• 제목/요약/키워드: Water Quality Modeling

검색결과 444건 처리시간 0.026초

The Effects of DEM Resolution on Hydrological Simulation in BASINS-HSPF Modeling

  • Jeon, Ji-Hong;Yoon, Chun-Gyung
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.453-456
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    • 2002
  • In this study, the effect of DEM resolution (15m, 30m, 50m, 70m, 100m, 200m, 300m) on the hydrological simulation was examined using BASINS (Better Assessment Science Integrating point and Nonpoint Source) for Heukcheon watershed (303.3km2) data from 1998 to 1999. Generally, as the cell size of DEM increased, topographical changes were observed as the original range of elevation decreased. The processing time of watershed delineation and river network needed more time and effort on smaller cell size of DEM. The larger DEM demonstrated had some errors in the junction of river network which might effects on the simulation of water quantity and quality. The area weighted average watershed slope became lower but the length weighted average channel slope became higher as the DEM size increased. DEM resolution affected substantially on the topographical parameter but less on the hydrological simulation. Considering processing time and accuracy on hydrological simulation DEM mesh size of 100m is recommended for this watershed.

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1차원 현장 soil column 실험을 통한 SAT 반응 모델 검증

  • 김정우;;차우석;최희철
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2003년도 추계학술발표회
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    • pp.83-86
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    • 2003
  • Soil Aquifer Treatment (SAT) is a technique in which secondary- or tertiary-treated wastewater is infiltrated through unsaturated soil and stored in the saturated zone. In SAT, contaminants are removed by physical and biochemical reactions taking place in soils. In this study, a numerical model was developed to predict changes in water quality during SAT operations. The contaminant species considered in the model were ammonium, nitrate, dissolved organic carbon, and dissolved oxygen. The model was calibrated against experimental data obtained from one dimensional soil column tests conducted for 84 days. The calibrated model will be used to find out optimum conditions for the pilot- and regional-scale SAT operations to be scheduled for the next phase of this project.

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A Numerical Modelling for the Prediction of Phase Transition Time(Ice-Water) in Frozen Gelatin Matrix by Ohmic Thawing Process

  • Kim, Jee-Yeon;Park, Sung-Hee;Min, Sang-Gi
    • 한국축산식품학회:학술대회논문집
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    • 한국축산식품학회 2004년도 제34차 추계 국제 학술대회
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    • pp.407-411
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    • 2004
  • Ohmic heating occurs when an electric current is passes through food, resulting in a temperature rise in the product due to the conversion of the electric energy into heat. The time spent in the thawing is critical for product sterility and quality. The objective of this study is to conduct numerical modelling between the effect of ohmic thawing intensity on PTT(phase transition time) at constant concentration and the effect of matrix concentrations on PTT at constant voltage condition. the stronger ohmic thawing intensity resulted in decreasing the PTT. High ohmic intensity causes short PTT. And the higher gelatin concentration, the faster increment of PTT. A numerical modeling was executed to predict the PTT influenced by the power intensity using exponential regression and the PTT influenced by gelatin concentration using logarithmic regression. Therefore, from this numerical model of gelatin matrix, it is possible to estimate exact values extensively.

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공간정보체계를 활용한 뉴욕시 워터프런트 종합계획의 도시계획 특성 분석 - Comprehensive Waterfront Plan을 중심으로 - (An Analysis on the Planning and Design of New York City Waterfront Comprehensive Plan Using the GIS - Focused on the Comprehensive Waterfront Plan in 1992 and 2011 -)

  • 나인수;신은기
    • 한국BIM학회 논문집
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    • 제7권1호
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    • pp.9-17
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    • 2017
  • This study aims at finding issues and ideas of waterfront planning through analysing planning concepts and characteristics of New York City Waterfront Comprehensive Plan(NYC WCP). The first NYC WCP in 1992 divided waterfront area as 4 functional areas which are natural, public, working and redeveloping waterfront. The characteristics of WCP in 1992 are zonning, height, setback, public access, visual corridor, floor area and so forth. After then NYC WCP revision in 2011 intergrated and developed the former plan through the eight visions which are expanding public access, enlivening the waterfront, improving water quality, restoring the natural waterfront, enhancing the Blue Network, improving government oversight and increasing climate resillience. In conclusion, NYC WCP successfully achieved both sufficient capacity of planning concepts and design guidelines for each region.

사면구조 격자를 이용한 이동경계 기법 개발 (Development of the wet and dry treatment using quadtree grids)

  • 김종호;이승오;조용식
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.183-186
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    • 2008
  • All measures to cope with flooding rely on flood predictions to some extent, and the effectiveness of these measures is dependent on the quality of flood predictions. It is important to track properly the movements of the river-bankline in numerical modeling because the location of it varies continuously in the flood inundation. In this study, the wet and dry treatment is used to describe the moving river-bankline accurately (Cho, 1996). An oscillatory flow motion in a parabolic basin is used to validate the performance of the developed model based on quadtree grids. As a result of a simulation, a reasonable agreement is observed with analytical and Cho's results.

