• 제목/요약/키워드: Non-point Source Pollutant

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Long-term changes of water quality with regard to main Pollutant Sourses in Agricultural Reservoirs (주오염원별 농업용저수지의 장기 수질특성변화)

  • Choi, Sun-Hwa;Kim, Ho-Il;Yoon, Kyung-Seup;Park, Jong-Min
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.425-428
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    • 2002
  • This study has been carried out to analized of long term changes of water quality with regard to main pollutant sources in agricultural reservoirs on the basis of data during 1996-2001. The major source was domestic wastewater(DWW) and water pollution by non-point sources(NPS) is increasing as time goes. It was determined that Seasonly average values of DWW were pH $7.6{\sim}8.7$, COD $7.0{\sim}9.4$, T-N $0.74{\sim}2.07$, T-P $0.05{\sim}0.62$, Live-stock wastewater(LWW) were pH $7.5{\sim}8.9$, COD $5.5{\sim}9.8$, T-N $0.57{\sim}1.91$, T-P $0.04{\sim}0.13$, NPS were pH $7.1{\sim}8.3$, COD $3.1{\sim}5.2$, T-N $0.29{\sim}1.44$, T-P $0.02{\sim}0.07$. Fluctuation of DWW and LWW were very wide and variable long term patterns of them were similar. Trophic states by Carlson Index of DWW and LWW was classified as eutrophic to hypretrophic from chl-a, T-P concentration.

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Impacts of Impevious Cove Change on Pollutant Loads from the Daejeon-Stream Watershed Using AnnAGNPS (논문 - AnnAGNPS를 이용한 대전천 유역의 불투수면 변화에 따른 배출부하량 평가)

  • Chang, Seung-Woo;Kang, Moon-Seong;Song, In-Hong;Chung, Se-Woong
    • KCID journal
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    • 제18권2호
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    • pp.3-14
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    • 2011
  • Increased impervious surfaces alter stream hydrology resulting in lower flows during droughts and higher peak flows during floods. Not only urban area but also rural area has been expanded impervious surfaces because of increasing of greenhouses. The main objective of this study was to evaluate the performance of the AnnAGNPS (Annualized Non-Point Source Pollution Model) on the surface runoff characteristics of the Daejeon-Stream watershed, and to predict the hydrological effects due to increasing of impervious surfaces. The model parameters were obtained from the geographical information system (GIS) databases, and additional parameters calibrated with the observed data. The model was calibrated by using 2004 of the runoff data and validated by using 2002 data obtained from WAMIS (Water Management Information System) to compare the simulated results for the study watershed. R2 values and efficiency index (EI) between observed and simulated runoff were 0.78 and 0.80, respectively at the calibration period. In this study, expanding of impervious surfaces such as greenhouses caused increasing of surface runoff, but caused decreasing of total nitrogen and total phosphorus loads.

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Correlation Analysis on the Runoff Pollutants from a Small Plot Unit in an Agricultural Area

  • Kang, Meea;Choi, Byoung-Woo;Lee, Jae-Kwan
    • Environmental Engineering Research
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    • 제15권4호
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    • pp.191-195
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    • 2010
  • This study was carried out to investigate the important factors relating to runoff and pollutant loads in a plot unit located in an agricultural area. Of the precipitation parameters, such as total precipitation, days since last rainfall (ADD, the rainfall was more than 10mm) and average rainfall intensity on runoff, the strongest effect was obtained due to total precipitation, but the rainfall intensity showed a slightly positive correlation. It was expected that both variables, i.e. total precipitation and rainfall intensity, would lead to the generation of greater runoff. In contrast, runoff was negatively correlated with ADD, which is understandable because more infiltration and less runoff would be expected after a long dry period. The TSS load varied greatly, between 75.6 and $5.18{\times}10^4g$, per event. With the exception of TN, the TSS, BOD, COD and TP loads were affected by runoff. The correlations of these items were proportional to the runoff volume, with correlation coefficients (r) greater than 0.70, which are suitable for use as NPS model data. The TSS load showed very good relationships with organics (BOD & COD) and nutrients (TN & TP), with correlation coefficients greater than 0.79. Therefore, the removal of TSS is a promising factor for protecting water basins.

