• Title/Summary/Keyword: Pollutant loading

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Prediction of Water Quality of Youngwol Multipurpose Dam Using FEMWASP (FEMWASP 모형을 이용한 영월 다목적댐의 장래 수질 예측)

  • Kim, Joon Hyun;Han, Young Han
    • Journal of Industrial Technology
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    • v.18
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    • pp.443-452
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    • 1998
  • The future water quality of Youngwol Dam was predicted using FEMWASP. In the this study, point and non-point source in the basin was investigated in detail, and future pollutant loading was computed by various prediction technique. The water quality of 29 sites was analyzed over four seasons. FEMWASP was used to predict future water quality of Youngwol lake and downstream of proposed dam. Future water quality of Youngwol lake was predicted to configure eutrophication status, management criteria was suggested to minimize the pollution problems coming from future eutrophication. Discharge rate of dam was decided as 30CMS to conserve the water quality, and overall design of dam was changed.

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Predict of Pollutant Loading Amount Change to Climate Change Using Basin Model Adaptability (기후 변화에 따른 오염부하량 변화를 예측하기 위한 유역모델 적용성 분석)

  • Jang, Yujin;Park, Jongtae;Koo, Youngmin;Seo, Dongil
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.269-273
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    • 2016
  • 세계적으로 기후변화와 관련한 연구가 증가하고 있다. 국내에서도 기후변화에 따른 수문학적 변화에 대한 연구가 주를 이루어 진행되고 있지만 오염부하량 변화에 대한 연구는 미흡하다. 또한 모형을 이용한 기후변화 예측에 있어 SWAT 모형이 주를 이루어 연구가 진행되고 있다. 본 연구는 기후변화 시나리오인 RCP시나리오 중 RCP 4.5와 RCP 8.5의 자료를 이용하여 용담댐 유역을 대상으로 기후변화에 따른 오염부하량을 예측하기 위하여 GWLF, SWAT 및 SWMM 모형을 선정하여 분석하였다. SWAT, GWLF 및 SWMM에 대하여 적용성 평가를 수행하였다. 기후변화에 따른 미래의 오염부하량을 예측한 결과 모델의 특성 등에 따라 결과가 다르게 나타났다.

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Calculation and Analysis of Pollutant Loading by Climate Change in Geum River Basin (기후변화에 따른 금강 유역의 오염 부하량 산정 및 분석)

  • Park, Jongtae;Jang, Yujin;Koo, Youngmin;Seo, Dongil
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.275-279
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    • 2016
  • 기후변화에 따른 강수량변화와 기온변화에 의한 영향이 수질변화에 영향을 미칠 수 있으며, 하천, 호소 등 취수원의 상수도 질적 저하, 나아가 잠재적인 공중보건에까지 영향을 미칠 수 있다. 본 연구에서는 IPCC 에서 발표한 지구기후모형 GCMs의 시나리오 자료를 바탕으로 기상청이 운영하는 기후변화센터의 RCP 시나리오 4.5, 8.5의 데이터 중 금강유역에 기후변화 시나리오 자료를 이용하여 GWLF 모형을 사용하여 금강 유역의 갑천 및 논산천, 대청댐 등 소유역의 2000년부터 2100년까지의 미래 오염 부하량을 모의 하였으며, 연구 결과 RCP 4.5의 경우 오염 부하량이 2100년 까지 전반적으로 증가하는 추세를 보이며, RCP 8.5의 경우 2100년까지 감소하는 추세를 보인다.

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The Analysis of the Effect of Spatial Variability in Land Use and Pollutant Source on the Stream Water (유역에서 토지이용과 오염원자료의 공간적 변화가 하천수질에 미치는 영향 분석)

  • Jung, Kwang-Wook;Lee, Seung-Jae;Lee, Sang-Woo;Han, Jung-Yoon
    • Korean Journal of Ecology and Environment
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    • v.40 no.1
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    • pp.40-49
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    • 2007
  • For effective watershed management, we must understand the complex and dynamic relationships of land uses and water quality. Despite numerous studies investigated the relationships between water quality and land use, there are increasing concerns on the geographical variation and lack of spatial integrations in previous studies. We investigated the relationships between land use and water quality characteristics in the Hwa-Sung estuarine reservoir watershed in Korea, which has spatially integrated land uses. The spatial variations of these relationships were also examined using zonal analysis. Water quality parameter were correlated positively with residential and forest and negatively with paddy and upland especially during base flow in the near buffer zone. During storm flow, correlation between land use and water quality was less apparent. Population and livestock density was correlated well to water quality parameter than just number of population and livestock. Relationships across zones, distinguished by distances from streams, were inconsistent and erratic, suggesting that the relationships between remote land uses and water quality may be affected more significantly by sub-basin characteristics than by the land use itself. The watersheds studied are mainly non-urban and their land uses are similar to typical watershed of other estuarine reservoirs, therefore, the correlation developed in this study might be helpful to manage other watersheds of estuarine reservoir. This methodology could be applied to other areas where the watershed characteristics are not significantly different from the study area.

