• 한국농공학회논문집
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• 제65권2호
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• pp.35-45
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• 2023

The DOR (Drainage outlet raising) in the paddy field has been suggested as one of the most important best management practices for the TMDL (Total maximum daily load) management in the technical guidelines by the NIER (National institute of environmental research). However, this method is underestimated and is not well adopted by local governments for the TMDL. The purpose of this study is to evaluate the unit load reduction equation according to the application of DOR in order to expand this equation. The original equation in the guideline was derived using the HSPF (Hydrological Simulation Program-Fortran) model for 1 year in Changnyeong. We analyzed the reduction effect of the original equation application by collecting additional long-term monitoring data from the Buan, Icheon, Iksan, and Jeonju. When comparing the reduction loads between the original equation and monitoring results, the evaluation results of the original equation were 11% of the monitoring analysis results, which was underestimated. This means that the original equation needs to be improved. For assessing the equation, the HSPF Paddy-RCH model was established according to the NI ER guideline and evaluated for applicability. The performance results of the model showed a reasonable range by the statistical criteria. Modified equations 1 and 2 were proposed based on the monitoring and modeling results. Modified equation 1 was the method of modifying the original equation's main factors, and modified equation 2 was the method of applying the non-point pollution reduction efficiency according to the rainfall class using the long-term modeling results. At the level of 58.6~64.6% of monitoring data, the difference between them could be further reduced compared to the original equation. The suggested approach will be more reasonable and practicable for decision-makers and will contribute to the TMDL management plans.

• 한국수자원학회논문집
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• 제39권7호
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• pp.627-636
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• 2006

본 논문에서는 금강수계 오염총량관리 기본계획에서 제시된 오염부하량 자료를 기반으로 공시된 목표수질을 달성하기 위한 적정방류량을 산정하였다. 오염총량관리의 1단계로 BOD를 대상으로 총량관리가 이루어질 계획이며 향후 질소 및 인 계열로 확대될 전망이다. 총량구역별 및 행정구역별로 산정된 BOD와 TN, TP 부하량을 GIS를 활용하여 10개의 지류수계에 대하여 재분배하였고 지류수계에 해당되지 않는 구역에 대해서는 15개의 소구간으로 처리하여 반영하였다. Qual2E를 사용하여 수질모의를 실시한 결과 2010년에 대하여 산정된 장래수질에 대하여 기준부하량의 경우 약 30 CMS의 유량이 본류구간에 대하여 제시된 수질기준을 만족하기에 적절한 것으로 모의되었다.

• 환경영향평가
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• 제30권6호
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• pp.355-360
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• 2021

국내 물관리정책은 농도 중심의 물관리에서 부하량 관리 중심의 오염총량관리로 전환되면서 수질 및 수생태계에 변화를 가져왔다. 하지만 오염원의 변화와 유량 변동 등으로 총량제 시행 이후 수질 및 수생태계 건강성이 개선되었는지 판단하기 어려워 로그선형모델과 생물지표(저서성 대형무척추동물)를 활용하여 효과를 분석하였다. 그 결과 진위천수계의 BOD와 T-P농도는 각각 30%, 35% 저감되어 수질개선 효과를 보였으나, 저서생물지수(BMI) 결과 D등급에서 E등급으로 악화되었다. 진위천수계의 수생태계 건강성을 개선하기 위해서 생태하천을 가꾸는 노력이 필요하다.

• 환경영향평가
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• 제20권1호
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• pp.71-78
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• 2011

This paper aims to assessing impact of reduction of non-point source pollution in the Bokha Stream watershed. The BASINS/HSPF model was calibrated and verified for water flow and water qualities using Total Maximum Daily Load 8days data from 2006 to 2007. Accuracy of the BASINS/HSPF models in simulating hydrology and water quality was compared and there were somewhat differences of statistical results, but water flow and water quality were simulated in good conditions over the study period. The applicability of models was tested to evaluate non-point source control scenarios to response hydrology and water quality in the Bokha stream using various measures which include BMPs approach and change of landuse. The evaluation of reduction of non-point source pollution was developed using load-duration curve. Despite strong reduction of non-point source, there are not satiated target quality at low flow season.

