中都濕地於2011年落成，建設目的為淨化愛河水質，但是因為系統設計問題，導致水體循環不佳，造成優養化現象發生。此外，供應人工濕地的愛河水體時常發生赤潮現象，為了瞭解中都濕地及愛河水體情況，本研究於2013年3月至2014年4月，為期一年的水樣採集與分析，以便提供後續探優養化問題討及濕地水利工程改善及建議。
利用水質參數顯示中都濕地除污效能不好，以及利用水質指標評估水體具嚴重污染的結果；使用卡爾森單一指數及群落指數評估愛河及濕地優養化情況，評估結果水體呈現優養化現象；應用浮游藻類數量百分比探討族群比例，水體優勢物種為Pseudobattonella sp.、Cyclotella sp.及Euglena sp.。
研究發現影響浮游藻類的因子分別為鹽度、生化需氧量及浮游動物，同時也利用相似度分析法得知浮游動物的分佈，在愛河及濕地是不同的群落。
研究結果顯示中都濕地除汙效能不佳，而且愛河與中都濕地的水體也確實存在優養化的問題。此外，中都濕地因水利工程設計上的不良，將會導致濕地水體的水文循環不佳，因而無法發揮淨化水質的效果。因此後續在濕地水利工程上的改善建議，將利用單向閘門來控制水流，以迫使濕地內水體進行單向循環，而增加其流動率，以減少營養鹽累積作用，減緩優養的情況發生。

Jhongdou artificial wetland was completed in 2011. The original purpose to build this wetland was to depurate Lover River. Due to Jhongdou wetland park was poorly designed on hydraulic engineering which made the water body unable to be circlated completely and thus caused eutrophication occurring in the wetland. In addition that Love River always suffered by red tide outbreak. In order to understand Jhongdou artificial wetland and Love River water body situation, a one-year sampling period was conducted from March 2013 to April 2014, to investigate the eutrophication and to suggest some technical improving methods.
Apply water quality parameters and water quality index can be found that Jhongdou artificial wetland was poor decontamination efficiency and River body was heavily polluted. Study Carlson single index and biodiversity index to assess Love River and wetland water body eutrophication. The assessing results showed that the water body was presented eutrophicaton. In additions, we also used the percentage to investigate species composition in both water bodies. It was found that the dominant species was Pseudobattonella sp., Cyclotella sp. and Euglena sp.
In the study, salinity, BOD5 and zooplankton were influence phytoplankton growth up. Meanwhile, we used the method of similarity analysis phytoplankton groups was different in Lover River and wetland.
The results showed that Jhongdou artificial wetland there was decontamination of poor performance, which made both Love River and Jhongdou wetland indeed had the problem of eutrophicatio. Beside, due to a poor hydraulic engineering design Jhongdou wetland, the circulation of wetland water was poor, resulting in less function in water purification in the wetland. we suggested to use one-way gates to control the water flow into the wetland from Love River, which could force the wetland water to conduct one-way loop, and enhance the water turnover rate, nutrients accumulation was reduced and the eutrophication problems was solved.

