• 한국물환경학회지
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• 제39권4호
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• pp.316-328
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• 2023

In this study, the characteristics of nonpoint pollutant outflow and contribution rate of pollution in Songya-stream mainstream and tributaries were analyzed. Further, water pollution management and improvement measures for pollution-oriented rivers were proposed. An on-site investigation was conducted to determine the inflow of major pollutants into the basin, and it was found that pollutants generated from agricultural land and livestock facilities flowed into the river, resulting in a high concentration of turbid water. Based on the analysis results of the pollution load data calculated through actual measurement monitoring (flow and water quality) and the occurrence and emission load data calculated using the national pollution source survey data, the S3 and S6 were selected as the concerned pollution tributaries in the Songya-stream basin. Results of cluster analysis using Pearson correlation coefficient evaluation and Density based spatial clustering of applications with noise (DBSCAN) technique showed that the S3 and S6 were most consistent with the C2 cluster (a cluster of Songya-stream mainstream owned area) corresponding to the mainstream of Songya-stream. The analysis results of the major pollutants in the concerned pollution tributaries showed that livestock and land pollutants were the major pollutants. Consequently, optimal management techniques such as fertilizer management, water gate management in paddy, vegetated filter strip and livestock manure public treatment were proposed to reduce livestock and land pollutants.

• 자원환경지질
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• 제55권6호
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• pp.563-570
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• 2022

이 조사는 지상에 존재하는 지하수의 잠재오염원(저장탱크)으로부터 오염물질 누출 시, 이를 조기 진단하기 위한 지하수 오염관측망의 설계 인자로서 부지 규모 지하수환경의 시공간적 변동성을 파악하고자 시행되었다. 부지 내 위치한 저장탱크 주변에 22~25 m 심도로 3개의 관측공을 설치하고, 이들로부터 약 22개월 동안 2분 간격으로 지하수위와 수온 변화를 관측하였으며, 이 자료는 주변 기상관측소의 강수 및 기온 자료와 비교 분석되었다. 조사기간 동안 지하수위의 연 변화와 강수 현상에 대한 반응, 지하수온의 변동과 기온에 대한 지연시간 등은 비교적 작은 규모의 부지에서도 지하수 흐름과 유동 경로의 복잡성을 지시한다. 따라서 오염누출 감시를 위한 지하수 관측망은 상세한 부지특성화 조사 결과에 근거하여 부지 지하수환경의 복잡성을 충분히 고려하여 설계되어야 한다.

• 자원환경지질
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• 제55권6호
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• pp.701-716
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• 2022

This study investigated the distribution behaviors of PM2.5 and PM10 at two air quality monitoring sites, Go-eup (GO) and Backseokeup (BS), located in Yangju City, South Korea. The amounts of emissions sources of pollutants were analyzed based on the Clean Air Policy Support System (CAPSS), and the contribution rates of neighboring cities were enumerated in Yangju. Yangju has a geological basin structure, and it is a city with mixed urban and rural characteristics. The emission concentration of particulate matter was affected by geological and seasonal factors for all sites observed in this study. Therefore, these factors should be considered when establishing policies related to particulate matter. Because the official GO and BS station sites in Yangju are both situated in the southern part of the city, the representativeness of both stations was checked using correlation analysis for the measurement of PM2.5 and PM10 by considering two more sites-those of Bongyang-dong (BY) and the Gumjun (GJ) industrial complex. The data included discharge amounts for business types 4 and 5, which were not sufficiently considered in the CAPSS estimates. Because the 4 and 5 types of businesses represent over 92.6% of businesses in this city, they are workplaces in Yangju that have a significant effect on the total air pollutant emission. These types of businesses should be re-inspected as the main discharge sources in industry, and basic data accumulation should be carried out. Moreover, to manage the emission of particulate matter, attainable countermeasures for the main sources of these emissions should be prepared in a prioritized fashion; such countermeasures include prohibition of backyard burning, supervision of charcoal kilns, and management of livestock excretions and fugitive dust in construction sites and on roads. The contribution rates by neighboring cities was enumerated between 6.3% and 10.9% for PM2.5. Cooperation policies are thought to be required with neighboring cites to reduce particulate matter.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2021년도 학술발표회
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• pp.129-129
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• 2021

