700 KB44 KB199920252017Atanasova, NatašaBanovec, PrimožComas, JoaquimRadinja, Matejletnik:30številka:52str. 51-64ISSN:1581-0267COBISSID_HOST:8228193URN:URN:NBN:SI:doc-J01JNJB2enslFakulteta za gradbeništvo in geodezijoActa hydrotechnicacombined sewer overflowdistributed measuresinfiltrationpadavinska vodaponikanjepovršinski odtokrain waterrazbremenilnik mešanega kanalizacijskega sistemarazpršeni ukrepiretentionsurface runoffzadrževanjeModeliranje in ocena vplivov razpršenih ukrepov zadrževanja in ponikanja padavinske vode na odtok iz urbanega povodja| Modelling and evaluating impacts of distributed retention and infiltration measures on urban runoff|This paper presents the impacts of distributed retention and infiltration measures on urban runoff on a case study of the city of Girona, Spain. These measures, i.e. Sustainable Urban Drainage Systems (SUDS), reduce the quantity of water that would otherwise overflow from combined sewer system (CSS) into the recipient and in this way contribute to their quality. To assess their effectiveness the software Autodesk Storm and Sanitary Analysis 2016 was employed for developing an urban catchment model. Flow measurements were taken in the combined sewer overflow (CSO) channel for calibration. In accordance with the conditions in the urban catchment, which covers 2.7 km2, five scenarios were developed consisting of the following measures: infiltration basins, infiltration trenches, green roofs, and combinations thereof. The most efficient scenario in terms of overflow reduction per unit of implemented SUDS measure was the one including the combination of infiltration basins and infiltration trenches. Among scenarios with a single measure, infiltration basins were the most effective. In conclusion SUDS can significantly reduce CSOs while offering additional benefits. Therefore they should be included in the strategies of urban water management, i.e. in the design of urban drainage systemsČlanek obravnava vpliv razpršenih ukrepov zadrževanja in ponikanja padavinske vode na mestu nastanka na odtok z urbanega povodja na študijskem primeru mesta Girona, Španija. Ti ukrepi (angl. SUDS) zmanjšajo količino vode, ki se iz kanalizacijskega sistema razbremeni v odvodnik, in tako prispevajo k njegovi boljši kakovosti. Za oceno učinkovitosti posameznih ukrepov smo v programu Autodesk Storm and Sanitary Analysis 2016 vzpostavili model urbanega povodja. V okviru raziskave smo na razbremenilniku za potrebe umerjanja modela merili pretoke. V skladu z razmerami v urbanem povodju, ki obsega 2,7 km2, smo razvili pet scenarijev možnih ukrepov razpršenega zadrževanja in ponikanja, ki so zajemali infiltracijske kotanje, infiltracijske jarke, zelene strehe in njihove kombinacije. Glede na kriterij zmanjšanja prelivanja na enoto izvedenega ukrepa se je kombinacija infiltracijskih kotlin in jarkov izkazala kot najučinkovitejši scenarij. Med scenariji s po eno vrsto ukrepa so bile najučinkovitejše infiltracijske kotanje. Ugotovili smo, da lahko razpršeni ukrepi znatno zmanjšajo količino razbremenjevanja iz mešanega kanalizacijskega sistema, medtem ko nudijo dodatne koristi. Zato bi morali biti vključeni v bodoče aktivnosti, povezane z upravljanjem voda na urbanih območjihTEXTznanstveno časopisjejournalsSlovenian National E-content AggregatorNational and University Library of SloveniaUniverza v Ljubljani, Fakulteta za gradbeništvo in geodezijo