• 제목/요약/키워드: Chungnam Basin

검색결과 194건 처리시간 0.037초

Spectroscopic Investigations of Soil Humic and Fulvic Acids from Okch'ǒn Basin

  • Hyun Sang Shin;Hichung Moon;Han Beom Yang;Seok Sung Yun
    • Bulletin of the Korean Chemical Society
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    • 제15권9호
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    • pp.777-781
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    • 1994
  • Three humic acids (HA) and one fulvic acid (FA) are extracted from soils of the Okch'on Basin (Koyesan, Yongkwang and Taejon), and are purified and characterized using $^1H,\;^{13}C$ NMR, and IR spectroscopic methods. The results are compared with one another and with commerical humic acid (Aldrich Co) and aquatic humic acid from Gorleben underground aquifer in Germany. The IR and $^1H\;and\;^{13}C$ NMR spectral features are found to be nearly identical, suggesting that humic substances formed in the Okch'on Basin have quite similar chemical properties. These humic substances from Okch'on Basin soils have undergone low degree of aromatic condensation and have high contents of aliphatic functionalities including carbohydrates.

HSPF 예측 정확도 제고를 위한 토지피복 및 토양 특성 자료의 활용 (Application of land cover and soil information for improvement of HSPF modeling accuracy)

  • 강유은;김재영;서동일
    • 한국수자원학회논문집
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    • 제55권10호
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    • pp.823-833
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    • 2022
  • HSPF (Hydrological Simulation Program-Fortran)는 미국과 우리나라에서 특히 많이 사용하는 유역 수문 및 수질 모델이다. 이 모델은 분산형 모델로서 각 유역의 지형, 지질 및 오염부하특성을 정확하게 반영하는 것이 매우 중요하다. 본 연구에서는 HSPF의 매개변수 중 조도계수(NSUR), 침투(INFILT), 토양 하부의 증발산(LZETP)에 대하여 실제 용담댐 유역의 토지피복과 토양의 종류에 따라 값을 차등 입력함으로써 단일 값을 입력했을 때에 대비하여 유량, 수문 성분 및 수질의 정확도 향상 여부를 분석하였다. 조도계수와 식물의 밀도를 의미하는 토양 하부의 증발산은 토지피복의 종류에 따라 입력하였고, 침투는 유역의 수문학적 토양 그룹의 분포에 따라 입력하였다. 분석 결과 유량과 수질은 단일 값을 입력했을 때보다 각 매개변수를 토지피복과 토양의 종류별로 차등 설정하였을 때 정확도가 향상되는 것으로 나타났다. 또한, 조도계수(NSUR) 입력에 의해 지표유출과 첨두유량이 증가하였고, 침투(INFILT) 입력에 의해 기저유출이 감소하고 지표유출이 증가하였으며, 증발산(LZETP) 차등 입력으로 중간유출과 지표유출이 증가하고 지하수유출이 감소하는 등 각 매개변수의 설정이 유역 말단의 유량뿐 아니라 모든 수문 성분의 구성 비율에 영향을 미친다는 것을 확인하였다. 이러한 결과는 유역의 토지피복 및 토양의 비균질한 특성을 정확하게 표현하는 것이 이 모델을 이용한 유량 및 수질 예측의 정확도 제고에 중요하다는 것을 시사한다.

LAG TIME RELATIONS TO CATCHMENT SHAPE DESCRIPTORS AND HYDROLOGICAL RESPONSE

  • Kim, Joo-Cheol;Kim, Jae-Han
    • Water Engineering Research
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    • 제6권2호
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    • pp.91-99
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    • 2005
  • One of the most important factors for estimating a flood runoff from streams is the lag time. It is well known that the lag time is affected by the morphometric properties of basin which can be expressed by catchment shape descriptors. In this paper, the notion of the geometric characteristics of an equivalent ellipse proposed by Moussa(2003) was applied for calculating the lag time of geomorphologic instantaneous unit hydrograph(GIUH) at a basin outlet. The lag time was obtained from the observed data of rainfall and runoff by using the method of moments and the procedure based on geomorphology was used for GIUH. The relationships between the basin morphometric properties and the hydrological response were discussed based on application to 3 catchments in Korea. Additionally, the shapes of equivalent ellipse were examined how they are transformed from upstream area to downstream one. As a result, the relationship between the lag time and descriptors was shown to be close, and the shape of ellipse was presented to approach a circle along the river downwards. These results may be expanded to the estimation of hydrological response of ungauged catchment.