Constructed wetlands (CW) are artificially developed wetlands that are used to control water pollution. In central India, the field application of CW started on the late 1990s but are mostly focused on wastewater treatment. In this paper, different existing and experimental studies on constructed wetlands were reviewed to be able to determine the current status of wetlands in India to identify the type of CW that is more suitable in managing a specific target pollutant and type of wastewater. Wetlands were categorized into three types: vertical flow, horizontal flow, and hybrid while the wastewater were classified as domestic and industrial. Based on the review, 80% of constructed wetlands are used for treating domestic wastewater while 20% are treating industrial wastewater. Inflow analysis showed that industrial wastewater in hybrid constructed wetland produced the highest average concentration for parameters like COD (2851 mg/L) and BOD (5715 mg/L) while the lowest concentration was TN (13.97 mg/L) found in municipal wastewater. In terms of removing nonpoint source pollutants, it was revealed that vertical flow constructed wetlands (VFCW) are more effective at removing TSS and BOD as compared to horizontal flow constructed wetlands (HFCW) and hybrid constructed wetlands (HCW). HCW were found to be capable of efficiently removing COD and TN. Meanwhile, HFCW showed the highest TP removal among all the types of wetlands. In addition, VFCW were more effective for domestic wastewater while HCW are more effective for treating industrial wastewater. Lastly, there is currently a need to conduct further research on constructed wetlands for industrial wastewater as well as stormwater treatment to be able to gather more data and improve wetland design, performance, and maintenance.

• 한국농공학회논문집
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• 제65권5호
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• pp.25-35
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• 2023

The estuary reservoir is a major source of agricultural water in Korea; for effective and sustainable water resource management of the estuary reservoir, it is crucial to comprehensively consider various water resource factors, including water supply, flood, and pollutant management, and analyze future runoff changes in consideration of environmental changes such as climate change. The objective of this study is to estimate the impact of future climate change on the runoff characteristics of an estuary reservoir watershed. Climate data on future Shared Socioeconomic Pathway (SSP) scenarios were derived from two Global Climate Models (GCMs) of the Coupled Model Intercomparison Project phase 6 (CMIP6). The Hydrological Simulation Program-Fortran (HSPF) was used to simulate past and future long-term runoff of the Ganwol estuary reservoir watershed. The findings showed that as the impact of climate change intensified, the average annual runoff in the future period was higher in the order of SSP5, SSP3, SSP1, and SSP2, and the ratio of runoff in July decreased while the ratio of runoff in October increased. Moreover, in terms of river flow regime, the SSP2 scenario was found to be the most advantageous and the SSP3 scenario was the most disadvantageous. The findings of this study can be used as basic data for developing sustainable water resource management plans and can be applied to estuary reservoir models to predict future environmental changes in estuary reservoirs.

• 한국습지학회지
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• 제18권1호
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• pp.24-31
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• 2016

도시화에 따른 불투수면 증가로 인한 자연적 물순환 시스템 왜곡 현상과 더불어 불투수면에 축적된 다양한 오염물질은 강우 시 유역 및 하천으로 유입되어 다양한 오염을 일으킨다. 특히 대부분의 강우가 여름철에 집중되는 국내 계절적 특성은 집중호우에 따른 비점오염물질의 수계 과대 유입에 대한 우려를 높이고 있어, 이를 효과적으로 처리하고 재이용하기 위한 다양한 형태의 빗물처리 및 재이용 시설에 대한 연구가 필요하다. 이를 위해 본 연구에서는 강우시 지붕 유출수의 오염특성을 파악하고, 강우 초기 고농도 빗물 유출수를 효과적으로 처리하기 위한 소규모의 빗물정원 포함 형태의 빗물처리시설을 구성하였으며, 처리시설에 포함된 빗물정원에서의 오염물질 처리 효율을 높이기 위해 실험실 규모의 인공강우를 이용한 다양한 여재 구성 오염물질(TN, TP, CODcr) 제거율 실험을 실시하였다. 이를 통해 제거효율이 가장 높은 피트머스(Peatmoss)와 자갈, 모래를 구성된 빗물정원을 시범유역에 설치하여 오염물질 제거효율을 측정하였다. 2015년 6월 ~ 7월까지 4회의 실제 강우에 대한 강우사상별 시간별, 강우사상별, 농도별 오염물질 제거율을 분석 한 결과 강우강도가 높거나 강우량이 커질수록 고농도의 오염물질이 빗물처리시설 내 빗물정원으로 유입되었으며, 분석 결과 오염물질의 제거율은 저농도 일 때 보다 고농도 일 때 더 높은 것으로 나타났다. 대규모의 빗물처리시설을 설치하기 어려운 도심지에서, 위와 같은 소규모 시설을 효과적으로 활용 한다면, 도시 유역에서 강우시 발생하는 초기세척효과에 의한 비점오염 형태의 오염물질 유입을 차단해 오염물질 부하를 저감하는데 효과적으로 활용 될 수 있을 것으로 판단되며, 나아가 도서 지역내 용수공급을 위한 소규모 재이용 시설로도 활용 가치가 있을 것으로 판단된다.

