{"title":"Soil erosion modes of sealing soils: a phenomenological study","authors":"M.J.M. Römkens , S.N. Prasad , J.J.P. Gerits","doi":"10.1016/S0933-3630(96)00113-4","DOIUrl":null,"url":null,"abstract":"<div><p>Surface seal development and failure substantially affect soil erosion processes. A flume study was conducted to determine surface seal failure of a variable charge subsoil by rainfall and surface flow under different slope steepnesses. Two experiments were conducted: (1) an alternating sequence of a rainfall-surface flow for a 2.6% slope bed involving increasing rainstorm intensities and surface flows, and (2) a 2 h rainstorm of 55.4 mm · h<sup>−1</sup> intensity followed by surface flow on a soil bed with slope steepnesses of 8.9, 12.5 and 16.5%. The results indicate that seal failure on this soil is a local ‘catastrophic’ phenomenon, in which failure occurs in the form of a cavity that rapidly grows under local flow conditions. Observations suggest that seal failure was caused by a combination of surface flow hydrodynamics and several subsurface factors such as pore pressure changes, vented soil air, and return flow.</p></div>","PeriodicalId":101170,"journal":{"name":"Soil Technology","volume":"11 1","pages":"Pages 31-41"},"PeriodicalIF":0.0000,"publicationDate":"1997-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/S0933-3630(96)00113-4","citationCount":"42","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Technology","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0933363096001134","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 42
Abstract
Surface seal development and failure substantially affect soil erosion processes. A flume study was conducted to determine surface seal failure of a variable charge subsoil by rainfall and surface flow under different slope steepnesses. Two experiments were conducted: (1) an alternating sequence of a rainfall-surface flow for a 2.6% slope bed involving increasing rainstorm intensities and surface flows, and (2) a 2 h rainstorm of 55.4 mm · h−1 intensity followed by surface flow on a soil bed with slope steepnesses of 8.9, 12.5 and 16.5%. The results indicate that seal failure on this soil is a local ‘catastrophic’ phenomenon, in which failure occurs in the form of a cavity that rapidly grows under local flow conditions. Observations suggest that seal failure was caused by a combination of surface flow hydrodynamics and several subsurface factors such as pore pressure changes, vented soil air, and return flow.