20.500.12556/RUL-141491 Zasnova sanacije zaplavnih pregrad na potoku Presušnik magistrsko delo št. 106/II. VOI Remediation concept of slot check dams on the Presušnik stream master thesis no.: 106/II. VOI V magistrskem delu je podrobneje predstavljen potek tipične zasnove in sanacije že dotrajanih hidrotehničnih objektov – zaplavnih pregrad na hudourniku Presušnik, ki izvira na južnih pobočjih gorske verige Karavank. Identificirali smo več možnih rešitev in se do njih opredelili. Opisan je postopek, kako opredelimo problem, kjer najprej s slikovnimi prikazi in opisi predstavimo obstoječe stanje in identificiramo kritične točke, na katere moramo biti pozorni pri snovanju rešitve. Zatem smo pripravili in analizirali pomembne vhodne podatke, kot je čas zakasnitve poplavnega vala, analiza ekstremnih padavin, modeliranje površinskega odtoka in podobno. Po končani analizi podatkov, ki so nam bili na voljo, smo lahko določili tri možne pristope k sanaciji, kjer smo pojasnili njihove prednosti in slabosti ter možnost izvedbe. Po pregledu dejavnikov kot je trajnost, varnost in zanesljivost, se je za optimalno rešitev izkazala rušitev starih pregrad in izgradnja novih. Temu v zadnjih poglavjih sledi dimenzioniranje elementov novih pregrad in pomožnih objektov ter umeščanje v prostor. Zasnovo novih objektov prikažemo na skicah in načrtih, izrisanih s pomočjo računalniških programov. Predstavljena je tudi tehnologija gradnje zaplavne pregrade. In the master's thesis we present the process of evaluation, redesign, and reconstruction of heavily damaged hydraulic structures – check dams on torrential Presušnik watercourse, that springs up on southern slopes of Karavanke mountain range. We identified several potential solutions, quantified their applicability to estimate the optimal solution. In the thesis we describe the entire workflow; at first, we define and present the existing situation with graphical representations and technical details, followed by identification of critical points that must be considered in the design process. In the next stage we prepared and analyzed the input data, e.g., such as flood wave lag time, extreme rainfall analysis, surface runoff modeling. After completing the analysis of the available data, we were able to determine three possible reconstructions methods, for each of them we identified their advantages, disadvantages, and possible limitations for the construction. After reviewing factors such as durability, safety, and reliability, the optimal solution proved to be the decommissioning of the existing old check dams and the construction of new ones. The final chapters are devoted to the design of new dams and auxiliary structures, stability analysis, and placement of the elements in nature. The design of new buildings is shown on technical drawings, and area plans. In the end we provide the technology of construction for the check dams. gradbeništvo magistrsko delo VOI potok hudournik zaplavna pregrada zasnova sanacija dimenzioniranje projektiranje civil engineering master thesis stream torrent check dam concept remediation dimensioning designing true false false [T. Kuzman] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2022-09-30 07:47:13 2022-09-30 07:47:19 2025-08-08 13:21:28 0000-00-00 00:00:00 2022 0 Ljubljana 2022 Ljubljana XVI, 44 str., [8] zganj. pril. 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 627.82:69.059.4(497.4)(043.3) 151773 132139267 9344.pdf 9344.pdf 1 FC7D47ED7BB08058B73018FDE3D687BF 095427116749aedb17195e54dc51e84ec35222dac09949e4d63f640a0e6c12df 563acdc3-4083-11ed-9c94-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=162563 9345.pdf 9345.pdf 1 2FF5CE20E644BBB53434401417A593A6 0c3cc89641d210824038e16a050f735129f2a796df5191fa99650e9eaa4eb718 563c4e59-4083-11ed-9c94-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=162564 Fakulteta za gradbeništvo in geodezijo 0 0 0