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대청댐 유역 굴참나무림의 군락분류학 및 군락생태학적 연구 (Syntaxonomy and Synecology of Quercus variabilis Forest in Daecheong-dam basin)

  • 김성열;문건수;송원경;최재용
    • 한국환경복원기술학회지
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    • 제24권6호
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    • pp.15-34
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    • 2021
  • Syntaxonomy and Synecology on Quercus variabilis forests in Daecheong-dam basin was carried out using the methods of Braun-Blanquet phytosociology. 6 syntaxa classified as species compositions described were Quercus variabilis community, Platycarya strobilacea-Quercus variabilis community(typicum subcommunity, dictamnus dasycarpus subcommunity), Quercetum variabili-serratae, Zelkova serrata-Quercus variabilis community and Dendranthema boreale-Quercus variabilis community. All syntaxa were shown habitat environmental conditions including steep inclination of more than 30°, high rock exposure rate of more than 50% and South-facing slope. These communities excepting Dendranthema boreale-Quercus variabilis community classified as natural vegetation were identified as low emergence rate of annual plants and species compositions composed native species, so it was confirmed that relatively natural succession were proceeding well. Quercetum variabili-serratae and Dendranthema boreale-Quercus variabilis community distributed forested hillslope of open water edge were representative Quercus variabilis syntaxa in Daecheong-dam basin.

Estimation of Sedimentation and Particle Mixing Rates in Ulleung Basin of the East Sea (Sea of Japan) Using $^7Be,{\;}^{234}Th,{\;}^{210}Pb,{\;}and{\;}^{137}Cs$

  • Kim, Kee-Hyun;Park, Nam-Joon
    • Journal of the korean society of oceanography
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    • 제38권4호
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    • pp.157-165
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    • 2003
  • In order to understand the characteristics of sedimentary environments in Ulleung Basin of the East Sea (Sea of Japan), three sediment cores were taken with a box corer during R/V Tamyang cruise in October 1999. Activities of $^{7}Be,{\;}^{210}Pb,{\;}^{226}Ra,{\;}^{234}Th,{\;}^{238}{\;}and{\;}^{137}Cs$ in sediment samples were determined by non-destructive gamma-ray spectrometry. Rates of sedimentation and particle mixing were estimated by best fitting an advection­diffusion particle mixing model to the data of $^{7}Be,{\;}^{234}Th,{\;}and{\;}^{210}Pb$. Estimated sedimentation rates were 0.06-0.08 cm/yr and particle mixing rates were $0.13-0.65{\;}\textrm{cm}^2/yr$. The use of multiple tracers in our study prevented us from probable up to 38% overestimation of sedimentation rates.

빙해수조 모형빙에 관한 네트워크형 데이터베이스 구축 (A Construction of the Network Type Database Management System for Model Ice)

  • 이재환;김인수;최봉균;이춘주
    • 대한조선학회논문집
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    • 제51권1호
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    • pp.51-57
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    • 2014
  • In the KIOST MOERI model ice basin, a lot of experiments to find the material properties of model ice and model ship tests are being performed. And therefore many data information was produced, yet it was saved as excel data format. In order to manage and use the data more effectively and systematically, a proper database management is required. To make realistic engineering DBMS(database management system), understanding of test process, the usage of data, design of data schema and computer language and system management are required. In this paper, basic design process and usage of DBMS based on network and multiple user concept is introduced.

Geomorphologic Nash Model with Variable Width Function

  • Thuy, Nguyen Thi Phuong;Kim, Joo-Cheol;Jung, Kwansue
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.212-212
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    • 2015
  • So far, geomorphologic dispersion due to the heterogeneity characteristics of flow paths in a basin has been demonstrated as a major factor affecting to the hydrologic response function of a catchment. This effect has considered by many previous studies taking into account flow path length factors, especially in the application of width function. Based upon the analysis of topographic index, another important geomorphologic factor extracted from DEM data, this work presents a new factor named saturation to evaluate its effects to the formation of the well-known instantaneous unit hydrograph (IUH) in Nash model and drainage structure in a river basin. First, the geomorphologic parameters corresponding to different saturation conditions are computed from DEM data with the support of GIS software. Then, in the combination of hydrologic and geomorphologic data, effective rainfall in each saturation degree and the Nash parameters are calculated using excel. Finally, the verification process with direct runoff data is conducted using Fortran programming. This process is applied to five sub-watersheds in Bocheong catchment ($485.21km^2$) in Korea where the necessary data are available and believable. The results from this approach will improve researchers and students'understandings about the relationship between rainfall and runoff and its relation with drainage structure within a catchment.

