DC 欄位 |
值 |
語言 |
DC.contributor | 土木工程學系 | zh_TW |
DC.creator | 曾志銓 | zh_TW |
DC.creator | Zh-Qan Zeng | en_US |
dc.date.accessioned | 2001-6-13T07:39:07Z | |
dc.date.available | 2001-6-13T07:39:07Z | |
dc.date.issued | 2001 | |
dc.identifier.uri | http://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN= 88322027 | |
dc.contributor.department | 土木工程學系 | zh_TW |
DC.description | 國立中央大學 | zh_TW |
DC.description | National Central University | en_US |
dc.description.abstract | 本研究的目的即將集水區,分別於不同地點設置滯洪池,探討滯洪池設計大小與地點選取最佳化配置方法。並對於滯洪池的設計中增加入滲的考量,期望能增加滯洪池的滯洪效益與減少工程經費的花費。
研究中發現設置滯洪池控制局部集水區逕流量即可達成滯洪效果,且所需滯洪體積將小於滯洪池設置在最下游處。由分散多個滯洪池設置,有助於集水區內大範圍洪峰流量控制。滯洪池設計時,應採取整個集水區洪峰流量管制,以防因為多個局部滯洪池設置,造成下游地區聚集性衝擊。 | zh_TW |
dc.description.abstract | The goal of the research is to employ not only a single collection zone for the water, but to having detention ponds in different places, and to decide on its optimal size and location. In addition, the infiltration ability of the detention ponds is being considered.
This research indicates that to achieve detention effect only needs to construct detention ponds to control regional watersheds, and comparing to the detention ponds located at the downstream, the needed detention capacity will be lower. The separated detention ponds help to control the peakflow of a broad area. When constructing detention ponds, the designing should restrain the peakflow of the whole watershed, in order to prevent the congregated impact of the down stream area caused by the separated detention ponds arrangement. | en_US |
DC.subject | 滯洪池 | zh_TW |
DC.title | 滯洪池系統最佳化之研究 | zh_TW |
dc.language.iso | zh-TW | zh-TW |
DC.type | 博碩士論文 | zh_TW |
DC.type | thesis | en_US |
DC.publisher | National Central University | en_US |