• 한국물환경학회지
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• 제28권6호
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• pp.933-942
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• 2012

The purpose of this study is to evaluate the degree of waterbody impairment according to the flow conditions and present to the appropriate water quality improvement alternatives using observed water quality and flow for Total Maximum Daily Load (TMDL) implementation at 39 unit watersheds the nakdong river basin. Observed water quality data for 7 years are divided into five cumulative flow frequency group and comparing the each observed water quality data and TMDL Target water quality (TWQ) the last evaluate the water quality is impaired group. We found that the cumulative flow frequency group-specific the average excess rate of V group was the highest (32.86%), followed by the IV group (26.04%), group III (23.36%), II group (22.67%), I group (20.70%), the degree of impaired waterbody tended to be inversely proportional to the flow rate. Resulted from cumulative flow frequency group of impaired water quality assessment, 13 unit watersheds are impaired from a group IV and group V affected by point sources. Therefore, improvement of sewage discharge and the initial composition of the riparian buffer zone are needed. Nakbon F, Namkang D and Namkang E within 13 unit watersheds are impaired from group II and III affected by non-point sources. Therefore, application of Best Management Practices (BMPs) is needed for these watersheds. Evaluation of impaired waterbody using Cumulative flow frequency group is able to determine the extent of the judgment to TWQ exceeded by the flow conditions and helps proper setting Standard flow and planning pollutant reduction for TMDL.

• 한국물환경학회지
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• 제25권1호
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• pp.58-68
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• 2009

Low impact development (LID) technique is relatively new concept to reduce surface runoff and pollutant loading from land cover by attempting to match predevelopment condition with various integrated management practices (IMPs). In this study, computational model for designing and evaluating LID, named LIDMOD, was developed based on SCS-CN method and applied at Andong bus terminal to evaluate LID applicapability and design retention/detention area for volume or peak flow control. LIDMOD simulated with 21 years simulation period that yearly surface runoff by post-development without LID was significantly higher than that with LID showing about 2.8 times and LID could reduce efficiently yearly surface runoff with 75% reduction of increased runoff by conventional post development. LIDMOD designed detention area for volume/peak flow control with 20.2% of total area by hybrid design. LID can also efficiently reduce pollutant load from land cover. Pollutant loads from post-development without LID was much higher than those from pre-development with showing 37 times for BOD, 2 times for TN, and 9 times for TP. Pollutant loads from post-development with LID represented about 57% of those without LID. Increasing groundwater recharge reducing cooling and heating fee, creating green refuge at building area can be considered as additional benefits of LID. At the point of reducing runoff and pollutant load, LID might be important technique for Korean TMDL and LIDMOD can be useful tool to calculate unit load for the case of LID application.

• 한국농공학회논문집
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• 제48권6호
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• pp.89-100
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• 2006

In order to estimate delivered nutrients load from non-point sources in the Gap stream watershed in Daejeon, a distributed watershed model SWAT2000 was used so that it could predict the impact of land management practices on water, sediments and chemicals yields in large complex watersheds with varing soils, land uses and management condition over long period of time. The SWAT2000 was applied to the Daejeon (Indong), Yudeung (Boksu) and Gap (Hoeduck) streams for TMDL (Total Maximum Daily Load) of nutrients. The observed water quality and streamflow data of the year of 2002 and 2003 were used for calibration, and those of the year 2004 and 2005 were used for validation. Simulated results were evaluated by Estimation Efficiency Analysis (COE), Regression Analysis $(R^2)$ and Relative Error (R.E.) for the nutrients amounts on the monthly and yearly basis by comparing observed load with estimated load obtained by using SWAT2000 simulations. The COE value fur T-N was ranged from 0.59 to 0.78, $R^2$ values for T-N ranged from 0.65 to 0.84, and R.E values fur T-N load ranged from 4% to 20%. COE value far T-N was ranged from 0.59 to 0.73, $R^2$ values for T-P ranged from 0.67 to 0.82, and R.E values for T-P load ranged from 3% to 25%. Estimated results of SWAT2000 simulation for 3 sites (Indong, Boksu, Hoedeok) were reasonably satisfactory. This study indicated that SWAT2000 model could be applicable to estimate the nutrients load from the Gap stream watershed in Korea.

