{"title":"高渗透丘陵边坡地下水开发的动态蓄水模型-实验室研究","authors":"D. Khadka","doi":"10.4236/OJCE.2019.93014","DOIUrl":null,"url":null,"abstract":"Study of the groundwater table development and runoff \ngeneration is one of the most important parts of hydrology to develop a clear concept, especially in hill slope. The \nstudy is more complex in the real field rather than in the artificial system. The result in \nartificial systems developed and experimental observations may give good results. So, therefore, this study is aimed at modeling in the laboratory as artificial hill slope flows which include \nsaturation excess surface runoff flows. The physical processes along with \nrunoff generation depend on the factors—soil type, characteristic slope geometry, and \ninitial soil conditions at the commencement of rainfall. The mechanisms involved \nin runoff formation process have been simulated successfully to compute \nhydrograph for hilly terrain and groundwater table development in highly \npermeable soil tested by kinematic storage model theory. The model represents \nthe hill slope as a rectangular storage element of length 2.02 m, depth 0.15 m \nand width 1m With an impermeable bed making an angle of 10 degrees with the horizontal. The storage element is composed of two moisture \nzones: an unsaturated zone and a saturated zone. The result obtained is seemed good adjustment to the theory of hill slope \nmodel given by Nm Shakya, 1995. Aslo, the moisture profile variation in mixed sand profile was found immediately after the rainfall event. \nThe result obtained shows that the timing and distribution of moisture over the \ndepth where the maximum moisture content is 0.4 in mid of the depth which is \nmore than in surface having a moisture level of 0.37.","PeriodicalId":302856,"journal":{"name":"Open Journal of Civil Engineering","volume":"37 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-07-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Kinematic Storage Model (KSM) for Groundwater Development in Highly Permeable Hill Slope-Laboratory Study\",\"authors\":\"D. Khadka\",\"doi\":\"10.4236/OJCE.2019.93014\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Study of the groundwater table development and runoff \\ngeneration is one of the most important parts of hydrology to develop a clear concept, especially in hill slope. The \\nstudy is more complex in the real field rather than in the artificial system. The result in \\nartificial systems developed and experimental observations may give good results. So, therefore, this study is aimed at modeling in the laboratory as artificial hill slope flows which include \\nsaturation excess surface runoff flows. The physical processes along with \\nrunoff generation depend on the factors—soil type, characteristic slope geometry, and \\ninitial soil conditions at the commencement of rainfall. The mechanisms involved \\nin runoff formation process have been simulated successfully to compute \\nhydrograph for hilly terrain and groundwater table development in highly \\npermeable soil tested by kinematic storage model theory. The model represents \\nthe hill slope as a rectangular storage element of length 2.02 m, depth 0.15 m \\nand width 1m With an impermeable bed making an angle of 10 degrees with the horizontal. The storage element is composed of two moisture \\nzones: an unsaturated zone and a saturated zone. The result obtained is seemed good adjustment to the theory of hill slope \\nmodel given by Nm Shakya, 1995. Aslo, the moisture profile variation in mixed sand profile was found immediately after the rainfall event. \\nThe result obtained shows that the timing and distribution of moisture over the \\ndepth where the maximum moisture content is 0.4 in mid of the depth which is \\nmore than in surface having a moisture level of 0.37.\",\"PeriodicalId\":302856,\"journal\":{\"name\":\"Open Journal of Civil Engineering\",\"volume\":\"37 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-07-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Open Journal of Civil Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4236/OJCE.2019.93014\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Open Journal of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4236/OJCE.2019.93014","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Kinematic Storage Model (KSM) for Groundwater Development in Highly Permeable Hill Slope-Laboratory Study
Study of the groundwater table development and runoff
generation is one of the most important parts of hydrology to develop a clear concept, especially in hill slope. The
study is more complex in the real field rather than in the artificial system. The result in
artificial systems developed and experimental observations may give good results. So, therefore, this study is aimed at modeling in the laboratory as artificial hill slope flows which include
saturation excess surface runoff flows. The physical processes along with
runoff generation depend on the factors—soil type, characteristic slope geometry, and
initial soil conditions at the commencement of rainfall. The mechanisms involved
in runoff formation process have been simulated successfully to compute
hydrograph for hilly terrain and groundwater table development in highly
permeable soil tested by kinematic storage model theory. The model represents
the hill slope as a rectangular storage element of length 2.02 m, depth 0.15 m
and width 1m With an impermeable bed making an angle of 10 degrees with the horizontal. The storage element is composed of two moisture
zones: an unsaturated zone and a saturated zone. The result obtained is seemed good adjustment to the theory of hill slope
model given by Nm Shakya, 1995. Aslo, the moisture profile variation in mixed sand profile was found immediately after the rainfall event.
The result obtained shows that the timing and distribution of moisture over the
depth where the maximum moisture content is 0.4 in mid of the depth which is
more than in surface having a moisture level of 0.37.