環境資源報告成果查詢系統

98年度新虎尾溪現地處理規劃細部設計及支流排水調查計畫

中文摘要 雲林縣政府環境保護局為持續積極推動河川污染整治,擬將「98年度新虎尾溪現地處理規劃細部設計及支流排水調查計畫」評選出1處適當場址,以現地處理方式來改善水質,期望能符合永續發展之願景,使得新虎尾溪未來可達到不缺氧、不發臭及堤岸活化的里程碑,並透過本計畫的實施,以提供居民一休閒、遊憩、教育和自然體驗的最佳去處。本計畫地點新虎尾溪位於濁水溪與舊虎尾溪之間,屬於雲林縣管河川。主要污染源為畜牧廢水、工業廢水、沿岸廢棄物及生活污水。 依照契約內容執行各項工作,包括:(一)調查及蒐集國內、外河川污染現地處理污染削減管理之文獻及案例。(二)調查現勘評估新虎尾溪流域適合設置自然淨化系統之場址至少2處,並進行可行方案之研選及效益評估。(三)完成新虎尾溪流域自然淨化系統規劃、設計及監造工作。(四)辦理專家學者或相關單位技術諮詢會至少一次。(五)編製工程完工後之操作、維護手冊。(六)完成初步規劃應辦理說明宣導會至少乙場次,向民眾說明本規劃理念,並聽取民眾之願景,以為規劃之參考。(七)完成新虎尾溪流域現地處理選定規劃1處場址調查分析。(八)製作河川污染整治宣導單張1000份。(九)結合鄉土化特色,並配合漫畫式、圖示或實景拍攝,以淺顯易懂方式編訂適合學校師生或社區民眾之宣導手冊及掛圖。 設置地點之研選,經各項綜合評估分析後,決定採用之2處優選規劃場址,分別是新虎尾溪中正橋下游300公尺南岸人工濕地(文教用地),面積約2.0公頃,以及支流新庄子大排台19線附近南岸約220公尺處之台糖馬光農場,第一期土地面積約4公頃。 新庄子大排場址(台糖馬光農場)新庄子大排水量(枯水期)約有12,441CMD,每年可削減BOD及SS量約為3,211kg/年與8,302kg/年。 新虎尾溪中正橋下游人工濕地場址,新虎尾溪基流量(枯水期)約38,016~270,240CMD,【短程】每年可削減BOD及量約為1,082kg/年與60,378kg/年;【中長程】每年可削減BOD與SS量約為6,684kg/年與11,366kg/年。
中文關鍵字 新虎尾溪

基本資訊

專案計畫編號 經費年度 098 計畫經費 2400 千元
專案開始日期 2009/10/16 專案結束日期 2010/10/15 專案主持人 張兆熊
主辦單位 雲林縣環境保護局 承辦人 張維華 執行單位 德眾工程顧問股問有限公司

成果下載

類型 檔名 檔案大小 說明
期末報告 新虎尾溪現地處理-期末報告-ALL-(定稿本).pdf 6MB

Planning and Detail Design for In-Situ Control and its Tributary Drainage Survey of Hsin Hu Wei Chi in 2009

英文摘要 For the sake of its continuous active promotion of river pollution control, a suitable optimal site of 「Planning and Detail Design for In-Situ Control and its Tributary Drainage Survey of Hsin Hu Wei Chi (HHWC) in 2009」 (abbreviated as this project) is to be chosen by Environmental Protection Bureau (EPB), Yun Lin County Government (YLCG), for water quality improvement via in-situ control. It’s expected to meet the prospect of everlasting development that the new milestone of no anaerobe & odor and activation for embankment & slope protection in HHWC is available in the future; the residents’ best site of leisure, sightseeing, education and natural experience is also provided by means of the completion of this project. This project scope is located in HHWC, between Cho Shui Chi (CSC) and Old Hu Wei Chi (OHWC) and belonging to the regional river under YLCG control; main pollution sources include pasturage, industry, sanitary sewage and littoral waste. According to the contract contents, items of execution work include: 1. References and cases survey and collection of pollution site control, reduction and management of domestic and foreign rivers. 2. Survey and assessment at least 2 sites suitable for installation of natural purification system in HHWC basin; also study & selection of feasible cases and benefit assessment. 3. Completion of planning, design and supervising construction for natural purification system in HHWC basin. 4. Technical advising meeting of expert scholar or relevant units at least once. 5. Adaptation of manual for operation and maintenance after engineering completion. 6. Completion of necessary guidance meeting at least once in the preliminarily planning, explaining this planning idea to the audience and also listening to their prospects used for planning reference. 7. Completion of survey and analysis for selection and planning of 1 site of the in-situ control in the HHWC basin. 8. Production of 1,000 guidance lists for river pollution control. 9. Suitable guidance manual and wall chart of school student and teacher or community resident via understandable edition and amendment, in connection with native features and also in match with cartoon, illustration or in-situ phototaking. The option of installation site after comprehensive assessment in every relevant factor, 2 decided sites for optimal planning are wetland with 2.0 hectares area or so (culture & education land use) away from 300 meters in the south bank of downstream of Chung Cheng Bridge (CCB) of HHWC and Ma Kuang Farm (MKF) with approximate 4.0 hectares land area in the 1st phase away from 220 meters or so in the south bank of Hsin Chuang Zi Main Drainage (HCZMD) , around the 19th Taiwan Provincial Highway, separately. At the site of HCZMD, MKF, its drainage is about 12,441 CMD (during dry period), approximate 3,211 and 8,302 kg/yr BOD and SS, individually are annually decreasable. At the wetland site in the CCB downstream of HHWC, its base flow discharge is about 38,016~270,240 CMD (during dry period), 1,082 & 60,378 and 6,684 and 11,366 kg/yr or so BOD and SS are yearly reducible in short term and midterm & long term , respectively.
英文關鍵字