{"title":"封土土壤侵蚀模式:现象学研究","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":"{\"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}","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}
Soil erosion modes of sealing soils: a phenomenological study
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.