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Proposal of measures on Hodonínka river
Ondrišík, Ivan ; Duchan, David (oponent) ; Uhmannová, Hana (vedoucí práce)
The content of this bachelor's thesis is focused on assessing the condition of the riverbed of a river Hodonínka, which flows through the built-up area of the village of Olešnice, Křtěnov and the vacant area of the village Crhov. The assessment includes an assessment of the current condition of the riverbed and the condition after adjustments with the proposed flood control measures. The proposed modifications are supposed to ensure the protection of parts of municipalities against twenty years of water Q20 = 16,74 m3/s. The section of interest of the stream is located on the river kilometre 13,018 - 14,638 and extends into three cadastral areas. The mathematical model HEC-RAS 5.0.7 is used for hydro-technical calculations, which works in a 1D environment.
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Návrh přírodě blízké protipovodňové opatření na vybrané lokalitě
Ondrišík, Ivan ; Smelík, Lukáš (oponent) ; Duchan, David (vedoucí práce)
Obsah diplomovej práce sa zaoberá hydraulickým posúdením stavu toku Dřevnice, ktorý v rámci diplomovej práce preteká cez obce Otrokovice, Tečovice a Zlín. V posudku je zahrnuté posúdenie stavu koryta a okolia v súčasnom stave a následné posúdenie koryta a okolia po návrhu protipovodňových opatrení. Cieľom navrhnutých protipovodňových opatrení je ochrana vybraného územia a častí obcí pred nežiaducimi rozlivmi vody pri prietoku Q100 = 327,00 m3/s. Vybraná záujmová oblasť toku Dřevnice sa nachádza v riečnom kilometri 2,358 – 9,050 a jej celková dĺžka je 6,692 km. V rámci hydrotechnických výpočtov je v diplomovej práci použitý matematický model HEC-RAS 6.3.1.
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Proposal of measures on Hodonínka river
Ondrišík, Ivan ; Duchan, David (oponent) ; Uhmannová, Hana (vedoucí práce)
The content of this bachelor's thesis is focused on assessing the condition of the riverbed of a river Hodonínka, which flows through the built-up area of the village of Olešnice, Křtěnov and the vacant area of the village Crhov. The assessment includes an assessment of the current condition of the riverbed and the condition after adjustments with the proposed flood control measures. The proposed modifications are supposed to ensure the protection of parts of municipalities against twenty years of water Q20 = 16,74 m3/s. The section of interest of the stream is located on the river kilometre 13,018 - 14,638 and extends into three cadastral areas. The mathematical model HEC-RAS 5.0.7 is used for hydro-technical calculations, which works in a 1D environment.
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