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Good agreements between the obtained simulation results and measurement data demonstrate the satisfactory performance of the mathematical model and the numerical algorithm when reproducing a dam-break flow. Additionally, various problems were also considered: the effect of pressure distribution on the dam walls for different angles of the inclined plane. It was found that pressure distribution on the wall when the inclined angle [Formula: see text] = 15\u00b0 was almost two times more than without inclination. To reduce the shock pressure value a new form of obstacle was used. With a new form of obstacle, the maximum pressure value on the dam wall decreased more than three times. <\/jats:p>","DOI":"10.1177\/00375497211008497","type":"journal-article","created":{"date-parts":[[2021,4,21]],"date-time":"2021-04-21T14:46:27Z","timestamp":1619016387000},"page":"717-737","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":6,"title":["Numerical study of dam-break fluid flow using volume of fluid (VOF) methods for different angles of inclined planes"],"prefix":"10.1177","volume":"97","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-1937-8615","authenticated-orcid":false,"given":"Alibek","family":"Issakhov","sequence":"first","affiliation":[{"name":"Department of Mathematical and Computer Modelling, Al-Farabi Kazakh National University, Kazakhstan"},{"name":"Department of Mathematics and Cybernetics, Kazakh British Technical University, Kazakhstan"}]},{"given":"Yeldos","family":"Zhandaulet","sequence":"additional","affiliation":[{"name":"Department of Mathematics and Cybernetics, Kazakh British Technical University, Kazakhstan"}]}],"member":"179","published-online":{"date-parts":[[2021,4,21]]},"reference":[{"key":"bibr1-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9429(2004)130:7(689)"},{"key":"bibr2-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1017\/S0022112002002550"},{"key":"bibr3-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1002\/fld.285"},{"key":"bibr4-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9429(2004)130:4(332)"},{"key":"bibr5-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0733-9429(1995)121:12(877)"},{"key":"bibr6-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1016\/j.jcp.2004.12.007"},{"key":"bibr7-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1016\/j.advwatres.2014.04.020"},{"key":"bibr8-00375497211008497","doi-asserted-by":"publisher","DOI":"10.4310\/CMS.2007.v5.n1.a6"},{"key":"bibr9-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1142\/S0578563406001477"},{"key":"bibr10-00375497211008497","volume-title":"27th Annual Offshore Technology Conference","author":"Buchner B"},{"key":"bibr11-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1016\/j.apor.2007.10.002"},{"key":"bibr12-00375497211008497","volume-title":"11th International Conference on Hydroinformatics HIC 2014","author":"El kadi Abderrezzak K"},{"key":"bibr13-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)HY.1943-7900.0000947"},{"key":"bibr14-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1016\/S1001-6279(13)60001-3"},{"key":"bibr15-00375497211008497","first-page":"669","volume":"2008","author":"Greco M","year":"2008","journal-title":"River Flow"},{"key":"bibr16-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1080\/00221689509498555"},{"key":"bibr17-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1086\/112164"},{"key":"bibr18-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1093\/mnras\/181.3.375"},{"key":"bibr19-00375497211008497","doi-asserted-by":"publisher","DOI":"10.1016\/0021-9991(81)90145-5"},{"key":"bibr20-00375497211008497","unstructured":"Torey MD, Cloutman LD, Mjilsness RC, et al. 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