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Structural analysis of Jelezovac dam stepped spillway with baffle

Statička analiza stepenastog preliva sa odbojnom gredom na pregradi Jelezovac

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2010
334.pdf (3.340Mb)
Authors
Kuzmanović, Vladan
Savić, Ljubodrag
Milovanović, Bojan
Article (Published version)
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Abstract
The concrete gravity dam spillway on the Jelezovac stream is presented. The overflow section of the dam is an original structure, designed as a stepped spillway, with bottom outlets and the modified USBR VI stilling basin with a baffle. The structural design consisted of the general stability computation, and the design of the basin elements was based on the hydrodynamic load, obtained from the hydraulic computations.
U radu je prikazana statička analiza prelivne lamele gravitacione betonske pregrade na potoku Jelezovac. Prikazana lamela je originalno rešenje, projektovana kao stepenasti preliv sa propustima i umirujućim bazenom, koji predstavlja modifikovani tip slapišta USBR VI sa odbojnom gredom. Statičkom analizom je obuhvaćena opšta stabilnost pregrade i dimenzionisanje elemenata slapišta, pri čemu su hidrodinamička opterećenja procenjena na osnovu proticaja i brzina dobijenih hidrauličim proračunom.
Keywords:
structural analysis / stepped spillway / stilling basin / hydrodynamic load / statička analiza / stepenasti preliv / umirujući bazen / hidrodinamičko opterećenje
Source:
Vodoprivreda, 2010, 42, 4-6, 181-185
Publisher:
  • Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd

ISSN: 0350-0519

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/336
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  • Катедра за хидротехнику и водно-еколошко инжењерство
  • Катедра за материјале и конструкције
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