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지표수질 모의를 위한 NAPRA WWW 시스템의 적용 (Application of NAPRA WWW for Modeling Surface Water Quality)

  • 임경재;버나드 엥겔;김기성;최중대
    • 농촌계획
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    • 제10권4호
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    • pp.55-64
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    • 2004
  • National Agricultural Pesticide Risk Analysis (NAPRA) WWW 시스템 (http://pasture.ecn.purdue.edu/${\sim}napra$)은 각기 다른 영농방법이 지표수질, 유사, 그리고 지하수질에 미치는 영향을 평가하기 위하여 개발되었다. 이 NAPRA WWW 시스템은 Total Maximum Daily Loads와 같은 수질 요건을 만족시킬 수 있는 최적영농 방법이 무엇인지 찾는데, 그리고 수질측면에서 취약한 지역을 찾아내는데 매우 효율적인 시스템이다. 이 NAPRA WWW 시스템을 이용하여 미국 인디애나주의 수계에 대해서, NAPRA 모의 Nitrogen과 Atrazine 결과를 실측치와 비교하였다. 18개 수계에 대해서 NAPRA 예측 질소값과 실측 질소값을 비교한 결과 $R^2$ 값은 0.51이고, 6개 수계에 대해서 NAPRA 예측 Atrazine값과 실측값을 비교한 결과 $R^2$ 값은 0.87이었다. 이 연구에서 보여지는 바와 같이 NAPRA WWW 시스템은 수계내에서 질소와 Atrazine에 따른 오염지역을 찾아내는데 효율적으로 사용될 수 있는 시스템이다.

A Derivation of Aerosol Optical Depth Estimates from Direct Normal Irradiance Measurements

  • Yun Gon Lee;Chang Ki Kim
    • 신재생에너지
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    • 제20권1호
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    • pp.79-87
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    • 2024
  • This study introduces a method for estimating Aerosol Optical Depth (AOD) using Broadband Aerosol Optical Depth (BAOD) derived from direct normal irradiance and meteorological factors observed between 2016 and 2017. Through correlation analyses between BAOD and atmospheric components such as Rayleigh scattering, water vapor, and tropospheric nitrogen dioxide, significant relationships were identified, enabling accurate AOD estimation. The methodology demonstrated high correlation coefficients and low Root Mean Square Errors (RMSE) compared to actual AOD500 measurements, indicating that the attenuation effects of water vapor and the direct impact of tropospheric nitrogen dioxide concentration are crucial for precise aerosol optical depth estimation. The application of BAOD for estimating AOD500 across various time scales-hourly, daily, and monthly-showed the approach's robustness in understanding aerosol distributions and their optical properties, with a high coefficient of determination (0.96) for monthly average AOD500 estimates. This study simplifies the aerosol monitoring process and enhances the accuracy and reliability of AOD estimations, offering valuable insights into aerosol research and its implications for climate modeling and air quality assessment. The findings underscore the viability of using BAOD as a surrogate for direct AOD500 measurements, presenting a promising avenue for more accessible and accurate aerosol monitoring practices, crucial for improving our understanding of aerosol dynamics and their environmental impacts.

도시 하천 수질 관리를 위한 지속가능 초기 강우 오염 관리 시스템의 개발 (Development of a Sustainable First Flush Management System for Urban Stream Water Quality Management)

  • 서동일;이동은;김재영;구영민
    • Ecology and Resilient Infrastructure
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    • 제3권4호
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    • pp.247-255
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    • 2016
  • 강우 시 표면 유출에 의한 비점오염물질의 하천 유입은 도시 하천 관리에 부정적인 영향을 미치며 특히 강우 초기의 수질농도가 매우 높은 것으로 알려져 있다. 본 연구에서는 하천의 제외지 또는 유수지 등의 공간을 활용하여 침강 및 여과작용을 이용하여 최소한의 에너지 및 비용을 이용하여 오염물질을 정화시키면서 하천의 수질 및 수량 관리에 긍정적인 작용을 할 수 있는 장치와 시스템을 개발하고자 하였다. 빗물 자동 모니터링 시스템을 이용하여 초기 우수에 대한 유량 및 수질을 파악하였고 이를 토대로 처리 시스템의 설계 기준을 확립하고자 하였다. 초기우수 제어 장치는 침전 장치만으로도 총부유물질 (TSS) 84 - 95%, 총질소 (TN) 31 - 46%, 총인 (TP) 42 - 86%의 제거 효율이 나타났다. 또한 일기 예보를 통해 강우에 의한 유량 및 수질을 예측하고 처리장치의 상태 및 자동 모니터링시스템과 연계하여 시설을 종합적으로 관리할 수 있는 강우 유출 종합관리 시스템 ISTORMS (Integrated Stormwater Runoff Management System)를 개발하였다. 본 연구 결과는 도시 하천의 수질 및 유량 환경개선에 효율적으로 적용될 수 있을 것으로 기대된다.

