• 제목/요약/키워드: Bank filtered water

검색결과 7건 처리시간 0.019초

강변여과수 처리를 위한 포기-모래여과공정에서 망간제거 기작에 관한 연구 (The study of manganese removal mechanism in aeration-sand filtration process for treating bank filtered water)

  • 최승철;김세환;양해진;임재림;왕창근;정관수
    • 상하수도학회지
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    • 제24권3호
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    • pp.341-349
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    • 2010
  • It is well known that manganese is hard to oxidize under neutral pH condition in the atmosphere while iron can be easily oxidized to insoluble iron oxide. The purpose of this study is to identify removal mechanism of manganese in the D water treatment plant where is treating bank filtered water in aeration and rapid sand filtration. Average concentration of iron and manganese in bank filtered water were 5.9 mg/L and 3.6 mg/L in 2008, respectively. However, their concentration in rapid sand filtrate were only 0.11 mg/L and 0.03 mg/L, respectively. Most of the sand was coated with black colored manganese oxide except surface layer. According to EDX analysis of sand which was collected in different depth of sand filter, the content of i ron in the upper part sand was relatively higher than that in the lower part. while manganese content increased with a depth. The presence of iron and manganese oxidizing bacteria have been identified in sand of rapid sand filtration. It is supposed that these bacteria contributed some to remove iron and manganese in rapid sand filter. In conclusion, manganese has been simultaneously removed by physicochemical reaction and biological reaction. However, it is considered that the former reaction is dominant than the latter. That is, Mn(II) ion is rapidly adsorbed on ${\gamma}$-FeOOH which is intermediate iron oxidant and then adsorbed Mn(II) ion is oxidized to insoluble manganese oxide. In addition, manganese oxidation is accelerated by autocatalytic reaction of manganese oxide. The iron and manganese oxides deposited on the surface of the sand and then are aged with coating sand surface.

낙동강 유역의 강변여과수 개발 가능성 (Potential for Development of Bank Filtrate in the Nakdong River Basin)

  • 전흥배;김상일
    • 기술사
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    • 제30권4호
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    • pp.99-116
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    • 1997
  • In order to obtain safe drinking water, free from surface contamination, a study to determine the potential for developing a bank-filtrate system in the Iryong and Yongsan, Nakdong River Basin, Korea was conducted. The main type of aquifer In the study area is alluvial, consisting mostly of sand and gravel. The hydraulic conductivity(k) of the Iryong and Yongsan test areas were 8.63${\times}$10$^-2$cm/s and 9.90${\times}$10$^-2$cm/s, respectively, indicating that these areas are satisfactory for bank filtrate production. Pilot plants(IRPL and YSPL) were set up In Iryong and Yongsan to monitor the change in the quality of bank-filtered water and to determine the effect pumping had on the surrounding hydrogeologic system. The pilot plants operated continuously for about two months and the data obtained were used to validate the groundwater flow model. Computer simulations were conducted to predict the effects of producing bank filtrate using MODFLOW. MODPATH was also linked with the flow model to analyze particle tracking. According to the results of the model simulations and the hydrogeologlc study, long-term pumping, the minimization of drawdown and the availability of uncontaminated sell and groundwater conditions for the catchment area were all Important factors for successful bank-titrate system development.

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호흡량에 기준한 강둑여과지 주변 표층토의 무기질소 변환 (Biotransforamtion of inorganic nitrogens in soil of near bank filtration sites using respirometer)

  • 공인철;배진희;최은영;김승현
    • 한국토양환경학회지
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    • 제4권3호
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    • pp.35-43
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    • 1999
  • 강둑여과의 적지로 판단되는 지역의 배후 농경지 표층토에 대한 무기질소 변환 활동도를 호흡량 측정기에서 소비한 산소량에 기준하여 조사하였다. 초기 표층토 pH(약 4.8~5.7)를 변화시키지 않고 수분함량을 약 20%로 조정한 상태에서 무기질소의 변환을 관찰한 결과 대조군과 실험군의 뚜렷한 호흡량 및 무기질소변환은 관찰할 수 없었고 조사한 실험조건에서 수분 25%, pH 8 정도에서 가장 활발한 미생물 활동도가 관찰되었다. 또한 초기 ${NH_4}_2$$SO_4$400 mg $NH_4$-N의 농도에서 98%정도의 질산화가 조사되었으나 탈질화는 거의 발생하지 않았다.

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Determining Optimum Pumping Rates of Groundwater in Ttansum Island Related to Riverbank Filtration

  • Lee, Chung-Mo;Hamm, Se-Yeong;Choo, Yeon-Woo;Kim, Hyoung-Soo;Cheong, Jae-Yeol
    • 한국환경과학회지
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    • 제27권10호
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    • pp.831-844
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    • 2018
  • Riverbank Filtration (RBF) is a kind of indirect artificial recharge method and is useful in obtaining higher-quality source water than surface water when procuring municipal water. This study evaluated optimal riverbank filtered water and the productivity of the radial collector wells on Ttansum Island in the area downstream of the Nakdong River, where Gimhae City is constructing a municipal water plant for the purpose of acquiring high-quality water. The RBF wells are planned to provide water to the citizens of Gimhae City through municipal water works. Groundwater flow modeling was performed with the following four scenarios: (a) 9 radial collector wells, (b) 10 radial collector wells, (c) 10 radial collector wells and two additional vertical wells, and (d) 12 radial collector wells. This study can be useful in determineing the optimum production rate of bank filtrated water not only in this study area but also in other places in Korea.