• 한국축산시설환경학회지
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• 제15권3호
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• pp.225-230
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• 2009

양돈농가에서의 계절별 돈사배출수 발생량 재설정을 위하여 돈사내에서 스크레퍼 및 인력으로 돈분을 분리수거하여 분은 퇴비화하고 배출수는 활성오니법을 이용하여 정화처리하고 있는 농가를 5 농가를 선정하여 돈사배출수량 및 배출수의 특성을 조사한 결과는 다음과 같다. 1. 양돈농가에서의 세정수 발생량 재선정을 위하여 선정된 농가의 평균 돼지 사육두수는 1,718.9두/호 였으며 돼지분뇨처리는 돈사내에서 스크레퍼 또는 인력에 의해 돈분뇨를 수거하고 있었다. 2. 양돈농가에서 매일 돼지두당 발생되는 돈사배출수 발생량은 4계절 평균 돈사배출수량 약 $2.49{\ell}$/두/일 였으며, 여름철에 $2.65{\ell}$/두.일로 가장 많이 발생되었고, 겨울철에는 $2.35{\ell}$/두.일로 여름철에 비하여 일일 두당 $0.30{\ell}$/두/일가 적은 것으로 조사되었다(p<0.05). 이는 기존의 돼지분뇨배출원 단위중 세정수 발생량 $4.4{\ell}$/head/day 보다 약 43%가 감소된 것으로 조사되었다. 3. 조사농가의 계절별 세정수 발생량의 경우에도 조사농가마다 발생량이 차이가 나는 것으로(p<0.05) 조사되었으며, 농가별로도 평균 세정수 발생량이 조사 A 농가는 $1.79{\ell}$/두/일, 농가 B $2.67{\ell}$/두/일, 농가 C $2.42{\ell}$/두/일, 농가 D 3.33 및 조사 E 농가의 경우에는 $2.16{\ell}$/두/일으로 조사농가마다 돼지의 사육방법 및 관리방법 등에 따라서 세정수 발생량이 크게 차이가 나는 것으로 조사되었다. 4. 조사농가에서의 수거된 세정수의 평균 BOD는 평균 $4,68{\pm}325\;mg/{\ell}$였으며, 계절에 따라 BOD의 농도 차이가 나는 것으로 조사되었다. 5. 계절별로는 겨울철이 $5,257{\pm}394\;mg/{\ell}$로 봄, 여름, 가을에 비하여 높았으며, SS 평균농도는 $2,122{\pm}279\;mg/{\ell}$로 조사되었으며, 가을철에 채취된 시료에서 조사농가 평균 $1,925{\pm}370\;mg/{\ell}$으로 가장 낮은 수치를 보였으나 통계적으로 유의적인 차이를 보이지는 않았다(p<0.05) 6. 그리고 pH는 평균 $7.2{\pm}0.1$로 정상적인 수치로 조사되었으며, 겨울철이 $7.4{\pm}0.1$로 여름철의 성적인 $7.1{\pm}0.1$ 보다 약간 높은 것으로 조사되었다. 7. 또한 비료성분인 질소(T-N)은 $3,238{\pm}227\;mg/{\ell}$으로 조사되었으며, 봄철에 질소농도가 $2,260{\pm}130\;mg/{\ell}$로 조사되어 여름 $3,581{\pm}159\;mg/{\ell}$ 및 가을철 $3,428{\pm}240\;mg/{\ell}$ 및 겨울철 $3,685{\pm}277\;mg/{\ell}$ 보다 낮은 것으로 조사 되었다. 8. 그리고 인(T-P)의 함량은 평균 $118{\pm}17\;mg/{\ell}$으로 조사되었으며, 계절별로는 여름철이 $70{\pm}13\;mg/{\ell}$으로 가장 낮은 것으로 조사되었다.

