臺灣博碩士論文加值系統

在自然環境中，溼地是一動、植物種類相當豐富的生態環境，當物質進入溼地中，常可由
其中生物將其利用或沉積，因而可應用於去除水中的污染物。本研究主要利用全國第一個
已經建立完成之實場人工溼地系統，直接處理社區污水。研究目標為建立以二級處理方式
，操作生態淨水系統的最佳操控參數。探討污染物質在溼地中的宿命，藉由分析污染物質
的流向分佈，得知污染物的濃度範圍。完成之後，便能以此生態工法直接處理社區污水，
進而降低對自然水體的污染量，達到河川與水庫淨化的最終目的。而其研究成果，更可提
供將來在生態上，研究溼地演化與觀察溼地污染之指標，作為日後因應去除環境污染物所
設置的人工溼地，乃至於自然溼地保育工作之參考，以達到水資源保育與永續利用之目的
。
在累積了一年以上的實場操作經驗與各項水質監測的分析數據之後，各污染物在溼地中的
淨化效能：BOD5進流水平均濃度為56.5±20.0 mg/L（n=51），放流水平均濃度為12.0±4.
6 mg/L，去除率為78.7%。COD進流水平均濃度為115.1±36.0 mg/L（n=59），放流水平均
濃度為52.5±14.2 mg/L，去除率為54.4%。SS進流水平均濃度為65.6±35.9 mg/L（n=57）
，放流水平均濃度為13.7±5.6 mg/L，去除率為79.1%。NH3-N進流水平均濃度為19.1±9.
7 mg/L（n=54），放流水平均濃度為12.5±7.6 mg/L，去除率為34.8%。TP進流水平均濃度
為3.55±1.38 mg/L（n=14），放流水平均濃度為2.74±1.71 mg/L，去除率為22.93%。大
腸桿菌群平均進流濃度為12.4×105±11.7×105 CFU/100ml（n=57），平均放流濃度為1.6
×105±1.5×105 CFU/100ml，去除率達到87.3%。

In a natural environment, wetlands have a wide variety of animal and
vegetation species. When pollutants enter a wetland, they may be utilized by
the biological species inside the wetland or settled in the sediments so that
the wetland systems are often applied in removing pollutants from water.
The main goal of this study is using a built full-size constructed wetland (
CW) system to a municipal wastewater from a community.
The major purpose of this study is developing the optimal and control
parameters and models for using ecological treatment systems to treat
municipal wastewater. The study is proposed to investigate the fate of
polluting materials in wetland systems. The whole process is analyzing the
distributions of pollutants in the system to study the endurance to pollutants
of various macrophytes by observing the speed of plant growth and the ranges
of pollutant concentrations.
After the accomplishment of this study, such systems then can be used to treat
wastewater from communities, which do not have sewage or treatment systems.
The ultimate goal is to clear up the polluted rivers and eutrophic reservoirs
by reducing discharge of pollutants to those water bodies.
The results obtained from this study should be able to offer information for
understanding the revolution of wetland ecosystem and the degree of effect on
wetland system due to pollution. Furthermore, the results may also used as
references for those constructions of CW in treating environmental pollutants
and the protection of natural wetland systems so as to achieve the ultimate
goal of the protection and persistent utilization of water resource.
Show removal efficiency of pollutants in CW. BOD5 of influent is 56.5±20.0 mg/
L (n=51) on average, and effluent is 12.0±4.6 mg/L on average. Average
removal ratio is 78.7%. COD of influent is 115.1±36.0 mg/L (n=59) on average,
and effluent is 52.5±14.2 mg/L on average. Average removal ratio is 54.4%. SS
of influent is 65.6±35.9 mg/L (n=57) on average, and effluent is 13.7±5.6 mg/
L on average. Average removal ratio is 79.1%. NH3-N of influent is 19.1±9.7
mg/L (n=54) on average, and effluent is 12.5±7.6 mg/L on average. Average
removal ratio is 34.8%. TP of influent is 3.55±1.38 mg/L (n=14) on average,
and effluent is 2.74±1.71 mg/L on average. Average removal ratio is 22.93%.
Total Coliforms and E-coli of influent is 12.4×105±11.7×105 CFU/100ml (n=
57) on average, and effluent is 1.6×105±1.5×105 CFU/100ml on average.
Average removal ratio is 87.3%.

摘要……………………………………………………………………………Ι
目錄……………………………………………………………………………Ⅳ
表目錄…………………………………………………………………………Ⅵ
圖目錄…………………………………………………………………………Ⅶ
第一章 前言…………………………………………………………………….1
第二章 文獻回顧……………………………………………………………….3
2-1生態工法(Ecological engineering) ……………………………………...3
2-2人工溼地(Constructed wetlands) ………………………………………5
第三章 設備及方法………………………………………….………...….…..22
3-1人工溼地系統…………………………………………….……………..22
3-2水力負荷………………………………………………….….……...…..23
3-3溼地植物………………………………………………….…...………...24
3-4一次反應動力學模式（估算模式）……………………………..……...26
3-5水質分析…………………………………………………...…….……...28
第四章 結果與討論…………………………………………….………...…...30
4-1現場監測（水溫、酸鹼值、導電度、溶氧、氧化還原電位）….….……..30
4-2淨化水質效能………………………………...……………….………...37 4-3植物密度
………………………………………………………………...62
4-4懸浮固體物、化學需氧量與氨氮隨水力負荷增加所產生的濃度變化.64
4-5一次反應動力學模式（估算結果）…………………………….……...67
第五章 結論與展望…………………………...……………….……….……..74
5-1各污染物在溼地中的淨化效能………………………….……………..74
5-2建設成本與處理水操作成本…………….…………...………….……..75
5-3未來規劃與展望………………………..….…………………….…...…76
參考文獻……………………………………………………………………….77
誌謝…………………………………………………………………………….85
附錄：實場照片………………………………………………………………...87

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