• Title/Summary/Keyword: Non-Point Source Reduction

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Analysis of Efficient Pollution Reduction Facility using Pollutant Distribution Analysis (오염원 분포를 고려한 효율적 오염저감시설 적지분석)

  • Lee, Ji-Heon;Bae, Myung-Soon;Lee, Sang-Gil
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.465-469
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    • 2008
  • 수도권의 중요한 상수원인 팔당호 수질에 큰 영향을 주고 있는 경안천 유역의 오염배출량을 저감하기 위하여 많은 인공습지조성이 계획되었으나 이들의 위치선정의 적합성에 대한 분석이 부족한 실정이다. 또한 경안천은 상류에서 중류까지는 주변 농경지의 용수공급을 위해 많은 수중보가 설치되어 물의 흐름이 단절되어있어 수리적 요소에 인공요인으로 작용하고 있으며, 하류로 갈수록 하천이 곡선형태로 흐르고 하폭 또한 넓어져 자체적으로 유기물이 증가하기 좋은 환경을 가지고 있다. 본 연구에서는 유역의 자연적, 인공적 요소를 고려한 물리적 모델을 구축하고 각 오염원특성별 부하량 분석을 통한 속성정보를 반영하였으며 오염저감시설설치 시나리오의 타당성분석을 분석을 수행하였다. 연구과정을 좀더 상세히 살펴보면 첫째, 비점오염원의 주된 경로중 하나인 축산계부하량 저감을 위하여 지형적 인자를 고려한 인공습지조성 적지분석 결과를 HSPF모델에 반영하였다. 둘째, 기존 오염 총량제에서 수행해오던 오염부하량 산정방식을 통해 산정된 양을 유역단위로 재분배 하여 오염원 분포를 반영하였다. 주요 오염부하량인 축산계와 토지계의 오염부하량만을 적용하였으며 일부 오염원 항목들은 생략하거나 하수처리시설을 통해 처리되고 있는 것으로 모의하였다. 셋째, 각 시나리오별 시뮬레이션을 수행하여 경안천 인공습지조성가능성 및 수질개선 효과를 예측하였다. 기존의 점오염원 처리시설만으로는 하천에서의 목표수질을 만족시키는데 한계가 있기 때문에 점오염원 저감시설뿐 아니라 비점오염원 저감시설인 인공습지를 기존의 처리시설에 연계하여 시나리오를 구성하였다. 기존습지시설의 오염저감율은 각 시설들의 평균값을 적용하였으며 처리효율은 BOD, TN, TP 각각 40%, 25%, 12%로 적용하였다. 오염원분포를 고려한 모의결과 현재 인공습지 입지대상지역들 중 좀 더 효율적인 오염저감 효과를 보이는 지역이 분석되었다.

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수질 장기관측자료를 활용한 우리나라의 지하수 수질변동 특성

  • 김규범;이강근
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2003.04a
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    • pp.94-96
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    • 2003
  • Since 1995, MOCT(Ministry of Construction and Transportation) and KOWACO(Korea Water Resources Corporation) have established the National Groundwater Monitoring Network in South Korea and also MOE(Ministry of Environment) has operated Groundwater Quality Monitoring network. Until 2001, 202 monitoring stations by MOCT and 780 monitoring wells by MOE have been constructed, measured groundwater level and analyzed water samples. Groundwater quality analysis has been conducted two times a year during last 6 years for all monitoring wells. The quality data has about 15 components including pH, COD, Count of Coliform group, and etc.. Trend analysis has been peformed for 6 components(Coliform, pH, COD, NO$_3$-N, Cl and EC) of water quality which are analyzed more than 7 times for total monitoring wells. Two test methods have been used ; Sen's test and Mann-Kendall test. These trend tests have been done at the 0.05 significance level. By the result of Sen's test, Count of Coliform group has either upward or downward trends at 4.3 percent of the monitoring points. pH does at 5.6 percent, COD does at 8.6 percent, Nitrate-Nitrogen does at 13.2 percent, Chloride does at 13.4 percent, and. EC does at 11.6 percent of the monitoring points. The exact causes of the groundwater quality trends are difficult to specify. Notable downward trends in nitrate at many monitoring points may be the result of reduction on some contamination sources. Potential causes include diminished agricultural areas, improvements in sewage treatment and a decrease in atmospheric deposition. Increase in chloride at many monitoring points may be the result of increased non-point source pollution such as road salting and runoff from sprawling paved developments and suburbs.

