• 한국환경복원기술학회지
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• 제9권6호
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• pp.38-51
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• 2006

This study was carried out to improve rehabilitation effect by hydro-seeding methods on denuded slopes. Lespedeza cyrtobotrya, Indigofera pseudotinctoria, Arudinella hirta, Poa pratensis, and Lolium perenne were used in this study. The results of the germination and growth characteristics by seed coating, slope control and soil mulching treatments are summarized here. Seed coating of those plants had an effect on germination ratio, germination force, $LD_{50}$, and seedling growth of stem, leaf and root. The seed coating effect was highest for I. pseudotinctoria while the seedling growth was best for L. cyrtobotrya. Vermiculite+Talcum was the best coating material for germination and seedling growth of the plants. As the slopes were steeper, germination ratio was lower and seedling growth of stem and root decreased. Lots of seeds and soils were swept away when the slope was steep. Soil mulching was effective for germination, seedling growth of stem and root, and soil stabilization. It was more effective when the slope was steeper. Coir net was the most effective soil mulching material n this study.

• 한국대기환경학회지
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• 제33권3호
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• pp.241-250
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• 2017

Recently, there has been growing interest in the emission characteristics and behavior of anthropogenic mercury compounds from emission sources. It is required to establish a standard for reliable mercury measurement method. Therefore, this study has evaluated the applicability of the new measurement method; Continuous Emission Monitoring (US EPA 30A, CEM). In addition, the reliability evaluation was conducted through Ontario Hydro Method (ASTM D6784, OHM) and Sorbent trap method (US EPA Method 30B). As a monitoring result for three months via CEM from cement kiln, the maximum mercury compounds concentration was about $600{\mu}g/Sm^3$. This is because of the various of raw materials and fuel, and the absence of mercury-control device. The mercury compounds concentrations of OHM, Sorbent trap and CEM were 13.64 $(3.33{\sim}32.41){\mu}g/Sm^3$, $13.94(5.97{\sim}23.44){\mu}g/Sm^3$ and $14.68(6.19{\sim}26.75){\mu}g/Sm^3$, respectively. The relative standard deviations (% RSD) of the three methods were 5.1~40.9%. The result of this study suggest that it is possible to apply the CEM in the cement kiln when, QA/QC such as calibration is verified.

• 한국지반공학회논문집
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• 제29권5호
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• pp.65-74
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• 2013

본 연구에서는 우리나라에서 발생된 자연재해 및 급경사지 재해 사망자 현황을 분석하고, 급경사지 붕괴사례를 대상으로 강우특성과 기반암 풍화토에 따른 재해 발생빈도를 분석하였다. 또한, 선행연구에서 제시한 급경사지 붕괴 예측 기준을 고찰하여 한계점을 도출하고, 불포화 무한사면 안정이론을 도입하여 급경사지 붕괴예측 기준으로 활용하고자 하였다. 지반의 경사, 수리적-역학적 특성을 고려할 수 있는 불포화 무한사면의 안정이론을 이용하여 안정해석을 수행하였으며, 산정된 안전율에 안전수준을 나타낼 수 있는 경계기준을 제시하여 급경사지 붕괴예측 기준을 제안하였다. 또한 급경사지 붕괴 위험단계에 해당하는 강우량을 Intensity-Duration 기준 수식으로 제시하였다.

• 대한토목학회논문집
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• 제28권3D호
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• pp.431-436
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• 2008

최근, GIS기술의 급속한 발전에 따라 다양한 공간 수문 자료들이 속성정보와 결합되어 다루는 것이 가능해졌고, 집중형 유출모형보다 유역 유출량의 시 공간적인 변동을 고려할 수 있는 분포형유출 모형의 구축이 활발하게 연구되고 있다. 본 연구에서는 장기 유출량의 시공간적 분포를 파악할 수 있도록 지표 및 하도흐름해석에 물리적인 운동파(kinematic wave)이론에 근거한 분포형 강우-유출모형을 이용하였다. Hydro-BEAM모형을 근간으로 융설 적설과정 모듈을 추가로 개발하였고, 각종 수문매개변수를 DEM, 토지피복도, 토양도 등의 기본 GIS자료들로 부터 추출, 본 모형의 입력 자료로 사용하였다. 본 모형의 적용성 검증을 위해서 비교적 신뢰할만한 기상자료와 장기간의 수문자료를 보유하고 있는 일본의 쇼나이강 유역(532)을 대상으로 구축하였고, 수문곡선 비교 결과 비교적 재현성 높은 유출 결과를 모의할 수 있었다.

