環境資源報告成果查詢系統

嘉義市牛稠溪(牛稠溪橋以上)、八掌溪(軍輝橋以上)水質整體規劃及細部設計計畫

中文摘要 本局執行「嘉義市牛稠溪(牛稠溪橋以上)、八掌溪(軍輝橋以上)水質整體規劃及細部設計計畫」,執行期程至94年12月31日止,計畫工作內容執行情況摘要如下: 一、流域背景調查分析 綜合環保署和本局的監測站對牛稠溪(朴子溪水系)流經本市河段部分之水質分析後,可發現主流部分,自盧山橋上游就有來自嘉義縣部分畜牧業的污水排入,除了華興橋站以外(丁類水體),三個主流段監測站水質標準合格率均為0。而到了牛稠溪橋後河段的水質因有來自嘉義縣民雄大排(工業廢水及生活污水)、本市三大排水、集合住宅的生活污水與後湖工業區工業廢水等大量污染物排入,使牛稠溪主流河段(流經本市部分)污染嚴重,因此牛稠溪(朴子溪水系)河段整治實在是刻不容緩。 八掌溪在本市境內的軍輝橋和忠義橋RPI值分別為2.75和3.75,較93年平均RPI值(均為6)降低了許多(一部份可能與94年度雨量特別豐富有關),未來若本區段的水質改善工程完成後,可望能再降低污染程度。但是需留意的是忠義橋BOD濃度偏高,主要為2、3兩月份的監測數值較高,探究其原因可能受到橋下排入的污水,再加上枯水期流量較少所致,因此到了4月份以後,雨量變大後濃度立即下降所多。整體而言計畫區內污染不算嚴重,因此應盡早規劃保護,以免水質污染惡化。 二、流域污染源調查與分析 關於髒亂點調查部分,八掌溪流域共查獲4處,牛稠溪流域共查獲4處,均已清除。污染源調查部分,八掌溪部分,總計有8個主要排入之排水道,其中流量最大的為忠義橋正下方的管線所排出的污水,流量高達5,000 CMD,為本區段最大污染源。牛稠溪部分,總計約有21個主要排入牛稠溪的排水道,其中流量最大的為民雄排水系統的管線所排出的污水,流量8,000 CMD左右。 另已針對八掌溪2處排水與牛稠溪5處排水,於假日與非假日各一日進行連續24小時採混合水樣(頻率每2小時採樣1次)、流量測定(頻率每2小時採樣1次)之監測調查及檢驗,其中BOD平均濃度以忠義橋正下方排水污染值最高(BOD值高達140 mg/L),而總鉻和六價鉻平均濃度以後湖區排水污染值較高。 三、污染量推估與水質模式建立 經推估牛稠溪(流經本市部分)各集污區污染源BOD、NH3-N與TN之排放量後,其中生化需氧量約為11,568.8 Kg/Day,以家庭污水所佔比重較大(約佔91.1%);而氨氮排放量為1,941.4 Kg/Day,亦以家庭污水所佔比重較大(約佔82.2%);而總氮排放量為3,184.3 Kg/Day,亦以家庭污水所佔比重較大(約佔83.6%)。 經推估八掌溪(流經本市部分)各集污區污染源BOD、NH3-N與TN之排放量後,其中生化需氧量約為2,532.0 Kg/Day,以家庭污水所佔比重較大(約佔94.3%);而氨氮排放量為407.9 Kg/Day,亦以家庭污水所佔比重較大(約佔88.7%);而總氮排放量為694.9 Kg/Day,亦以家庭污水所佔比重較大(約佔86.8/%)。 另外已將調查牛稠溪與八掌流域之水文、流量資料彙整及歷年水質資料進行參數率定,並建立兩流域之水質模式,模擬BOD、氨氮、DO水質變化情形,模擬情形良好。 四、水質淨化工程規劃設計執行 為改善八掌溪軍輝橋河段之水質,目標為使其由中度污染改善為輕度污染,已調查八掌溪上游河段忠義橋下有一處污染源,水量約佔5,000 CMD,水質嚴重污染,對忠義橋和軍輝橋等2測站影響相當大,除已調查出排入此處排水道之事業以三益紙業股份有限公司廢水為最大宗(許可最大排放總量為675CMD),進而從源頭管制,另外目前已針對八掌溪軍輝橋至忠義橋河段規劃水質淨化系統。 由於嘉義縣環保局也有意在忠義橋下進行水質改善工程,為此環保署將兩個方案以管線連結方式串連成一個大系統,嘉義縣環保局上游段因源水水質污染相當嚴重故其工法採用礫間處理系統,將以泵浦抽忠義橋下污水約5,000 CMD,然後將處理過的水源在以管線接到下游處本局的規劃場址,因水質已經過礫間處理系統處理改善許多,所以本局直接以人工溼地方式處理。 本場址的人工溼地自然淨化系統處理流程為:忠義橋下排水路的污水經嘉義縣環保局礫間處理系統淨化後,利用管路將水導入自然淨化系統中。依序流經:草澤溼地→埤塘溼地→植生浸潤床→輸管線→景觀生態池→放流流量計。淨化後的水資源進入中水再利用系統後,可供應親水公園全區的澆灌用水,多餘水量則排放回八掌溪河道中。
中文關鍵字 流域管理,涵容能力,畜牧廢水,懸浮固體物,生化需氧量, 氨氮