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Development of Small HSSF Constructed Wetland for Urban Green space (도시내 녹지공간 조성을 위한 소규모 HSSF 인공습지 개발)

  • Lee, Jeong-Young;Kang, Chang-Guk;Gorme, Joan B.;Kim, Soon-Seok;Kim, Lee-Hyung
    • Journal of Wetlands Research
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    • v.13 no.2
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    • pp.199-208
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    • 2011
  • Scarcity of water worldwide, increasing greenhouse gas emissions, increased energy consumption due to the Earth is threatened. Existing in the process of urban planning and development of forests, rivers and other natural ecosystems have been destroyed and that there was increased impervious pavement. Impervious pavement increase water circulation system to destroy the natural and urban water retention, infiltration and decreased evaporation. Nonpoint source pollution(NPS) occurs when rainfall impervious pavement and appeal directly to the river water inflow is adversely impacts of the situation. In this study, rainfall occurs impervious pavement NPS pollution reduction and temperature increase due to the increase in urban areas, and to solve heat island phenomenon is to develop small HSSF constructed wetland technology. The small HSSF constructed wetland sedimentation, filtration, adsorption, absorption by vegetation, including such mechanisms. Techniques for verification of the pilot-scale test was conducted. In the future domestic urban heat island phenomenon and restore the natural water cycle for the facilities will be used as a basis to develop.

Estimation Suspended Solids Concentration of the Doam Reservoir under Dry and Wet Weather Conditions (강수조건에 따른 도암호 부유물질 거동 평가)

  • Choi, Jae-Wan;Shin, Dong-Seok;Lim, Kyoung-Jae;Lee, Sang-Soo;Kang, Min-Ji
    • Korean Journal of Environmental Agriculture
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    • v.31 no.2
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    • pp.113-121
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    • 2012
  • BACKGROUND: The Doam watershed in Korea has been managed for the reduction and the prevention of non-point source pollution since 2007. Especially, the water quality of the Doam reservoir is a primary issue related to the Doam dam reoperation. We have carried out the modeling to evaluate the water quality based on suspended solids (SS) of the Doam watershed and the Doam reservoir. Two powerful hydrological and water quality models (HSPF and CE-QUAL-W2) were employed to simulate the combined processes of water quantity and quality both in the upland watershed of the Doam reservoir and the downstream waterbody. METHODS AND RESULTS: The HSPF model was calibrated and validated for streamflow and SS. The CE-QUAL-W2 was calibrated for water level, water temperature, and SS and was validated for the only water level owing to data lack. With the parameters obtained through the appropriate calibration, SS concentrations of inflow into and in the Doam reservoir were simulated for three years (2008, 2004 and 1998) of the minimum, the average, and the maximum of total annual precipitation during recent 30 years. The annual average SS concentrations of the inflow for 2008, 2004, and 1998 were 8.6, 10.9, and 18.4 mg/L, respectively and those in the Doam reservoir were 9.2, 13.8, and 21.5 mg/L. CONCLOUSION(s): The results showed that more intense and frequent precipitation would cause higher SS concentration and longer SS's retention in the reservoir. The HSPF and the CE-QUAL-W2 models could represent reasonably the SS from the Doam watershed and in the Doam reservoir.

Secured Telemedicine Using Whole Image as Watermark with Tamper Localization and Recovery Capabilities

  • Badshah, Gran;Liew, Siau-Chuin;Zain, Jasni Mohamad;Ali, Mushtaq
    • Journal of Information Processing Systems
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    • v.11 no.4
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    • pp.601-615
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    • 2015
  • Region of interest (ROI) is the most informative part of a medical image and mostly has been used as a major part of watermark. Various shapes ROIs selection have been reported in region-based watermarking techniques. In region-based watermarking schemes an image region of non-interest (RONI) is the second important part of the image and is used mostly for watermark encapsulation. In online healthcare systems the ROI wrong selection by missing some important portions of the image to be part of ROI can create problem at the destination. This paper discusses the complete medical image availability in original at destination using the whole image as a watermark for authentication, tamper localization and lossless recovery (WITALLOR). The WITALLOR watermarking scheme ensures the complete image security without of ROI selection at the source point as compared to the other region-based watermarking techniques. The complete image is compressed using the Lempel-Ziv-Welch (LZW) lossless compression technique to get the watermark in reduced number of bits. Bits reduction occurs to a number that can be completely encapsulated into image. The watermark is randomly encapsulated at the least significant bits (LSBs) of the image without caring of the ROI and RONI to keep the image perceptual degradation negligible. After communication, the watermark is retrieved, decompressed and used for authentication of the whole image, tamper detection, localization and lossless recovery. WITALLOR scheme is capable of any number of tampers detection and recovery at any part of the image. The complete authentic image gives the opportunity to conduct an image based analysis of medical problem without restriction to a fixed ROI.