Status of the Copper as a Priority Water Pollutant and Management in Korea (특정수질유해물질 구리(Cu)의 수계에서의 현황 및 관리방향)

  • Kim, Youngchul
    • Journal of Korean Society on Water Environment
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    • 제23권4호
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    • pp.440-447
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    • 2007
  • This paper is dealing with recent hot issues related with copper toxicity and its criteria, which was caused by a new government policy relocating some industries discharging priority-water quality pollutants from the watershed of Han River to other regions. Author is not interested in arguments between two sides of anti- and pro-policy but would like to go over status of copper pollution and its management and regulatory policy in Korea. From the data of published Research Journals and Reports, it can be concluded that copper is very common metal not only in the effluent from publically owned wastewater treatment plants, but also as a non-point source pollutant in the rainfall runoff. In addition, there have been very few studies personal interests, not by National Fund Basis. In order to enforce a new regulation, national-wide macro and micro-mass balance work of heavy metals should be performed in advance. In particular, background concentration and measurement errors have to be clearly defined before a new standard or criteria is established. The new standard has to be acceptable in terms of the best available technology and cost.

Analysis of Non-Point Pollution Sources in the Taewha River Area Using the Hyper-Sensor Information (하이퍼센서 정보를 이용한 태화강지역의 비점오염원 분석)

  • KIM, Yong-Suk
    • Journal of the Korean Association of Geographic Information Studies
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    • 제20권1호
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    • pp.56-70
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    • 2017
  • In this study, multi-image information for the central Taewha River basin was used to develop and analyze a distribution map of non-point pollution sources. The data were collected using a hyper-sensor (image), aerial photography, and a field spectro-radiometer. An image correction process was performed for each image to develop an ortho-image. In addition, the spectra from the field spectro-radiometer measurements were analyzed for each classification to create land cover and distribution maps of non-point pollutant sources. In the western region of the Taewha River basin, where most of the forest and agricultural land is distributed, the distribution map showed generated loads for BOD($kg/km^2{\times}day$) of 1.0 - 2.3, for TN($kg/km^2{\times}day$) of 0.06 - 9.44, and for TP($kg/km^2{\times}day$) of 0.03 - 0.24, which were low load distributions. In the eastern region where urbanization is in progress, the BOD, TN, and TP were 85.9, 13.69, and 2.76, respectively and these showed relatively high load distributions when the land use was classified by plot.

The Runoff Characteristics of Non-point Pollution Sources in Industrial Complex(II): Focusing on the Outflow Characteristics of the C Industrial Complex by Rainfall Event (산업단지 비점오염원의 유출특성(II): C산업단지의 강우사상별 유출특성을 중심으로)

  • Woo, Jae-Suk;Shin, Hyun-Gon
    • Journal of the Korea Organic Resources Recycling Association
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    • 제30권1호
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    • pp.41-47
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    • 2022
  • In this study, rainfall water outlet water quality monitoring was performed on the C industrial complex to evaluate the characteristics of non-point pollutant runoff from the industrial complex during rainfall and to use it as basic data for calculating the load and unit of non-point pollutant. As a result of calculating EMC according to the outflow amount by rainfall event, the 1st rainfall showed EMCs ranges of BOD, CODMn, SS, T-N, and T-P of 1.32~48.76, 3.32~43.75, 2.89~199.43, 2.76~8.93, 0.08~068, and the 2nd rainfall was 0.5~2.9, 2.71~7.13, 2.82~174.94, 1.33~4.03, 0.01~1.28 mg/L, respectively. As a result of calculating the ratio of cumulative outflow and cumulative pollution load, most of the pollution load was less than the rainfall outflow, but over time, the initial washing phenomenon occurred as the ratio of cumulative rainfall outflow and cumulative pollution load increased to more than 1.

