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景觀化人工濕地淨化校園污水效益與公共衛生之研究

The Study of Efficiency of Campus Swage Purification and Sanitation of Scenic Constructed Wetland

摘要


校園污水已列為事業廢水之一,必須達到放流水標準始得排放。環顧國內老舊學校多以傳統化糞池來處理污水,其淨化品質堪虞。這些未經淨化完全之生活污水,逕行排入都市雨水道,沿路極易形成水媒致病菌溫床,危害居民健康。 本研究以綠建築之人工濕地(Constructed wetland, CW)生態工法,作為校園污水之二級處理設施。在人工濕地部分,有機污染物去除效能在生化需氧量(BOD5)為84.2%、化學需氧量(COD)為63.4%、總懸浮固體(TSS)為77.2%、總大腸桿菌群(Total coliform, TC),去除效率為88.1%,淨化後水質符合我國「放流水標準」。在景觀水池部分,除了將BOD5、COD、TSS及TC進一步淨化外,可將出流水質之氫離子濃度(pH)、溶氧(DO)、氨氮(NH4-N)、總氮(TN)及總磷(TP)濃度達到「地面水體分類之丙類水質標準」、「灌溉用水水質標準」及「土壤處理標準」等三項水資源再利用法令標準。最後本研究提出BOD5、氨氮及總大腸桿菌群濃度預測公式,以作為校園設置景觀化人工濕地及水資源回收再利用參考。

關鍵字

綠建築 人工溼地 校園污水

並列摘要


The campus sewage has already been classified as one of the undertaking wastewater, and it can not be discharged unless it meets the standards. Most of the old schools in Taiwan deal with the sewage with the traditional septic tanks, the quality of the treated water is not reliable. The incompletely treated wastewater flows into city rainwater sewer will easily become as a breeding bed for aquatic medium bacteria growth and will threaten the public health. The study utilized the green building ecological engineering of constructed wetlands (CW) as a facility for secondary treatment of campus sanitary sewage. This research focuses on the removal efficiency of CW. The average removal efficiencies of constituents from wastewater are 84.2% for 5-day biochemical oxygen demand (BOD5), 63.4% for chemical oxygen demand (COD), 77.2% for total suspended solids (TSS), and 88.1% for the total coliform (TC). The quality of the discharged water from CW meets the requirements of ”The Discharge Standard”. The quality of the effluent water from scenic pond meets the requirements of ”The Third Underground Water Standard”, ”The Standard of Irrigated Water”, and ”The Soil Treatment Standard”. The research established density prediction equation for BOD5, NH4-N, and total coliform, these can be provided as a reference for setting up scenic constructed wetland as well as for recycling water resources.

參考文獻


陳國誠(1991)。廢水生物處理學。國立編譯館主編。238。
環保署(2003)。放流水標準。行政院環境保護署(九二)環署水字第0084786號
環保署(1998)。地面水體分類及水質標準(陸域部分)。行政院環境保護署(八七)環署水字第0039159號
農委會(2003)。灌溉用水水質標準。行政院農委會(九二)農林字第0031524號
陳欽昭()。

被引用紀錄


張志光(2013)。大漢溪人工溼地污染物削減功能評估〔碩士論文,淡江大學〕。華藝線上圖書館。https://doi.org/10.6846/TKU.2013.01281
宋承翰(2010)。水資源規劃設計與應用以臺北市立動物園熱帶雨林館為例〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2010.00521
謝政宏(2014)。濁度與葉綠素含量於人工生態池之時空分布研究〔碩士論文,國立屏東科技大學〕。華藝線上圖書館。https://doi.org/10.6346/NPUST.2014.00255
戴鸞慶(2008)。人工濕地淨化水質效率與補注農田灌溉之研究-以麟洛濕地公園為例〔碩士論文,國立屏東科技大學〕。華藝線上圖書館。https://doi.org/10.6346/NPUST.2008.00286
林郁靜(2008)。以實驗方法探討人工濕地之水質淨化效益〔碩士論文,國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0207200917355812

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