Evaluation of the Effect of Pump and Fertilize on Nitrate Reduction in Groundwater (지하수 관개 시비의 지하수 내 질산성질소 저감 효과 평가)

  • Yuhoon Yeum;Young Kim;Moon-su Kim;Sunhwa Park;Kyungjin Han
    • Journal of Soil and Groundwater Environment
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    • v.29 no.1
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    • pp.18-27
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    • 2024
  • In this study, the pump and fertilize (PAF) was applied to reduce nitrogen infiltration into groundwater at three corn cultivation sites over a three-year period, and its effectiveness was evaluated. PAF involves pumping nitrate-contaminated groundwater and using it for irrigation, thereby replacing the need for chemical fertilizers. This method not only substitutes chemical fertilization, but also reduces nitrogen infiltration into groundwater through root zone consumption. To confirm PAF's effectiveness, an equal amount of nitrogen was applied in each cultivation plot, either through chemical fertilizer or irrigation with nitrate-contaminated groundwater. Regular monitoring of infiltrating pore water and groundwater was conducted in each cultivation plot. The linear regression slope for nitrate concentration in the pore water after repeated application of PAF ranged from -3.527 to -8.3485 mg-N/L/yr, confirming that PAF can reduce nitrate concentration in the pore water. With an increasing proportion of PAF, the infiltrating nitrate mass in pore water was reduced by 42% compared to plots fertilized with chemical fertilizer. Additionally, the linear regression slope of nitrate concentration in groundwater was calculated as -2.2999 and -9.2456 mg-N/L/yr. Therefore, continuous application of PAF in rural areas is expected to significantly contribute to reducing nitrate concentration in groundwater.

Long-Term Water Quality Trend Analysis of Lake Soyang Using Seasonal Mann-Kendall Test (계절 Mann-Kendall 검정을 이용한 소양호의 장기 수질 경향성 분석)

  • Yeom, Hojeong;An, Yongbin;Jung, Seyoon;Kim, Yoonseok;Kim, Bomchul;Hong, Eunmi
    • Journal of The Korean Society of Agricultural Engineers
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    • v.66 no.2
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    • pp.25-34
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    • 2024
  • The long-term monitoring of the Soyang Lake's water quality, covering 25% of the North Han River watershed, is crucial for effective management of both lake water quality and pollution sources in the broader region. This study utilized continuous monitoring data from the front of the Soyang Dam spanning 2003 to 2022, aiming to analyze trends and provide foundational insights for water quality management. Results revealed a slightly poor grade (IV) for total nitrogen (T-N) in both surface and mid-depth layers, indicating a need for concentrated T-N management. Trend analyses using the Mann-Kendall test and Sen's Slope depicted a decreasing trend in total phosphorus (T-P) for both layers, attributed to non-point source pollution reduction projects initiated after the Soyang Lake's designation as a pollution control area in 2007. The LOWESS analysis showed a T-P increase until 2006, followed by a decrease, influenced by the impact of Typhoon Ewiniar in that year. This 20-year overview establishes a comprehensive understanding of the Soyang Lake's water quality and trends, allowing for a seasonal and periodical analysis of water quality changes. The findings underscore the importance of continued monitoring and management strategies to address evolving water quality issues in the Soyang Lake over time.

