完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.author | Chen, Yen-Ju | en_US |
dc.contributor.author | Yeh, Hund-Der | en_US |
dc.contributor.author | Yang, Shaw-Yang | en_US |
dc.date.accessioned | 2014-12-08T15:09:43Z | - |
dc.date.available | 2014-12-08T15:09:43Z | - |
dc.date.issued | 2009-04-01 | en_US |
dc.identifier.issn | 0733-9429 | en_US |
dc.identifier.uri | http://dx.doi.org/10.1061/(ASCE)0733-9429(2009)135:4(333) | en_US |
dc.identifier.uri | http://hdl.handle.net/11536/7433 | - |
dc.description.abstract | Neglecting the effect of well radius may lead to a significant error in the predicted drawdown distribution near the pumping well area. New analytical solutions describing aquifer responses to a constant pumping or a constant head maintained at a finite-diameter well in a wedge-shaped aquifer are derived based on the image-well method and applicable to an arbitrarily located well in the system. The solutions are useful for quantifying groundwater exploitation from a wedge-shaped aquifer and for determining the hydrogeological parameters of a wedge-shaped aquifer in inverse problems. | en_US |
dc.language.iso | en_US | en_US |
dc.title | Analytical Solutions for Constant-Flux and Constant-Head Tests at a Finite-Diameter Well in a Wedge-Shaped Aquifer | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1061/(ASCE)0733-9429(2009)135:4(333) | en_US |
dc.identifier.journal | JOURNAL OF HYDRAULIC ENGINEERING-ASCE | en_US |
dc.citation.volume | 135 | en_US |
dc.citation.issue | 4 | en_US |
dc.citation.spage | 333 | en_US |
dc.citation.epage | 337 | en_US |
dc.contributor.department | 環境工程研究所 | zh_TW |
dc.contributor.department | Institute of Environmental Engineering | en_US |
dc.identifier.wosnumber | WOS:000264149300010 | - |
dc.citation.woscount | 5 | - |
顯示於類別: | 期刊論文 |