摘要.........................................................................................................................i
Abstract...................................................................................................................ii
目錄........................................................................................................................iii
表目錄.....................................................................................................................vi
圖目錄...................................................................................................................viii
第一章 前言.............................................................................................................1
1.1研究緣起.............................................................................................................1
1.2研究目的.............................................................................................................2
第二章 文獻回顧.......................................................................................................5
2.1 人工濕地............................................................................................................5
2.1.1 人工濕地之種類................................................................................................5
2.1.2 人工濕地處理機制...........................................................................................11
2.1.2.1 氮的去除機制..............................................................................................11
2.1.2.2 磷的去除機制..............................................................................................13
2.1.3 人工濕地規劃設計...........................................................................................14
2.1.4 水利工程設計問題造成優養化案例....................................................................16
2.2 水體污染及優養化.............................................................................................17
2.2.1 水體污染及判斷..............................................................................................17
2.2.2 優養化成因....................................................................................................18
2.2.3 優養化影響....................................................................................................19
2.2.4 赤潮發生情況.................................................................................................21
2.3 浮游藻類與優養化.............................................................................................24
2.3.1 限制因子........................................................................................................24
2.3.1.1 營養限制因子..............................................................................................25
2.3.1.2 環境限制因子..............................................................................................25
2.3.2 浮游動物與浮游藻類之關係..............................................................................26
2.4 優養化評估.......................................................................................................27
2.4.1 應用卡爾森指標評估.......................................................................................27
2.4.2 應用生物群落評估...........................................................................................28
2.5 優養化改善方法.................................................................................................30
第三章 實驗設備與方法...........................................................................................32
3.1 研究流程..........................................................................................................32
3.2 研究方法..........................................................................................................34
3.2.1 水質分析與指標..............................................................................................35
3.2.2 卡爾森指數運用及計算....................................................................................40
3.2.3 浮游生物採集與鑑定.......................................................................................41
3.2.4 族群指數運用及計算.......................................................................................43
第四章 結果與討論..................................................................................................46
4.1 愛河與中都濕地環境分析與水體情況...................................................................46
4.1.1 氣溫..............................................................................................................46
4.1.2 降雨量...........................................................................................................47
4.1.3 水質酸鹼值(pH)..............................................................................................48
4.1.4 鹽度..............................................................................................................49
4.1.5 溶氧值...........................................................................................................50
4.1.6浮游藻類分佈情況............................................................................................50
4.1.7 浮游動物分佈情況...........................................................................................54
4.1.8 愛河與中都濕地環境分析與水體情況小結..........................................................56
4.2 中都濕地去除愛河水體污染效率及水體污染評估...................................................57
4.2.1 利用水質參數探討中都濕地除污效率.................................................................58
4.2.2 利用水質參數探討愛河及中都濕地水體情況.......................................................61
4.2.3 利用河川指數RPI與水質指數WQI探討水體污染程度...........................................62
4.2.4 中都濕地去除愛河水體污染效率及水體污染評估小結..........................................64
4.3 愛河與濕地優養化評估.......................................................................................64
4.3.1利用卡爾森單一指數評估愛河及濕地優養化情況.................................................65
4.3.2 利用Shannon-wiener index評估愛河及濕地優養化情況.......................................66
4.3.3 利用Quality index評估愛河及濕地優養化情況....................................................67
4.3.4 利用族群數量百分比探討愛河及濕地優勢物種....................................................69
4.3.5 影響浮游藻類生長因子....................................................................................70
4.3.5.1 環境因子對浮游藻類的影響...........................................................................71
4.3.5.2 營養因子對浮游藻類的影響...........................................................................71
4.3.5.3 浮游動物對浮游藻類的關係...........................................................................72
4.3.5.4 懸浮固體物、初級生產力及葉綠素與浮游藻類之關係.......................................73
4.3.6 愛河與濕地優養化評估小結..............................................................................74
4.4 利用Similarity分析群聚分佈評估中都濕地設計是否錯誤.........................................75
4.4.1 利用Similarity分析群聚分佈評估中都濕地設計是否錯誤小結................................77
4.5 探討愛河與中都濕地水體發生赤潮情況................................................................78
4.5.1 水體發生赤潮時水質參數與指數分析.................................................................79
4.5.2 水體發生赤潮時利用卡爾森單一指數評估愛河及濕地優養化情況..........................81
4.5.3 水體發生赤潮時利用群落指數分析評估愛河及濕地優養化情況.............................81
4.5.4 水體發生赤潮時利用族群數量百分比探討愛河及濕地優勢物種.............................83
4.5.5 愛河與中都濕地發生赤潮情況小結....................................................................85
4.6 中都濕地工程改善方法.......................................................................................86
第五章 結論與建議..................................................................................................88
第六章 參考文獻.....................................................................................................90

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