Evaluation of the Volume and Pollutant Reduction in an Infiltration and Filtration Facility with Varying Rainfall Conditions (침투여과시설의 강우계급에 따른 유량 및 비점오염물질 저감 효과 분석)

  • Yu, Gigyung;Choi, Jiyeon;Kang, Hee-Man;Kim, Lee-Hyung
    • Journal of Korean Society on Water Environment
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    • v.32 no.1
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    • pp.30-35
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    • 2016
  • Urban areas generate large amounts of stormwater and non-point source (NPS) pollutants during rainfall events. These are caused by various land use runoffs, vehicular and human activities and increased impervious cover. The increased runoff and NPS pollutants cause water quality deterioration in the receiving waters and adversely affect the aqua-ecosystem. These environmental impacts could be reduced through the application of low impact development (LID) techniques. In Korea, more than 80% of the total rainfall occurs in summer and most of these were 10 mm or less. Therefore, if the LIDs developed were able to cope with rainfall of 10 mm and below, NPS management could be efficiently conducted. This research was performed to determine the effect of varying amounts of rainfall on the performance capability of an established infiltration and filtration facility (IF facility) that can be applied to Korea's common rainfall ranges. The IF facility area was 1.75% of the catchment area, however the facility treated more than 40% and 60% runoff volume and pollutant reduction respectively for a 10 mm rainfall. Lastly, higher volume and pollutant reduction could be attained when the LID area was at least 2% of the entire catchment.

Reduction of Pollutant Load by Small Pond in a Rice Paddy Applied with Pig Manure Compost (돈분퇴비가 시용된 논의 양분유출 저감을 위한 저류지 효과)

  • Kim, Min-Kyeong;Kim, Myung-Hyun;Choi, Soon-Kun;Cho, Kwang-Jin;Hong, Seong-Chang;Jung, Goo-Bok;So, Kyu-Ho
    • Journal of the Korea Organic Resources Recycling Association
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    • v.22 no.4
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    • pp.21-27
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    • 2014
  • Pig slurry has been considered as environmental waste to be treated in an appropriate manner. Moreover, water-born pollution loads by agricultural non-point source(NPS) pollution are expected to become intensified due to ongoing precipitation change. This study was conducted to develop a best management practice to reduce NPS pollution load by agricultural activity with pig manure compost. An eco-friendly way, small drainage pond, was suggested in this study to avoid direct drainage of agricultural runoffs and eventually reduce the amount of pollutants discharged into the surrounding aqua-environment. A small pond($12m^2$) was constructed at the corner of a rice paddy field($17,15m^2$) located in Suwon, Korea. Water was allowed to drain only via a small drainage pond. Sampling was repeatedly made at two locations, one from an entrance and the other from an exit of a pond, during the rice cultivation period(May to October, 2013). Generally, sampling was made only when runoff water drained through a pond, such as during and/or after rain(irrigation). The water quality analysis showed that all quality parameters(SS, $COD_{Mn}$, T-N, and T-P) were improved as water passed through the pond. The amount of runoff water was reduced by 67.8%. Suspended solids and $COD_{Mn}$ concentrations were reduced by 79.8% and 71.9%, respectively. In case of T-N and T-P amounts, the reduction rates were 73.6% and 74.9%, respectively. Our data implies that agricultural NPS pollution from rice paddy fields with pig manure-based fertilizer can be effectively managed when an appropriate drainage water management practice is imposed.

Development and Lab-scale Plant Study of Coagulation Sedimentation Module using Cyclone (선회류를 이용한 응집침전모듈의 개발 및 실증 연구)

  • Moon, Jinyoung;Cho, Young-Gun;Song, Seung-Jun;Kim, Jin-Han
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.5
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    • pp.3336-3344
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    • 2014
  • The purpose of this study is small scale coagulation module is developed and demonstrated through a lab-scale test. Recent as a sewage treatment rate increases, have heightened the interest in the necessity on the nonpoint source and developing a small processing unit has been increased. Coagulation sedimentation module in this study is additional growth of floc through swirling in the outside zone, reduction of microstructure floc number and the internal settling zone through vertical/level flow complex sedimentation method after the coagulation process precipitation method as an effective high separation efficiency can be divided was also assessed. Coagulation sedimentation module can increase the load factor was 4.4 times compared to conventional clarifier base on the same volume and surface area through vertical/level flow. In this study, this process was selected formation and maintenance of swirling and uniform flow distribution in the internal settling zone as an important design factor, to derive its FLUENT was used to characteristics of the flow model. Through the simulation of swirling, influent velocity, dimensions of external basin, hopper depth of bottom cone was determined and through analysis of velocity distribution, flow distribution detailed specifications are derived like as diameter and number of effluent hole. Lab-scale($120{\ell}/hr$) test results, influent of 300~800 NTU to less than 10 NTU without polymer feeding was able to operate in the 20minutes retention time(surface loading rate $37.3m^3/m^2$-day), and through analysis FLUENT the possibility of using design parameters were derived.