{"title":"河流路线模型入渗率的准确估算分析","authors":"H. Tong, Zongzhi Wang, Ruonan Hao, Shixiong Hu","doi":"10.1109/Geoinformatics.2013.6626150","DOIUrl":null,"url":null,"abstract":"Because of influence of drastic human activities, flow routing methods of river that neglected seepage loss in flood forecasting exhibits a strongly inadaptability based on principle of mass conservation, continuity equations of water body considering seepage loss are derived in five conditions from simple one to difficult one, which joined with dynamic equation composed de Saint-Venant system of equations that considered infiltration term, the flow routing inverse problem of river considering seepage was proposed and an optimization model that equivalent in the inverse problem was presented, which lays a foundation in accurately estimating infiltration capacity of flow routing model of river or river network.","PeriodicalId":286908,"journal":{"name":"2013 21st International Conference on Geoinformatics","volume":"362 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2013-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analysis of accurately estimating infiltration rate of river's flow routing model\",\"authors\":\"H. Tong, Zongzhi Wang, Ruonan Hao, Shixiong Hu\",\"doi\":\"10.1109/Geoinformatics.2013.6626150\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Because of influence of drastic human activities, flow routing methods of river that neglected seepage loss in flood forecasting exhibits a strongly inadaptability based on principle of mass conservation, continuity equations of water body considering seepage loss are derived in five conditions from simple one to difficult one, which joined with dynamic equation composed de Saint-Venant system of equations that considered infiltration term, the flow routing inverse problem of river considering seepage was proposed and an optimization model that equivalent in the inverse problem was presented, which lays a foundation in accurately estimating infiltration capacity of flow routing model of river or river network.\",\"PeriodicalId\":286908,\"journal\":{\"name\":\"2013 21st International Conference on Geoinformatics\",\"volume\":\"362 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2013-06-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2013 21st International Conference on Geoinformatics\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/Geoinformatics.2013.6626150\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2013 21st International Conference on Geoinformatics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/Geoinformatics.2013.6626150","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Analysis of accurately estimating infiltration rate of river's flow routing model
Because of influence of drastic human activities, flow routing methods of river that neglected seepage loss in flood forecasting exhibits a strongly inadaptability based on principle of mass conservation, continuity equations of water body considering seepage loss are derived in five conditions from simple one to difficult one, which joined with dynamic equation composed de Saint-Venant system of equations that considered infiltration term, the flow routing inverse problem of river considering seepage was proposed and an optimization model that equivalent in the inverse problem was presented, which lays a foundation in accurately estimating infiltration capacity of flow routing model of river or river network.