dc.contributor.author | Chromíková, Jitka | |
dc.contributor.author | Heviánková, Silvie | |
dc.contributor.author | Kyncl, Miroslav | |
dc.contributor.author | Korabík, Michal | |
dc.contributor.author | Marschalko, Marian | |
dc.date.accessioned | 2018-04-06T09:13:27Z | |
dc.date.available | 2018-04-06T09:13:27Z | |
dc.date.issued | 2017 | |
dc.identifier.citation | GeoScience Engineering. 2017, vol. 63, no. 4, p. 13-19 | cs |
dc.identifier.issn | 1802-5420 | |
dc.identifier.uri | http://hdl.handle.net/10084/125681 | |
dc.description.abstract | The purpose of this study is to evaluate the potential for infiltration in a study area – Rožnov pod Radhoštěm, the Czech Republic. The results are important for the future design of an artificial recharge structure as a method to store water underground in times of water surplus. A total of six measurements of infiltration were made using a double ring infiltrometer on selected prospective sites for the future application of artificial recharge. The results of infiltration tests were analysed based on the Philip`s model. The steady soil infiltration rates ranged from 28 cm∙h-1 to 70.38 cm∙h-1and the cumulative soil infiltration ranged from 58 cm to 68 cm. | cs |
dc.format.extent | 1080896 bytes | |
dc.format.mimetype | application/pdf | |
dc.language.iso | en | cs |
dc.publisher | Vysoká škola báňská-Technická Univerzita Ostrava | cs |
dc.relation.ispartofseries | GeoScience Engineering | cs |
dc.relation.uri | http://gse.vsb.cz/ojs/GSE/article/view/158/pdf_58 | cs |
dc.rights | © Vysoká škola báňská-Technická Univerzita Ostrava. Hornicko-geologická fakulta | |
dc.subject | infiltration rate | cs |
dc.subject | surface water | cs |
dc.subject | groundwater | cs |
dc.subject | infiltrometer | cs |
dc.subject | hydraulic conductivity | cs |
dc.title | Artificial recharge – measurement of soil infiltration in Rožnov pod Radhoštěm | cs |
dc.type | article | cs |
dc.rights.access | openAccess | cs |
dc.type.version | publishedVersion | cs |
dc.type.status | Peer-reviewed | cs |