• 환경영향평가
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• 제27권4호
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• pp.353-366
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• 2018

본 연구의 목적은 임진강 수질오염총량관리제도를 위한 단위유역의 2012년 1월부터 2016년 12월까지 유량과 수질자료를 통계분석기법에 이용하여 수질특성을 평가하는 것이다. 유량과 수질은 평균 8일 간격으로 측정하였으며 11개 항목을 상관분석, 주성분 분석, 요인분석, 군집분석에 사용하였다. 군집분석의 결과 공간변화에 따라 자연형 하천, 도시형 하천, 점오염원 영향이 큰 지점 등으로 3개의 그룹으로 분류되었으며, 오염원의 종류와 수질 유사성이 군집 분류에 영향을 미치는 것으로 나타났다. 일원 분산분석과 사후검정을 이용하여 군집간의 평균사이에는 통계적으로 유의한 수준의 차이가 있는 것으로 나타났다. 상관분석에서 $COD_{Mn}$와 TOC의 상관계수가 0.951(p<0.01)로 상관성이 통계적으로 유의하게 높게 나타났다. 주성분 분석 결과 3개의 주성분으로 전체 수질특성의 72%를 설명할 수 있으며 요인분석에서 주요 요인은 EC, $BOD_5$, $COD_{Mn}$, TN, TP, TOC 항목으로 나타나 유기물과 영양염류 간접지표가 수질에 영향을 미치는 것으로 나타났다. 본 연구에서 요인점수를 다중 선형회귀분석에 적용하여 회귀 방정식을 제시하고 임진강 유역 수질관리에 유기물 및 영양염류 간접지표 항목의 관리가 중요하다고 판단된다.

• 한국물환경학회지
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• 제34권1호
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• pp.1-9
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• 2018

In this study, the load of the river was calculated by using the actual data of the Yeong-bon C1, Yeong-bon C2, Yeong-bon C3 monitoring points of the Yeong-san river watershed to determine the excess. As a result, the BOD is 75.83 % at the Yeong-bon C1 and the five-year average value is higher than at other points. The Yeong-bon C3 was 72.15 % and Yeong-bon C2 was analyzed as 68.78 %. The five-year average of the T-P was 71.95 % for the Yeong-bon C2 and 69.86 % for the Yeong-bon C3 and 69.16 % for Yeong-bon C1; these levels exceeded the target water quality standards of 50 %. As a result of analyzing the pollutant load, we found that the Yeong-bon C1 has been highly affected by the nonpoint pollution source because the excess rate is high in the upper section of the flow rate. The Yeong-bon C2 showed a high excess rate in the lower part of the flow rate, and it was estimated that the influence of the point pollution source was large. The excess rate of the Yeong-bon C3 is small in the interval deviation, and it was evaluated as being affected by both point and non-point pollution sources. The TMDL monitoring network data were used to estimate the exceed ratio for the target water quality assessment, and the implementation evaluation was made by the flow exceedance probability interval to analyze the monitoring data so that the data could be utilized according to the purpose of the measurement network.

• 한국지하수토양환경학회지:지하수토양환경
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• 제20권7호
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• pp.80-89
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• 2015

Nitrate is on the most seriou pollutant encountered in shallow groundwater aquifer in agricultural area. There are various remediation technologies such as ion exchange, reverse osmosis, and biological denitrification to recover from nitrate contamination. Biological denitrification by indigenous microorganism of the technologies has been reviewed and applied on nitrate contaminated groundwater. In this work, we selected the site where the annual nitrate (NO₃⁻) concentration is over 105 mg/L and evaluated denitrification process with sampled soil and groundwater from 3 monitoring wells (MW4, 5, 6). In the results, the nitrate degradation rate in each well (MW 4, 5, and 6) was 25 NO₃⁻ mg/L/day, 6 NO₃⁻ mg/L/day, and 3.4 NO₃⁻ mg/L/day, respectively. Nitrate degradation rate was higher in batch system treated with 2 times higher fumarate as carbon source than control batch system (0.42M fumrate/1M NO₃⁻), comparing with batch system with soil sample. This result indicates that increase of carbon source is more efficient to enhance denitrification rate than addition of soil sample to increase microbial dynamics. In this work, we also confirmed that monitoring method of functional genes (nirK and nosZ) involved in denitrification process can be applied to evaluated denitrifcation process possibility before application of field process such as in-situ denitrification by push-pull test.