基本資訊

專案計畫編號 EPA-9301249 經費年度 093 計畫經費 3700 千元
專案開始日期 2006/01/27 專案結束日期 2006/02/21 專案主持人 廖君庸
主辦單位 嘉義市政府環境保護局 承辦人 執行單位 嘉義市環保局、環保署

成果下載

類型 檔名 檔案大小 說明
期末報告 94年嘉義市水質整體規劃及細部設計計畫.pdf 4MB [期末報告]

The water quality detail designing project for Nyo-tzo river and Ba-Zan river in Cha-yi city

英文摘要 The project “The water quality detail designing project for Nyo-tzo river and Ba-Zan river in Cha-yi city” finished at Dec. 31st, 2005. This project is divided into four parts, which are described as followed, A. The investigation and analysis of river background information According to the Nyo-tzo river (Pu-Zi river water basin) water quality analysis done by Taiwan EPA and our bureau, we found that at the main river branch, wastewater was discharged near Lu-San bridge inspection station by some stock breeding farmers. Besides Hua-sing bridge station, all the water quality qualified rates for the other three stations turned out to be zero. As for the water quality of the end session of Nyo-tzo river bridge, due to the enormous amount of wastewater discharged from Ming-shun sewage system (industrial wastewater and household wastewater), three major sewage systems in Cha-yi city, residential household wastewater and the industrial wastewater from Ho-Hu industrial park, the main Nyo-tzo river branch flows through Cha-yi city is seriously polluted. The RPI values for Ba-Zan river water quality near Guen-hue bridge and Jung-Yi bridge are 2.75 and 3.75 respectively; these values are much lower than the average RPI value of the year 2004. In the future, if the water quality improvement project is completed, the pollution level can be further reduced. However, the BOD level near Jung-Yi bridge is elevated; this is due to the more frequent inspections at the months of February and March. It can also be attributed to the wastewater discharged near the bridge, and also the lower water level due to the dry season. After April, the pollutant concentrations lowered due to the higher amount of rain. As a whole, the water pollution is not very serious, therefore, more precaution should be taken to prevent the worsen of water quality. B. Pollution sources investigation and analysis For the investigation of pollution sources, 4 spots were found by Ba-Zan river basin, another 4 spots by Nyo-tzo river basin; they all have been cleaned up. There are 8 water discharging channels by Ba-Zan river basin; among them, the one near Jung-Yi bridge has highest water flow (up to 5,000 CMD), by far the biggest pollution source in this area. As for Nyo-tzo river basin, there are 21 main water discharging channels; Ming-shun sewage system has the highest water flow (around 8,000CMD). During the holidays and non-holidays, continuous 24-hr water sampling (mixed samples, samples being taken every two hours) has been performed at 2 water discharging channels near Ba-Zan river basin and 5 spots near Nyo-tzo river basin. Water flow measurements were also done (measurements were taken every two hours). The results showed that the average BOD concentrations is the highest near Jung-Yi bridge (BOD value is as high as 140 mg/L); average concentrations of total –Chromiun and Cr6+ have the highest values at Ho-Hu water channel. C. Estimation of the amount of pollution and water quality models The amount of BOD, NH3-N and TN being produced is estimated to be 11,568.8 kg/day for BOD (household wastewater takes up higher percentage, around 94.3%), 407.9 kg/day for NH3-N (household wastewater also takes up higher percentage, around 88.7%), and 694.9 kg/day for TN (household wastewater takes up around 86.8%). In addition, the water quality data, water flow data and annual water quality data of both Nyo-tzo river basin and Ba-Zan river basin have been compiled to establish a suitable water models. How values of BOD, NH3-N and DO fluctuate within the river basins can be estimate precisely by using the models. D. Designing and enforcement of water clarification project This project mains to improve the water quality near Guen-hue bridge (Ba-Zan river basin) and to reduce the pollution from seriously polluted to moderately-polluted. An investigation has been done regarding one major pollution source near Jung-Yi bridge (upper Ba-Zan river basin) that has water flow of 5,000 CMD and the water is seriously polluted. This has great effect on the test stations near Jung-Yi bridge and Guen-hue bridge. San-Yi pulp-and-paper factory has been found to produce the highest amount of wastewater (water flow up to 675 CMD). Water clarification system has been planned to clean up the water body in between Guen-hue bridge (Ba-Zan river basin) and Jung-Yi bridge. Cha-Yi county EPA also has the intention to start a water clarification project near Jung-Yi bridge. Therefore, the Taiwan EPA utilized one big water pipe for connecting tow locations into one big system. The upper river in charged by Cha-Yi county EPA has serious water pollution problem, therefore, a stone-treatment system is utilized. 5,000CMD of wastewater is pumped to be treated. The treated clean water is then shipped to a designated location near the lower river. Since the water quality is improved after being treated, it is finally polished by using an artificial wetland. The water treatment process for our wetland system follows the steps, 1. the wastewater discharged thorough Jung-Yi bridge water channel is treated by the stone-treatment system of Cha-Yi county EPA. 2. The water goes through a pipe into the final natural clarification system. 3. The total processes: bush wetland, swamp wetland, immersion bed, pipe, ecosystem lake, and finally, water meter. The treated water is recycled for the irrigation of the whole park, and the extra water goes back to Ba-Zan river basin.
英文關鍵字 river management ,carrying capacity, livestock wastewater, SS,BOD,NH3-N