• 한국물환경학회지
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• 제22권1호
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• pp.128-133
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• 2006

The paved areas in nonpoint source are highly polluted landuses because of high imperviousness and high pollutant mass emissions from vehicle activities. Particularly, the metal pollutants are a big issue in the paved area. It is usually washed-off during storms by adsorbing on sediments or soluble status. Therefore, this research was achieved for understanding the characteristics of metal pollutants in stormwater runoff in highways. Five monitoring sites were equipped with an automatic rainfall gage and an automatic flow meter. This manuscripts will summarize the washoff characteristics of metal pollutants and its concentration changes during storms. Usually first flush phenomenon was observed for all of the storm events and visibly confirmed with hydro- and polluto-graphs. Also it was coincided with the tendency of particulates and organic matters. The decrease rate per total reduced amount for metals during initial 30-min storm duration was obtained on 80%. The result may be able to use for determining the economical treatment criteria for stormwater runoff in highways.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2023년도 학술발표회
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• pp.142-142
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• 2023

Humans inevitably and continuously produce wastewater in daily life worldwide. To decrease the degradation of river water bodies and aquatic ecosystem therein, humans have built systems at different scales to collect, drain, and treat household-produced wastewater. Particularly, municipal wastewater treatment plants (WWTPs) with centralized controls have played a key role in reducing loads of nutrients in domestic wastewater for the last few decades. Notwithstanding such contributions, impaired rivers regarding water quality and habitat integrity still exist at the whole river basin scale. It is highly attributable to the absence of dilution capacity of receiving streams and/or the accumulation of the pollutant loads along flow paths. To improve the perspective for individual WWTPs assessment, the first crucial step is to achieve systematic understanding on spatial distribution characteristics of all WWTPs together in a given river basin. By taking the initiative, our former study showed spatial hierarchical distributions of WWTPs in three large urbanized river basins in Germany. In this study, we uncover how municipal WWTPs in the contiguous United States are distributed along river networks in a give river basin. The extended spatial scope allows to deal with wide ranges in geomorphological attributes, hydro-climatic conditions, and socio-economic status. Furthermore, we identify the relation of the findings with multiple factors related to human activities, such as the spatial distribution of human settlements, the degree of economy development, and the fraction of communities served by WWTPs. Generalizable patterns found in this study are expected to contribute to establishing viable management plans for recent water-environmental challenges caused by WWTP-discharges to river water bodies.

• Ecology and Resilient Infrastructure
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• 제11권3호
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• pp.90-99
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• 2024

본 연구에서는 내성천 내 식생사주의 공간적 분포 형태를 분류하고, 이를 기반으로 범용적 적용이 가능한 평면 기하학적 변수를 정의하여 우점 분포 형태의 식생사주 특성을 정량화하였다. 분석 결과, 식생사주의 공간적 분포는 크게 네 가지 유형으로 분류할 수 있었으며, 그 중 식생이 분포하는 교호사주 및 점사주 유형과 하도 내 단일 또는 다수의 식생사주가 식생이 우거진 홍수터와 함께 분포하는 유형이 연구 대상 구간의 90% 이상을 차지하는 것으로 나타났다. 내성천은 비교적 큰 규모의 식생사주가 넓은 간격으로 연이어 분포하거나 중첩된 다수의 소규모 식생사주와 복합적으로 분포하는 경향이 있는 것으로 나타났다. 본 연구에서 도출된 내성천의 정량화된 식생사주의 공간적 분포 특성은 유사한 하천에서의 식생 관리에 중요한 기초 자료로 활용될 수 있을 것이다. 또한, 이러한 식생사주의 평면 기하학적 변수와 공간적 분포 형태에 대한 분석 결과는 홍수 관리와 생태수리학적 연구에서 실제 모습에 가까운 하천의 형태를 모사한 실험 설계가 가능하게 하여 식생사주와 흐름 및 하상변동의 복잡한 상호작용 특성을 해석하는 데 기여할 수 있을 것이다.