Application of Load Duration Curve and Estimation of Delivery Ratio by Flow Durations Using Discharge-Load Rating Curve at Jiseok Stream Watershed (유량-부하량관계식을 이용한 지석천 유역의 부하지속곡선 적용 및 유황별 유달율 산정)

  • Park, Jinhwan;Kim, Kapsoon;Hwang, Kyungsup;Lee, Yongwoon;Lim, Byungjin
    • Journal of Korean Society on Water Environment
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    • v.29 no.4
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    • pp.523-530
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    • 2013
  • This study has been carried out to clarify the characteristics of discharge and pollutant loading according to flow conditions at jiseok stream watershed (JSW). A flow rate and pollutant load in the study watershed were estimated by equation of stage-discharge and discharge-loads rating curve. By using the methods above, I've evaluated the water quality (WQ) of the JSW if it is satisfied with the standard target. I've collected the data of BOD and T-P from the JSW every 8 days for the duration of 12 months. And then, I've schematized the data upon the load duration curve and the results showed me that the WQ of JSW was satisfied with the standard target. I've also collected the same data every each day for the duration of 12 months from JSW and have schematized the data again. And the results showed that it also was satisfied with the standard target. To be concluded, I've determined that point pollution sources of JSW gives more significant impacts to the WQ than non-point pollution sources of JSW and hence, as time goes, point pollution sources will keep depriciating the WQ of JSW. Therefore, further efforts will be required to JSW to maintain the WQ.

Pollutant Load Characteristics of a Rural Watershed of Juam Lake (주암호 농촌 소유역 오염부하특성)

  • Han, Kuk-Heon;Yoon, Kwang-Sik;Jung, Jae-Woon;Yoon, Suk-Gun;Kim, Young-Joo
    • Journal of The Korean Society of Agricultural Engineers
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    • v.47 no.3
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    • pp.77-86
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    • 2005
  • A monitoring study has been conducted to identify hydrologic conditions, water quality and nutrient loading characteristics of small watershed in Juam Lake. Climate data of the watershed were collected; flow rate was measured and water quality sampling was conducted at the watershed outlet for this study. Water quality data revealed that T-P concentrations meet I grade of lake water quality standard during non-storm period, but degraded up to II-III grade of lake water quality standard during storm period. The observed T-N concentrations always exceeded lake water quality standard. Therefore, T-P was identified as limiting chemical constituent for eutrophication of Juam Lake. T-P concentration of non-storm period also revealed that point source pollution is not serious in the watershed. Three year monitoring results showed that the observed T-N losses were $10.85\~18.88$ kg/ha and T-P losses were $0.028\~0.323$ kg/ha during six month (Mar. - Oct.), respectively. Major portion of runoff amount discharged by a few storm events a year and nutrient load showed apparent seasonal variation. Huge runoff amounts were generated by intense storms, which make application of water treatment or detention facilities ineffective. Monitoring results confirmed that water quality improvement by abating nonpoint source pollution in rural watershed of monsoon climate should be focused on source control. T-P losses from paddy field seemed to consist of significant amount of total load from study watershed. Therefore, management of drainage from paddy field is considered to be important for preventing algal blooming problem in Juam Lake.

A Study on Estimation of the Delivery Ratio by Flow Duration in a Small-Scale Test Bed for Managing TMDL in Nakdong River (낙동강수계 수질오염총량관리를 위한 시범소유역 유황별 유달율 산정방법 연구)

  • Shon, Tae-Seok;Park, Jae-Bum;Shin, Hyun-Suk
    • Journal of Korean Society on Water Environment
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    • v.25 no.5
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    • pp.792-802
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    • 2009
  • The objective of this study is to construct the watershed management system with link of the non-point sources model and to estimate delivery ratio duration curves for various pollutants. For the total water pollution load management system, non-point source model should be performed with the study of the characteristic about non-point sources and loadings of non-point source and the allotment of pollutant in each area. In this study, daily flow rates and delivered pollutant loads of Nakdong river basin are simulated with modified TANK model and minimum variance unbiased estimator and SWAT model. Based on the simulation results, flow duration curves, load duration curves, and delivery ratio duration curves have been established. Then GIS analysis is performed to obtain several hydrological geomorphic characteristics such as watershed area, stream length, watershed slope and runoff curve number. As a result, the SWAT simulation results show good agreements in terms of discharge, BOD, TN, TP but for more exact simulation should be kept studying about variables and parameters which are needed for simulation. And as a result of the characteristic discharges, pollutants loading with the runoff and delivery ratios, non-point sources effects were higher than point sources effects in the small-scale test bed of Nakdong river basin.