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SWAT을 이용한 AR5 기후변화 시나리오에 의한 섬진강 요천유역의 유량 및 오염부하량 변화 예측 (Estimations of flow rate and pollutant loading changes of the Yo-Cheon basin under AR5 climate change scenarios using SWA)

  • 장유진;박종태;서동일
    • 상하수도학회지
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    • 제32권3호
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    • pp.221-233
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    • 2018
  • Two climate change scenarios, the RCP (Representative Concentration Pathways) 4.5 and the RCP 8.5 in the fifth Assessment Report (AR5) by Intergovernmental Panel on Climate Change (IPCC), were applied in the Yocheon basin area using the SWAT (Soil and Water Assessment Tool) model to estimate changes in flow rates and pollutant loadings in the future. Field stream flow rate data in Songdong station and water quality data in Yocheon-1 station between 2013~2015 were used for model calibration. While $R^2$ value of flow rate calibration was 0.85 and $R^2$ value of water qualities were in the 0.12~0.43 range. The total study period was divided into 4 sub periods as 2030s (2016~2040), 2050s (2041~2070) and 2080s (2071~2100). The predicted results of flow rates and water quality concentrations were compared with results in calibrated periods, 2015s (2013~2015). In both RCP scenarios, flow rate and TSS (Total Suspended Solid) loadings were estimated to be in increasing trend while TN (Total Nitrogen) and TP (Total Phosphorus) loadings showed decreasing patterns. Also, flow rates and pollutant loadings showed larger differences between the maximum and the minimum values in RCP 4.5 than RCP 8.5 scenarios indicating more severe effect of drought and flood, respectively. Dependent on simulation period and rainfall periods in a year, flow rate, TSS, TN and TP showed different trends in each scenario. This emphasizes importance of considerations on time and space when analyzing climate change impacts of each variable under various scenarios.

Application of the Artificial Neurons Networks Model uses under the condition of insufficient rainfall data for Runoff Forecasting in Thailand

  • Mama, Ruetaitip;Jung, Kwansue;Kim, Minseok
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.398-398
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    • 2015
  • To estimate and forecast runoff by using Aritifitial Neaural Networks model (ANNs). it has been studied in Thailand for the past 10 years. The model was developed in order to be conformed with the conditions in which the collected dataset is short and the amount of dataset is inadequate. Every year, the Northerpart of Thailand faces river overflow and flood inundation. The most important basin in this area is Yom basin. The purpose of this study is to forecast runoff at Y.14 gauge station (Si-Satchanalai district, Sukhothai province) for 3 days in advance. This station located at the upstream area of Yom River basin. Daily rainfall and daily runoff from Royal Irrigation Department and Meteorological Department during flood period 2000-2012 were used as input data. In order to check an accuracy of forecasting, forecasted runoff were compared with observed data by pursuing Nash Sutcliffe Efficiency (NSE) and Coefficient of Determination ($R^2$). The result of the first day gets the highest accuracy and then decreased in day 2 and day 3, consequently. NSE and $R^2$ values for frist day of runoff forecasting is 0.76 and 0.776, respectively. On the second day, those values are 0.61 and 0.65, respectively. For the third day, the aforementioned valves are 0.51 and 0.52, respectively. The results confirmed that the ANNs model can be used when the range of collected dataset is short and insufficient. In conclusion, the ANNs model is suitable for applying during flood incident because it is easy to use and does not require numerous parameters for simulating.

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임도 배수시설 규격 산정 프로그램 개발에 관한 연구 (A Study on Development Standard Calculation Program of Forest Road Drainage Facilities)

  • 최윤호;이준우;김명준
    • 한국산림과학회지
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    • 제100권1호
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    • pp.25-33
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    • 2011
  • 본 연구는 임도 설계자가 보다 간편하고 정확하게 임도 배수시설을 설계하는 데에 기여할 수 있는 임도 배수시설 규격 산정 프로그램을 개발하는 데에 목적이 있다. 본 프로그램의 특징은 임도설계자가 현장 측량을 하기에 앞서 실내에서 임도의 예측을 실시할 때 현장 측량을 통해 취득해야 하는 데이터가 없이도 간편하게 강우강도를 이용하여 유역 내 유출량을 산출할 수 있도록 하였다. 그리고 이를 통해 배수구조물의 최소 규격을 산출해 줌으로써 과도한 설계를 억제할 수 있게 하였다. 또한 임도가 시설되는 지역의 각 유역별 유출량을 산출함으로써 배수구조물의 적절한 배치에 기여코자 하였다. 특히 배수관의 설치에 따른 전과정을 보고서로 작성하여 파일 및 출력물 형태로 제공함으로써 합리적인 설계과정을 보여줄 뿐만 아니라 오류 발생시 즉각적인 수정이 가능케 함으로써 임도 설계기술의 상향평준화에 기여할 수 있을 것으로 생각된다.