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武洛溪排水(高屏溪流域)污染整治施政計畫

中文摘要 武洛溪年平均流量約9.7cms,BOD5濃度16.5mg/L,流達污染量高達13800 kg/d;枯水期之BOD5更高達17mg/L至80mg/L之間,是高屏溪最主要之污染源。環保署為了降低武洛溪之污染改善高屏溪之水質,利用河川高灘地以接觸曝氣氧化塘之自然淨化強化法淨化武洛溪溪水。溪水經過初步沉澱池後,再以接觸曝氣氧化塘處理。初沉池表面積130.5m2,體積312 m3 ,氧化塘有效水深2m,體積1600 m3,塘內裝生物繩為介質,填充率為2.8%。實驗以31.9、62.4、15.8及12.2小時之四種水力停留時間(QH),對應之介質表面負荷(LS)分別為3g/m2/d、0.9g/m2/d、8.2 g/m2/d與5.8 g/m2/d。實驗結果以水力停留時間以不大於16小時最適宜,此時SS、COD及BOD5之總去除率分別約為63%、57%及70%,又接觸曝氣氧化塘法功能設計以水力-表面積模式最適宜,即 BOD模式=> COD模式=> 式中LR= g/m3/d、Ls= g/m2/d、QH=day。該模式可做為接觸曝氣氧化塘之體積、介質表面積等設計之用,但表面積負荷限定在10 g/m2/d以內。
中文關鍵字 曝氣氧化塘、自然淨化、水力停留時間

基本資訊

專案計畫編號 EPA-91-G103-02-228 經費年度 091 計畫經費 3365 千元
專案開始日期 2002/09/04 專案結束日期 2003/02/20 專案主持人 溫清光
主辦單位 水保處 承辦人 執行單位 財團法人成大研究發展基金會

成果下載

類型 檔名 檔案大小 說明
期末報告 0000073102.zip 30MB [期末報告]公開完整版

Implementation of Pollution Control Policies in Wu-Low Drainage , Kao-Ping River Basin

英文摘要 Wu-Low Chi produces 9.7 m3/sec of average annual flow and 13800 kg/d of BOD5 load, is the most important pollution source of Kao-Ping Chi. Water quality of the Creek is so bad that average annual BOD5 concentration is 16.5 mg/L, and in the range of 17mg/L to 80mg/L in the dry season。In order to decreasing the pollution loads of Kao-Ping Chi, Environmental Protection Agency signed this project to purify the Water using an enforced nature purification process, saying contact aerated lagoon. The creek water was pumped into settling basin first, and then treated by a aerated lagoon which has 1600m3 of volume and packed with a lot of ropes as media. Four runs of experiment according to 31.6 hours , 62.4 hours , 15.8hours and 12.2hours of hydraulic detention time (HRT) or their respective 3 g/m2/d , 0.9g/m2/d , 8.2g/m2/d and 5.8g/m2/d of media BOD5 loads had been finished , and results are shown on the following: Hydraulic detention time should be not greater than 16hrs and the total removal efficiency of SS, COD and BOD are 63% , 57% and 70%,respectively ;Hydraulic-surface area load model is employed and got BOD Model => COD Model => Where LR is removed mass per unit volume of lagoon , g/m3/d;LS is organic load per init surface area of media , g/m3/d ;and QH is HRT of lagoon ,day .
英文關鍵字