• 자원환경지질
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• 제56권5호
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• pp.501-514
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• 2023

산불은 연소 과정에서 다양한 오염물질을 배출하여 심각한 환경 문제를 초래할 수 있다. 최근 지구 온난화와 기후변화의 영향으로 전 세계적으로 산불의 규모와 빈도가 증가하여 환경에 미치는 영향 역시 급증할 것으로 예상된다. 한국은 산불 발생이 빈번한 동해안 지역에 원자력 발전소가 위치하고 있어, 중대 사고에 대비하여 산불 환경에서 방사성 핵종의 거동 특성에 대한 이해가 요구된다. 본 리뷰 논문에서는 산불이 지하수 토양 환경에 가져오는 변화와 오염 특성을 검토하고, 산불로 변화된 지하수 토양 환경에서의 방사성 핵종 거동을 고찰하였다. 특히, 변화된 지중환경의 여러 특성 중 방사성 핵종의 거동에 영향을 미칠 수 있는 요인들을 고려하였으며, 보다 구체적인 메커니즘 이해를 위해 산불이 초래하는 지하수 토양 환경 변화와 오염에 대한 연구의 필요성을 기술하였다.

• 한국환경복원기술학회지
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• 제7권6호
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• pp.61-74
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• 2004

Hydraulic engineers and scientists working on river restoration recognize the need for a deeper understanding of natural streams as a complex and dynamic system, which involves not only abiotic elements(flow, sediments) but also biotic components. From this point of view, the role played by riverine vegetation dynamics and flow conditions becomes essential. Hydro-mechanic interaction between flow and flexible plants covering a river bed is studied in this paper and some previous works are discussed. Measurements of turbulence and flow resistance in vegetated open channel were performed using rigid and flexible tube. Measuring detailed turbulent velocity profiles within and above submerged and flexible stems allowed to distinguish different turbulent regimes. Some interesting relationships were obtained between the velocity field and the deflected height of the plants, such as a reduced drag coefficient in the flexible stems. Turbulent intensities and Reynolds stresses were measured showing two different regions : above and inside the vegetation domain. In flexible vegetated open channel, the maximum values of turbulent intensities and Reynolds stresses appear above the top of canopy. Method to predict a flow resistance in flexible vegetated open channel is developed by modifying an analytical model proposed by Klopstra et al. (1997). Calculated velocity profiles and roughness values correspond well with flume experiments. These confirm the applicability of the presented model for open channel with flexible vegetation. The new method will be verified in the real vegetated conditions in the near future. After these verifications, the new method should be applied for nature rehabilitation projects such as river restorations.

• 한국물환경학회지
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• 제36권1호
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• pp.14-28
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• 2020

Future climate change may affect the hydro-thermal and biogeochemical characteristics of dam reservoirs, the most important water resources in Korea. Thus, scientific projection of the impact of climate change on the reservoir environment, factoring uncertainties, is crucial for sustainable water use. The purpose of this study was to predict the future water temperature and stratification structure of the Soyanggang Reservoir in response to a total of 42 scenarios, combining two climate scenarios, seven GCM models, one surface runoff model, and three wind scenarios of hydrodynamic model, and to quantify the uncertainty of each modeling step and scenario. Although there are differences depending on the scenarios, the annual reservoir water temperature tended to rise steadily. In the RCP 4.5 and 8.5 scenarios, the upper water temperature is expected to rise by 0.029 ℃ (±0.012)/year and 0.048 ℃ (±0.014)/year, respectively. These rise rates are correspond to 88.1 % and 85.7 % of the air temperature rise rate. Meanwhile, the lower water temperature is expected to rise by 0.016 ℃ (±0.009)/year and 0.027 ℃ (±0.010)/year, respectively, which is approximately 48.6 % and 46.3 % of the air temperature rise rate. Additionally, as the water temperatures rises, the stratification strength of the reservoir is expected to be stronger, and the number of days when the temperature difference between the upper and lower layers exceeds 5 ℃ increases in the future. As a result of uncertainty quantification, the uncertainty of the GCM models showed the highest contribution with 55.8 %, followed by 30.8 % RCP scenario, and 12.8 % W2 model.