A Study on the Applicability of Load Duration Curve for the Management of Nonpoint Source Pollution in Seohwacheon Basin (서화천 유역 비점오염원 관리를 위한 부하지속곡선 적용성 연구)

  • KAL, Byung-Seok;MUN, Hyun-Saing;HONG, Seon-Hwa;PARK, Chun-Dong;MIN, Kyeong-Ok;PARK, Jae-Beom
    • Journal of the Korean Association of Geographic Information Studies
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    • 제23권3호
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    • pp.174-191
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    • 2020
  • In this study, we analyzed the vulnerable areas of non-point source pollutants and management pollutants and management time by subwatershed curves in the Seohwacheon basin located upstream of Daecheongho. First, in order to create a load duration curve, a long-term flow model SWAT was constructed to create a flow duration curve, and the result was multiplied by the target water quality to create a load duration curve. For the target water quality, monitoring data values measured from November 2017 were used for the management of nonpoint source pollutants in Seohwacheon, and a value corresponding to 60 percentile of the measured data was set as the target water quality. At this time, the target water quality was limited to"slightly good"(II) when the calculated value exceeded"slightly good"(II) of the river living environment standard. The vulnerable areas of non-point source of pollution were selected using the excess rate exceeding the target water quality, and the excess pollutant was judged as a management substance and the management time was selected through seasonal evaluation.

Water Quality Management Measures for TMDL Unit Watershed Using Load Duration Curve (수질오염총량 단위유역별 LDC(Load Duration Curve, 부하지속곡선) 적용을 통한 수질관리 대안 모색 - 금호강 유역 대상)

  • Yun, Soyoung;Ryu, Jaena;Oh, Jeill
    • Journal of Korean Society of Water and Wastewater
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    • 제27권4호
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    • pp.429-438
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    • 2013
  • This study was to develop effective water quality management measures using LDC (Load Duration Curve) curves for TMDL (Total Maximum Daily Loads) unit watershed. Using LDC curves, major factors for BOD and T-P concentration loads generation (i.e. point source or non-point source) in the case study area (Geumho river basin) were found for different hydrologic conditions. Different measures to deal with the pollutant loads were suggested to establish BMPs (Best Management Practices). It was found that the target area has urgent T-P management methods especially at moist and midrange hydrologic conditions because of point source pollutants occurred in developed areas. One example measure for this could be establishment of advanced treatment facility. This study proved that the use of LDC was a useful way to achieve TWQ (Target Water Quality) on the target watershed considered. It was also expected that the methodology applied in this study could have a wider application on the establishment of watershed water management measures.

The NPS Analysis and CSO Management Based on SWMM for Oncheon Basin (SWMM 모형을 이용한 비점오염 분석 및 CSO 관리방안 연구 - 부산시 온천천 유역 대상 -)

  • Shin, Hyun Suk;Son, Jeong Hwa;Jang, Jong Kyung;Shon, Tae Seok;Kang, Dookee;Cho, Dukjoon
    • Journal of Korean Society on Water Environment
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    • 제25권2호
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    • pp.268-280
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    • 2009
  • Oncheon basin which are located in Busan is divided into 43 basin on the basis of main pipe, constructed with Storm Water Management Model (SWMM). Occurrence situation for Outflow and pollutant loads by long-term continuous rainfall is examined for treatment district and river analysis point of Oncheon basin and a reduction vs effectiveness table for effective CSOs managements is made for each of treatment districts according to each of managements. In case that treatment equipment is located at the discharge point of CSO, treatment efficiency is analysed. It is supposed that treatment equipment have an efficiency on the basis of a concentration and runoff discharge over a critical flow is discharged with it untreated and treating runoff discharge with treatment equipment at each of runoff discharge points and treating it gathered at sewage treatment plant (STP) through trunk sewer is compared for a relative treatment efficiency.