• 한국수자원학회논문집
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• 제46권4호
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• pp.345-359
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• 2013

TMDL에서 효율적이고 체계적인 수질관리를 위하여 하천 네트워크 공간자료 구축 및 이를 이용한 GIS기반의 수질모델링, 자료관리, 공간분석 등이 요구된다. 본 연구에서는 국내 하천 네트워크에 관한 프레임워크 데이터로서 TMDL 실무에서 다양한 활용이 가능하도록 KRF (Korean Reach File) 설계안을 개선하여 제시하는 것을 목표로 하였다. 이를 위해 우선 미국 EPA RF(River Reach File) 사례를 검토하였고, EPA RF 설계 내역을 참고하여 개선된 KRF의 도형 및 속성 설계안을 제시하였다. 결과 검증을 위해 한강수계를 대상으로 KRF를 시범 구축하였으며, 총2,047개의 stream reach 분할이 가능하였고, 총 2,048개 지점에 대한 노드 생성이 가능하였다. 각 공간객체에 대한 고유식별자가 중복 없이 입력됨이 확인되었고, 이를 통해 유관 DB와의 자료연계에도 KRF가 활용될 수 있을 것으로 판단되었다. 또한 KRF에 위상정보가 강화되어 입력됨에 따라 향후 다양한 네트워크 분석에도 활용이 가능할 것으로 판단되었다. 향후에는 KRF를 이용한 수질모델링 및 자료관리, 공간분석 등 다양한 TMDL 실무 활용에 대한 연구가 필요하다.

• 한국물환경학회지
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• 제23권4호
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• pp.429-433
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• 2007

Many researchers have made a study of NPS unit-loads and the scientific evaluation method which need for formulating and enforcing a Total Maximum Daily Load (TMDL) management system and modifying a pollutant discharge loadings function. Some showed the event mean concentration (EMC) on single land-use. For the most parts, as the results showed on multiple land-uses, those cannot be used for NPS unit-loads calculation. NPS runoff shows various phenomena depending on rainfall monitoring data, therefore sampling methods and frequency for NPS monitoring must be different from the general monitoring for water quality trend assessment.

• 한국철도학회논문집
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• 제8권1호
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• pp.15-20
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• 2005

The ministry of Environment, Korea, are designing the TMDL(Total Maximum daily Load) program far 4 major large rivers to improve water quality from possible pollutants. It can be successfully performed as controling of nonpoint pollutants from watershed area. Railway stations are stormwater intensive land use because of high imperviousness and high pollutant mass emissions from various activities. Especially the metal pollutants from the railway station were recognized as an important pollutants because of its toxicities. In order to characterize the washed-off pollutants. the monitoring were performed on a railway station during storms. Pollutant concentrations are exponentially decreasing during the storm duration. The 95％ confidence interval of pollutant concentrations in an hour storm duration ranges from 61.6 to 115.4mg/L for TSS(mean=88.50mg/L),103.8-244.1mg/L for COD(mean=174 mg/L) and 7.68-17.32mg/L for Oil & Grease(mean=12.5mg/L). The ranges of metals were 39.2-84.0 $\mu\textrm{g}$/L for total Cu(mean=61.6$\mu\textrm{g}$/L), 14.0-25.8$\mu\textrm{g}$/L for total Pb(mean=19.9$\mu\textrm{g}$/L) and 182.2-376.l $\mu\textrm{g}$/L for total Zn(mean=279.2$\mu\textrm{g}$/L). The first flush criteria for best management practices can be suggested to 50％ pollutant mass emissions during 30％ of the total flow.