Control of Dimethyl Sulfide Emissions Using Biofiltration

  • Kong, Sei-Hun;Kim, Jo-Chun;Allen, Eric R.;Park, Jong-Kil
    • Journal of Environmental Science International
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    • v.11 no.8
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    • pp.819-827
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    • 2002
  • Laboratory scale experiments were conducted to evaluate the performance of a biofilter for eliminating dimethyl sulfide(DMS). A commercial compost/pine bark nugget mixture served as the biofilter material for the experiments. The gas flow rate and DMS concentration entering the filter were varied to study their effect on the biofilter efficiency. The operating parameters, such as the residence time, inlet concentration, pH, water content, and temperature, were all monitored throughout the filter operation. The kinetic dependence of the DMS removal along the column length was also studied to obtain a quantitative description of the DMS elimination. High DMS removal efficiencies(>95%) were obtained using the compost filter material seeded with activated sludge. DMS pollutant loading rates of up to 5.2 and 5.5 g-DMS/m$^3$/hr were effectively handled by the upflow and downflow biofilter columns, respectively. The macrokinetics of the DMS removal were found to be fractional-order diffusion-limited over the 9 to 25 ppm range of inlet concentrations tested. The upflow column had an average macrokinetic coefficient(K$\_$f/) of 0.0789 $\pm$ 0.0178 ppm$\^$$\sfrac{1}{2}$//sec, while the downflow column had an average coefficient of 0.0935 $\pm$ 0.0200 ppm$\^$$\sfrac{1}{2}$//sec. Shorter residence times resulted in a lower mass transfer of the pollutant from the gas phase to the aqueous liquid phase, thereby decreasing the efficiency.

A Study on Estimation of Pollutant Loads in Seonakdong River Using SWAT-SWMM Model (SWAT-SWMM 연계모의를 이용한 서낙동강 오염부하량 산정 방안 연구)

  • Kim, Jeong-Min;Kim, Young-Do
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.6
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    • pp.825-837
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    • 2011
  • Seonakdong river consists of stagnant sections whose flowrate is controlled by the Daejeo and Noksan gates. As a result, there is not a minimum flow during normal times. The Daejeo and Noksan gates are located at the upstream head and the downstream end of Seonakdong river, respectively. Seonakdong river is an estuarine tributary of Nakdong river, which is a reservoir-like river used for agricultural irrigation, with the gate at the estuary of the river to prevent the intrusion of saline. Since the construction of the water gates, the water quality of the river has become degraded. This could also be due to the internal loading of pollutants, especially nutrients, from the sediments of the river because of the elongated detention time by the water gates. This study was thus conducted for the purpose of evaluating the current hydrologic-cycle system and providing measures for the rehabilitation of the hydrologic cycle. In this research, the daily outflow in Seonakdong River was simulated using the SWAT and SWMM models, and the water quality concentration including BOD, SS, TN, and TP were analyzed. The possibility of the application of SWAT-SWMM hybrid simulation was determined through the verification of both models. The error analysis shows that the results of both SWAT and SWAT-SWMM simulations make good agreements with those of field observations. For the single simulation results of SWAT, $R^{2}$ and NSE are 0.758, 0.511, respectively. For the hybrid simulation results of SWAT-SWMM, those are 0.880, 0.452, which means that the hybrid simulation can give more accurate results for the watershed where both the agricultural and urban areas exist.

Determination of EMCs and Comparison with Sampled Concentrations in Paved Areas (포장지역에서의 강우사상별 EMC 산정 및 단순 샘플농도와의 비교)

  • Lee, Eun-Ju;Ko, Seok-Oh;Kang, Hee-Man;Lee, Joo-Kwang;Lee, Byung-Sik;Lim, Kyeong-Ho;Kim, Lee-Hyung
    • Journal of Korean Society on Water Environment
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    • v.22 no.1
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    • pp.104-109
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    • 2006
  • TPLMS programs in four large rivers have been developed to improve the water quality from possible pollutants originated from watershed areas. The success of TPLMS program is depended on nonpoint source control. Currently, the pollutant loading from nonpoint pollution sources is gradually increasing as developing the nearby watershed. However, there are not enough data concerning on nonpoint pollution in Korea because of lacking of monitoring activities. It is the main reason of uncertainty. Therefore, this manuscript will summarize the EMCs in various landuses based on monitoring program. Also the EMC in each paved area will be compared and discussed to find the differences. When the EMC is compared by average monitored sample concentrations, the EMC values are 2-4 times higher than sample concentrations. It means the monitoring program is very important in the field of nonpoint pollution. The pollutant loadings from bridge landuse is higher than loadings from parking lot and highway because of more traffic activities.