• 한국물환경학회지
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• 제31권6호
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• pp.732-738
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• 2015

Water quality in four major river basin in Korea was managed with Total Maximum Daily Load (TMDL) System. The unit watershed in TMDL system has been evaluated with Target Water Quality (TWQ) assessment using average water quality, without considering its volume of water quantity. As results, although unit watershed are obtained its TWQ, its allocated loads were not satisfied and vice versa. To solve these problems, a number of TWQ assessments with using Load Duration Curve (LDC) have been studied at other watersheds. The purpose of this study was to evaluate achievement of TWQ with Flow Duration Curve (FDC) and Load Duration Curve(LDC) at 26 unit watersheds in Han river basin. The results showed that achievement rates in TWQ assessment with current method and with LDC were 50~56 % and 69~73%, respectively. Because of increasing about 20% of achievement rates with using LDC, the number of exceeded unit watershed at Han river Basin was decreased about 4~6 unit watersheds.

• 한국물환경학회지
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• 제29권1호
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• pp.66-73
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• 2013

Total Maximum Daily Loads (TMDLs) system was introduced to manage pollution load of watershed and to improve water quality of unit watershed so that it is possible to protect dringking water soureces. Load allocation observation is the most important factor in TMDLs system. Because if load allocation is not observed, it is difficult to achieve water quality goal of unit watershed. Also it is impossible to improve water quality of the drinking water sources. Therefore it is necessary to apply some kind of sanctions (penalty) in case of excess of load allocation. The sanctions have to be, however, applied differently based on various reduction plan types, i.e., using the reduction load planed in 2nd phase, delay the completion, additional reduction in 2nd phase, error of the pollution sources, etc. Moreover, the penalty load should be properly imposed, lest it should be overburden the provence. The reduction load trade inter province must be restrictively permmitted only the same unit watershed.

• 한국습지학회지
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• 제14권1호
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• pp.89-99
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• 2012

본 연구는 GIS을 활용하여 마산만 특별관리해역 통합관리시스템의 일환으로 마산만의 점 비점오염원 관리시스템을 개발하여 마산만 연안오염총량관리 체제를 보다 체계적이고 과학적으로 이용할 수 있도록 시스템을 구축하였다. 마산만 유역의 오염원 관리에 GIS를 이용한 결과 각 행정구역별 오염원 현황 및 발생 오염부하량의 비교가 가능하였고, 오염부하 산정프로그램을 구축함으로써 배출원별 인구현황, 생활계 물사용량, COD/TN/TP 발생부하량과 배출부하량 등의 오염원 부하량을 행정구역별, 연도별, 용도별로 산정할 수 있었다. 또한 대용량의 속성, 공간자료를 활용함에 있어 시간적, 경제적 노력을 최소화함은 물론 체계적이고 효과적인 마산만 연안오염총량 관리가 가능하여 정책 수립 시 신속한 의사결정에 대한 기여도가 높을 것으로 예상된다. 이 연구결과를 바탕으로 과학적이고 효율적인 점 비점오염원에 관련된 정보와 이에 대한 체계적 관리를 도모하고// 부하량 산정프로그램을 이용하여 오염부하량 변화에 따른 향후 오염원 예측이 가능하도록 유역관리 시스템을 보완해야 할 것이다.

• 상하수도학회지
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• 제19권5호
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• pp.547-556
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• 2005

The objective of this study is to obtain adequate intercepting flow during wet weather conditions in combined sewer system. Two study sites are selected under considering different population density, one is developed area with heavy urbanization. Another is recently developing area. In the analysis of field investigation, SS was most significant in initial flushing effects compared with other factors and showed the result with the order of COD, TP, TN. As compared with event mean concentration(EMC) of runoff, BOD, TN and TP showed high concentrations in wide area with relatively large population density. It is by the reason that much pollution load was discharged to receiving water from urbanized area during wet period. According to results of storm-water modeling, 53% of total COD and 52% of total SS pollution load were discharged to receiving water by overflow than intercepting capacity in middle population density site. Also, in the urbanized area, pollution load was discharged to receiving water by 49% of total COD and 77% of total SS. These results can be applied to setup for pollution load flow(budget) generation, collection, treatment and discharging in order to obtain adequate intercepting flow.

• 환경영향평가
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• 제17권2호
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• pp.125-132
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• 2008

It is desirable that implementation assessment (IA) should be carried out efficiently in order to make successful progress of Total Maximum Daily Load (TMDL) in watershed management. There are many difficulties in the process of the implementation assessment because of the early stage in the application of TMDL in Korea. This study reviewed the present status of IA and proposed the methodology of its improvement such as flexible application of TMDL ledger, and standardization of assessment index and criteria. The deficient time for assessment period could be corrected by the consideration of the post-procedure after the submission of IA report.

