Seepage Around Horizontal Drains in Hill SlopesSource: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 010Author:Edmund C. C. Choi
DOI: 10.1061/(ASCE)0733-9429(1983)109:10(1363)Publisher: American Society of Civil Engineers
Abstract: An empirical equation is derived for horizontal drains. The equation is based on results of finite element analysis and verified by a set of laboratory experiments. The empirical equation provides a simple and quick way to calculate the downstream water depth as a function of the drain spacing and slope of the impermeable bed. The equation is useful for planning or design, purposes, or both, when horizontal drains are used for lowering the groundwater table in slopes.
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| contributor author | Edmund C. C. Choi | |
| date accessioned | 2017-05-08T20:38:18Z | |
| date available | 2017-05-08T20:38:18Z | |
| date copyright | October 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9429%281983%29109%3A10%281363%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21985 | |
| description abstract | An empirical equation is derived for horizontal drains. The equation is based on results of finite element analysis and verified by a set of laboratory experiments. The empirical equation provides a simple and quick way to calculate the downstream water depth as a function of the drain spacing and slope of the impermeable bed. The equation is useful for planning or design, purposes, or both, when horizontal drains are used for lowering the groundwater table in slopes. | |
| publisher | American Society of Civil Engineers | |
| title | Seepage Around Horizontal Drains in Hill Slopes | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1983)109:10(1363) | |
| tree | Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 010 | |
| contenttype | Fulltext |