim zadrževalnikom "Pod Sušo"
ID Mlakar, Igor (Author), ID Knapič, Matjaž (Author), ID Rak, Gašper (Author)

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Abstract
Visokovodni zadrževalniki so eden najučinkovitejših protipoplavnih ukrepov, v načrtovanje katerih je ob izboljšanju poplavne varnosti možno vključiti tudi okoljske cilje za izboljšanje ekološkega stanja vodnih teles in obvodnega prostora. Zaradi dolgotrajnih postopkov načrtovanja in usklajevanja projektnih rešitev z zahtevami pristojnih deležnikov in mnenjedajalcev prihaja v tem času zaradi novih visokovodnih dogodkov in njihovih analiz do spremenjenih projektnih pretokov, kar zahteva spreminjanje in prilagajanje rešitev oziroma delovanje objektov. Članek na primeru zadrževalnika Pod Sušo nad Železniki predstavlja rezultate raziskave, katere cilj je bila optimizacija delovanja zaradi novih hidroloških izhodišč, ki izkazujejo bistveno višje vrednosti pretokov konic visokovodnih valov nad Q100, kot so bile uporabljene v prejšnjih fazah načrtovanja. Predstavljen je model, ki je bil uporabljen za simulacije različnih pristopov obratovanja pri visokovodnih dogodkih do pretokov s 500-letno povratno dobo. Ocena posledic posameznega načina obratovanja pri različnih povratnih dobah visokovodnih dogodkov je bila analizirana z uporabo polnega 2D hidravličnega modela dolvodnega območja, pri čimer je bila na podlagi globin poplavnih vod in rabe tal ocenjena škoda za posamezni obravnavani scenarij. Rezultati kažejo, da je mogoče s predlaganim obratovanjem zadrževalnika doseči ugodnejši vpliv na poplavne razmere dolvodno in zmanjšanje gmotne škode.

Language:Slovenian
Keywords:poplavna nevarnost, omilitveni ukrepi, visokovodni zadrževalnik, obratovalna navodila, ocena poplavne škode
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Version of Record
Year:2025
Number of pages:97-102 str.
Numbering:Vol. 37, no. 66
PID:20.500.12556/RUL-166517 This link opens in a new window
UDC:502/504:627(497.4Železniki)(078.7)
ISSN on article:1581-0267
DOI:10.15292/acta.hydro.2024.05 This link opens in a new window
COBISS.SI-ID:222466051 This link opens in a new window
Publication date in RUL:16.01.2025
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Downloads:116
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Record is a part of a journal

Title:Acta hydrotechnica
Shortened title:Acta hydrotech.
Publisher:Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo
ISSN:1581-0267
COBISS.SI-ID:1838689 This link opens in a new window

Licences

License:CC BY-NC-SA 4.0, Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International
Link:http://creativecommons.org/licenses/by-nc-sa/4.0/
Description:A Creative Commons license that bans commercial use and requires the user to release any modified works under this license.

Secondary language

Language:English
Title:Optimisation of a high-water reservoir – a case study on flood protection for the town of Železniki using flood reservoir "Pod Sušo"
Abstract:
Flood control reservoirs are one of the most effective flood prevention measures, as, in addition to improving flood safety, they can also incorporate environmental objectives to improve the ecological status of water bodies and riparian areas. Due to the lengthy processes of planning and coordinating project solutions with the requirements of all relevant stakeholders and experts, new flood events and their hydrological analyses have led to changes in the design discharges during this time, which require modifications and adaptations to the operating rules of flood control reservoirs. Using the Pod Sušo retention reservoir above Železniki in Slovenia as an example, this article presents the results of investigations aimed at optimising the reservoir’s operation based on new hydrological data, which show significantly higher peak discharge values above Q100 compared to the values used in previous planning phases. The model used to simulate different o perating modes for flood events up to 500-year return period discharges is presented. The impact of each mode for different return periods of flood events was analysed using a full 2D hydraulic model of the downstream area, with damage assessed for each scenario based on flood depths and land use. The results indicate that the proposed operation of the flood retention basin can have a more favourable impact on downstream flood conditions and reduce material damage.

Keywords:flood hazard, mitigation measures, high-water reservoir, operation rules, flood damage assessment

Projects

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P2-0180-2022
Name:Vodarstvo in geotehnika: orodja in metode za analize in simulacije procesov ter razvoj tehnologij

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