{"title":"An urban flood inundation model based on cellular automata","authors":"S. Armal, Rafea Al-Suhili","doi":"10.1504/IJW.2019.10022793","DOIUrl":null,"url":null,"abstract":"This study develops a modified cellular automata (CA) model to simulate the flash flood inundation extent on a case study of an urban sub-catchment, in New York City. Based on the soil composition, the Horton equation is modified with threshold infiltration rates and applied to different land cover types. Further, the orifice equation is updated with a time variant parameter to account for partial/full blockage in the inlets. We propose a slope weighted flow transfer function to adjust the CA model and address the problem of depth positivity and flow regime changes, occurring due to the partial submergence. Seven ponding points with different levels of inundation are detected in the survey of the area and accordingly compared with the output of the simulation. The results prove the applicability of the developed CA model to reproduce the evolution of water depth.","PeriodicalId":39788,"journal":{"name":"International Journal of Water","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-07-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"6","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Water","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1504/IJW.2019.10022793","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Social Sciences","Score":null,"Total":0}
引用次数: 6
Abstract
This study develops a modified cellular automata (CA) model to simulate the flash flood inundation extent on a case study of an urban sub-catchment, in New York City. Based on the soil composition, the Horton equation is modified with threshold infiltration rates and applied to different land cover types. Further, the orifice equation is updated with a time variant parameter to account for partial/full blockage in the inlets. We propose a slope weighted flow transfer function to adjust the CA model and address the problem of depth positivity and flow regime changes, occurring due to the partial submergence. Seven ponding points with different levels of inundation are detected in the survey of the area and accordingly compared with the output of the simulation. The results prove the applicability of the developed CA model to reproduce the evolution of water depth.
期刊介绍:
The IJW is a fully refereed journal, providing a high profile international outlet for analyses and discussions of all aspects of water, environment and society.