• 한국습지학회지
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• 제11권1호
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• pp.75-82
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• 2009

기존의 하천 수질을 규제하던 농도규제방식은 오염부하의 양적증가를 통제할 수 없어 수질개선에 한계성을 지니고 있었다. 수질오염총량관리제도는 폐수 중 오염물질의 총량을 규제하여 환경기준을 달성할 수 있는 허용부하량 이내로 배출 오염물질의 총량을 할당, 규제할 수 있다. 수질오염총량관리제도의 하수발생량 산출시 실측한 값을 사용하지 않고 오염원별 발생원단위를 곱하여 산출하여 실측한 data를 이용한 산출값과 차이가 있다. 수질오염총량관리에 의한 산출결과를 보면 건기시 관거유입량 $26,460.9m^3$/d, 관거이송유량 $17,778.6m^3$/d로 실측한 data를 이용하여 산출한 관거유입량 $17,106.1m^3$/d, 관거이송유량 $19,033.9m^3$/d로 차이가 났으며, 우기시의 경우 수질오염총량관리에 의한 관거유입량 $49,512.2m^3$/d, 관거이송유량 $18,628.7m^3$/d로 실측한 data를 이용하여 산출한 관거유입량 $30,918.2m^3$/d, 관거이송유량 $19,700.7m^3$/d로 차이가 났다. 오염 부하량의 기초값인 하수발생량이 실측한 하수발생량과 차이를 보여 효율적인 제도 수행에 문제점이 있는 것으로 판단된다.

• 한국물환경학회지
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• 제32권4호
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• pp.349-356
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• 2016

Total Maximum Daily Loads (TMDLs) System has been used to improve water quality in the Youngsan·Tamjin river basin since 2004. The Basic Policy of TMDLs sets up the standard flow based on the average dry condition or mid-range flow during the last 10 years. However, Target Water Quality (TWQ) assessment on TMDLs has been used to evaluate water quality through eight-day intervals over 36 times a year. The results for allocation evaluation and target water quality evaluation were different from each other in the same unit watershed during the first period. In order to improve the evaluation method, researchers applied Load Duration Curve (LDC) to evaluate water quality in nine unit watersheds of the Youngsan·Tamjin river basin. The results showed that achievement rates of TWQ assessment with the current method and LDC were 67~100% and 78~100%, respectively. Approximately 11% of the achievement rates with use of LDC were higher than those with use of the current method. In conclusion, it is necessary to review the application of the LDC method in all Four Major River Watersheds.

• 한국물환경학회지
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• 제26권4호
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• pp.598-607
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• 2010

One of constraints in the application of unit-load method to estimate non-point pollution loads in the total water pollutant load management system (TWPLMS) is the limited numbers of applicable unit-loads. Since only 7 unit-loads are currently available for total 28 land-use categories in the national land register data, each unit-loads inevitably have to represent several land-use categories regardless of their actual land coverage characteristics. As a way to minimize the problem, this study suggested a nested application of the available unit-loads based on the analysis of high resolution aerial images taken in the Kyeongan watershed. Statistical analysis of three selected land-use categories such as school, apartment complex, and golf course showed that there exit significant (95% confidence level) relationships between the registered land-uses and actual land coverages. The school and apartment complex currently considered as 100% ground have only 65% and 80% of ground characteristics, respectively. Golf course, which is considered as 100% pasture, has about 5% of ground area. This indicates that the unit-load method using in TWPLMS can give over estimated non-point pollutant loads for the school and apartment complex (19.8~54.4%) but under estimation for the golf course (80.9%).

• 한국물환경학회지
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• 제30권4호
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• pp.418-428
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• 2014

The purpose of this study is to predict the spatio-temporal changes in land uses and to evaluate land-based pollutant loads in the future under Total Water Pollution Load Management System using CLUE-S model. For these ends, sensitive parameters of conversion elasticities in CLUE-S model were calibrated and these calibrated parameters of conversion elasticities, level II land cover map of year 2009, and 7 driving factors of land use changes were used in predicting future land uses in 2002 with two scenarios(Scenario 1: non area restriction, Scenario 2: area restriction). This projected land use map of 2020 was used to estimate land-based pollutant loads. It was expected that urban areas will increase in 2020 from both scenarios 1 and 2. In Scenario 1, urban areas are expected to increase within greenbelt areas and deforest would be expected. Under Scenario 2, these phenomena were not expected. Also the results of estimation of BOD and TP pollutant loads, the BOD difference between scenarios 1 and 2 was 719 kg/day in urban areas and TP difference was 17.60 kg/day in urban areas. As shown in this study, it was found that the CLUE-S model can be useful in future pollutant load estimations because of its capability of projecting future land uses considering various socio-economic driving factors and area-restriction factors, compared with conventionally used land use prediction model.

• 한국물환경학회지
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• 제27권3호
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• pp.293-299
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• 2011

The quantity of a discharge load can change with changes in rainfall in the area with a combined sewer system (CSS). To evaluate the implementation appropriately in the management of total maximum daily loads (TMDLs), the effects of rainfall changes should be considered in the estimation of the discharge load. The rainfall condition for the estimation of the discharge load in a certain year should be standardized to the same rainfall condition as that of the reference year. However, the calculation process is very complicated with its potential limitations. This study investigated and developed relatively simple methods for estimating the discharge load. Load conversion method (LCM) is designed to convert the discharge load under the current rainfall condition into that of the reference rainfall conditions. Simple rainfall data method (SRDM) is to simplify the estimation process of the discharge load by the simple conversion of rainfall data. These methods were applied to calculate the discharge load and examine the estimation results. From the results of this study the application of these methods may be useful for estimating the discharge load in the TMDL process.