SWAT모형에서 다양한 해상도에 따른 수문-수질 모의결과의 비교분석 (Comparative Analysis of SWAT Generated Streamflow and Stream Water Quality Using Different Spatial Resolution Data)

  • 박종윤;이미선;박근애;김성준
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2008년도 학술발표회 논문집
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    • pp.102-106
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    • 2008
  • 본 연구는 SWAT(Soil and Water Assessment Tool) 모형에서 공간입력자료의 다양한 해상도에 의한 수문-수질 모의결과를 비교분석 하고자 하였다. 경안천유역 상류의 농촌 소유역($1.21\;km^2$)을 대상으로 Case A(2m DEM, QucikBird 토지이용도, 1/25,000 토양도), Case B(10m DEM, 1/25,000 토지이용도, 1/25,000 토양도), Case C(30m DEM, Landsat 토지이용도, 1/25,000 토양도)에 해당하는 해상도별 공간입력자료를 구축하였다. 모형의 적용성 평가를 위해 먼저, 경안수위관측소 상류유역($255.44km^2$)을 대상으로 $1999{\sim}2002$년까지 4개년의 자료를 이용하여 유출량 및 Sediment, T-N, T-P에 대한 모형의 검보정을 실시하였다. 유출량에 대한 Nash-Sutcliffe 모형효율은 평균 0.59의 결과를 얻었으며, Sediment, T-N, T-P는 각각 2.08 tons/yr, 4.30 tons/yr, 0.70 tons/yr의 RMSE 오차로 검보정되었다. 모형의 검보정 후, 농촌 소유역을 대상으로 다양한 공간자료(Case A, B, C)를 적용하여 수문, 수질모의를 실시한 결과, 유출량은 토지이용도 해상도에 의한 모의결과의 불확실성이 가장 큰 것으로 분석되었다. QuickBird 토지이용의 유역평균 CN값이 1/25,000과 Landsat 토지이용에 비해 0.4, 1.8 더 크게 분석됨으로서 총유출량도 증가하였다. 유사량과 영영물질 오염부하량에 대한 수질모의 결과는 USLE 인자의 평균 LS 및 K, CFRG 값의 순서로 해상도별 모의결과의 불확실성이 가장 컸으며 토지이용도에 의한 평균 C값에는 큰 변화가 없는 것으로 분석되었다. Case A의 유사량은 B와 C에 비해 23.7%, 50.6% 증가하는 것으로 나타났으며, 유사량 증가에 따른 T-N, T-P 부하량 역시 Case A, B, C 순으로 높게 평가되었다.

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저해상도 DEM 사용으로 인한 SWAT 지형 인자 추출 오류 개선 모듈 개발 및 평가 (Development and Evaluation of SWAT Topographic Feature Extraction Error(STOPFEE) Fix Module from Low Resolution DEM)

  • 김종건;박윤식;김남원;정일문;장원석;박준호;문종필;임경재
    • 한국물환경학회지
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    • 제24권4호
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    • pp.488-498
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    • 2008
  • Soil and Water Assessment Tool (SWAT) model have been widely used in simulating hydrology and water quality analysis at watershed scale. The SWAT model extracts topographic feature using the Digital Elevation Model (DEM) for hydrology and pollutant generation and transportation within watershed. Use of various DEM cell size in the SWAT leads to different results in extracting topographic feature for each subwatershed. So, it is recommended that model users use very detailed spatial resolution DEM for accurate hydrology analysis and water quality simulation. However, use of high resolution DEM is sometimes difficult to obtain and not efficient because of computer processing capacity and model execution time. Thus, the SWAT Topographic Feature Extraction Error (STOPFEE) Fix module, which can extract topographic feature of high resolution DEM from low resolution and updates SWAT topographic feature automatically, was developed and evaluated in this study. The analysis of average slope vs. DEM cell size revealed that average slope of watershed increases with decrease in DEM cell size, finer resolution of DEM. This falsification of topographic feature with low resolution DEM affects soil erosion and sediment behaviors in the watershed. The annual average sediment for Soyanggang-dam watershed with DEM cell size of 20 m was compared with DEM cell size of 100 m. There was 83.8% difference in simulated sediment without STOPFEE module and 4.4% difference with STOPFEE module applied although the same model input data were used in SWAT run. For Imha-dam watershed, there was 43.4% differences without STOPFEE module and 0.3% difference with STOPFEE module. Thus, the STOPFEE topographic database for Soyanggang-dam watershed was applied for Chungju-dam watershed because its topographic features are similar to Soyanggang-dam watershed. Without the STOPFEE module, there was 98.7% difference in simulated sediment for Chungju-dam watershed for DEM cell size of both 20 m and 100 m. However there was 20.7% difference in simulated sediment with STOPFEE topographic database for Soyanggang-dam watershed. The application results of STOPFEE for three watersheds showed that the STOPFEE module developed in this study is an effective tool to extract topographic feature of high resolution DEM from low resolution DEM. With the STOPFEE module, low-capacity computer can be also used for accurate hydrology and sediment modeling for bigger size watershed with the SWAT. It is deemed that the STOPFEE module database needs to be extended for various watersheds in Korea for wide application and accurate SWAT runs with lower resolution DEM.