강둑여과지 주변의 밭에 살포된 무기질소의 거동 연구 (Investigation of the fate of inorganic nitrogens in the near field of bank filtration site)

  • 공인철;배진희;안호준;권오억;김승현;이철희;박영규
    • 한국토양환경학회지
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    • 제3권1호
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    • pp.11-20
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    • 1998
  • 안전한 먹는 물 생산을 위해 강둑여과수를 원수로 취수할 경우 여과수 수질오염의 원인이 되는 무기질소성분의 거동에 대해 연구하였다. 강둑여과지 주변 토양의 특성은 우리나라 평균 농경지 특성과 유사하였으나 표층의 평균 pH는 약 4.3으로 약산성을 나타내었다. 질소 농도는 토양 깊이별, 지역별로 다양한 함량의 $NH_3$-N과 $NO_3$-N가 관찰되었으나 $NO_2$-N은 거의 검출되지 않았다. 또한 토양 깊이에 따라 대체적으로 $NH_3$-N의 농도는 감소하고 $NO_3$-N의 농도는 증가하였다. 토양의 생균수와 질화균수는 각각 6.73~10.7$\times$$10^{6}$과 0.44~5.21$\times$$10^{4}$으로 조사되었고 상관관계는 $R^2$=0.992였다. 회분식으로 조사된 토양의 질산화 능력은 대체로 낮게 나타났으며 질산화균과 질산화능력의 상관관계는 높게 조사되었다. 표층과 심층토에 암모니아성 질소를 첨가한 후 호흡량 측정기로 소모되는 산소량을 측정한 결과 표층이 심층에 비해 짧은 지체기 후 많은 양의 산소소모가 관찰되었다.

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Seasonal Variation of Attenuation Coefficient Spectra Extracted from Yamato Bank Optical Moored Buoy Data

  • Senga, Yasuhiro;Horiuchi, Tomohiro
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 1998년도 Proceedings of International Symposium on Remote Sensing
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    • pp.89-94
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    • 1998
  • Seasonal variation of attenuation coefficient spectra in Japan sea was extracted from underwater radiance/irradiance spectra observed by a moored buoy system developed by National Space Development Agency of Japan (NASDA). The buoy was deployed 9 months from August 31, 1996 to June 1, 1997. Throughout this period, it was collecting downward irradiance and upward radiance spectra under water at the depth of 1.5m and 6.5m everyday. The dairy averaged diffused attenuation coefficient spectra and underwater reflectance spectra were calculated. The results were compared with the absorption spectra of filtered samples obtained by validation cruises, which carried out 5 times during the moored period. Also, the natural fluorescence of chlorophyll a were extracted from the upward radiance spectra observed at 1.5m depth. The seasonal variation of the calculated attenuation coefficient spectra and the natural fluorescence were examined. The result shows a weak blooming of phytoplankton on November and a large blooming on April.

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충적우물에서 필터층 변화에 따른 투수특성, 적정양수량 및 장기적 안정성에 대한 연구 (Study on Permeability, Optimum Yield and Long-term Stability in Alluvial Well with Filter Layer Change)

  • 송재용;이상무;최용수;김기준;정교철
    • 지질공학
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    • 제28권1호
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    • pp.101-115
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    • 2018
  • 본 연구는 자유면대수층 즉, 충적대수층에서 다양한 필터조건에 따른 영향을 평가하기 위하여 수행하였다. 시험을 위해 모래층 및 자갈층으로 구성된 충적대수층에 필터층, 양수정, 관측정을 각각 설치한 모형시험장치를 제작하였다. 제작된 모형시험장치를 이용해 단계 및 장기양수시험을 수행하였으며, 각 시험조별 투수특성을 확인하고 적정양수량을 산정하였다. 모래층에서 수행한 이중필터와 단일필터의 적정양수량을 비교하면, 이중필터인 SD-300은 동일두께의 단일필터인 SS-300에 비해 최종 적정양수량이 216.8% 높게 평가되었다. 이중필터 SD-300과 필터층 두께가 얇은 단일필터 SS-100을 비교하면, 이중필터인 SD-300은 SD-100에 비해 최종 적정양수량이 709.2% 높게 나타났다. 시간경과에 따른 적정양수량의 변화를 분석한 결과, 이중필터와 단일필터의 적정양수량 비는 시간이 경과할수록 증대됨을 확인하였다. 장기적인 취수효율의 변화를 평가하기 위하여 초기 적정양수량이 50% 저감되는 시점을 검토한 결과, 이중필터인 SD-300은 동일두께 단일필터인 SS-300 대비 약 351.1% 높은 값을 보이며, SS-100 대비 약 579.0% 높은 값을 보인다. 이러한 결과를 볼 때, 초기 양수량이 50%로 저하되는 지점을 우물 수명으로 가정하면, 이중필터는 동일두께의 단일필터 대비 약 3.5배, 일반적인 단일필터 대비 약 5.8배의 수명 증대가 예상된다. 이와 같은 결과는 강변여과수나 해변여과수를 활용하기 위한 우물설계에 활용될 수 있을 것이다. 또한, 향후 수행될 현장실증시험 성과와의 상호비교를 통해 이중필터 효과에 대한 보다 명확한 규명이 가능할 것으로 판단된다.