• Title/Summary/Keyword: 유역경계

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An Analysis on Groundwater Flow Properties in the Gneiss of the Ingulam Valley (잉울암골주변 편마암에서의 지하수유동특성 분석)

  • 김계남;김재한
    • Water for future
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    • v.26 no.4
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    • pp.47-60
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    • 1993
  • The evaluation of grounwater flow in the Ingulam valley catchment area in the vicinity of SamKwang mine was studied. In this study, field hydraulic tests, groundwater flow measurement, and MODFLOW model application were carried out. The results of analysis are described as follows. The rainrate infiltrated into the ground in the study area, hardly reached the gneiss region deeper than EL.(+)100m above the surface of seawater. The rainwater infiltrated into the ground near the water system boundary, flowed out into the vicinity of streams and the travel time was between 15 and 263 years. Also, the estimated total flow rate of the groundwater in the study area was 307㎥/day.

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Geomorphic Conception and Function of the Divide (분수계의 지형적 개념과 기능)

  • 이민부;한주엽
    • Journal of the Korean Geographical Society
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    • v.35 no.4
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    • pp.503-518
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    • 2000
  • 분수계는 지형적 실체이며, 지역의 지형 연구 분야에서 자연적 경계로서 설정된다. 분수계는 수계, 산계, 유역등의 지형 요소들과 연관된다. 분수계의 지형 형성과 기능은 경사의 법칙, 구조의 법칙, 그리고 계층의 법칙으로 설명될 수 있다. 분수계는 구조적 형성과정과 기후적 삭박과정을 통하여 변화한다. 지형분수계는 능선분수계, 하천 분수계, 폐쇄 분수계, 세탈 분수계, 문턱 분수계, 세포형 분수계 등으로 유형화 될 수 있다. 지하수 분수계는 대개 지형의 기복을 반영하지만, 지역의 지질구조, 암서, 파쇄대 등으로 인하여 지형 분수계와 일치하지 않을 수 있다. 분수계의 법칙의 예외로서 설명되는 분수계의 일반적 단면은 선형이 아닌 대상 혹은 지대로서 나타난다. 분수계를 물의 흐름을 분리하는 곳으로 볼 때, 지형분수계는 지표면의 고도에 의해서 결정되며, 지하수 분수계는 지형, 지질 구조, 선구 조적 지형 요소들의 배열, 지층의 방향을 고려하여 결정된다.

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Analysis of Water Quality Data for Saemangeum Lake (새만금호 수질 데이터의 분석)

  • Pae, Yo-sop;Yoo, Jaesoo
    • Proceedings of the Korea Contents Association Conference
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    • 2017.05a
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    • pp.373-374
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    • 2017
  • 새만금간척사업은 1991년부터 공사가 시작되었으며 현재도 진행 중에 있다. 그 중 수질은 새만금사업의 성패를 좌우하는 매우 중요한 요소 중의 하나이다. 따라서 매월 수질조사가 진행되어 왔고, 축적된 수질자료를 이용하여 개발계획 수립에 반영해 왔다. 그러나 방대한 양의 수질자료는 연평균, 월평균 단위로만 이용되어 왔고, 2006년 새만금 방조제 끝물막이, 2011년 새만금호 수위 낮춤과 같은 특별한 이벤트에 따라 수질변화의 경계를 구분짓는 수준에 그쳐왔다. 이에 따라 새만금호 수질이 연중 변화를 일으키는 양상과 연중 변화를 일으키는 원인에 대한 분석은 미흡하였기에 상류 유역에서 발생되는 오염물질을 감소시키는 대책들 위주로 수질대책들이 시행되어 왔다. 본 연구는 어떻게 하면 효과적으로 수질자료를 이용할 수 있고, 수질데이터가 우리에게 어떤 자료들을 생산해 줄 수 있는 가에 대해 검토하였다.

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Development of Hydraulic Flood Forecasting Model for Considering the Sapgyocheon Estuary Bank Effects (삽교천 하구둑 영향을 고려한 수리학적 홍수예측모형 개발)

  • Song, Jae-Hyun;Yoon, Kwang-Seok;Kim, Joo-Young;Yeo, Kyu-Dong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.756-760
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    • 2007
  • 삽교천 홍수예보시스템은 1999년에 개발되어 현재까지 운영되고 있으나, 개발 이후 유역특성의 변화를 반영한 모형 개선이 이루어지지 않았고, 삽교천 하구둑의 영향을 고려한 모형은 개발되어 있지 않은 실정이다. 이 지역 중에서 특히 천안/아산지역은 급격한 인구증가와 산업화 및 도시화에 의해 면적당 자산의 고도화가 증가하며, 이에 따라 홍수시 피해잠재능은 점점 증가하고 있는 상황이다. 또한, 하구둑의 영향을 고려한 모형을 개발하여 정확한 홍수예보를 위한 전산시스템의 개선자료를 제공할 필요가 있다. 따라서 삽교천 하구둑에 의한 배수영향을 고려하기 위해 FLDWAV모형을 이용하고, 삽교천 하구둑 수문조작에 따른 내수위(하류경계 조건)를 예측하는 모형을 개발하여 하구둑 운영을 고려한 연계모형을 개발하였다. 향후 설치될 우강지점에 대한 수위자료가 구축되면 예측의 정확도를 검증할 수 있으며, 홍수예보시 정확성을 높일 수 있을 것이다.

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A Study on the Extraction of a River from the RapidEye Image Using ISODATA Algorithm (ISODATA 기법을 이용한 RapidEye 영상으로부터 하천의 추출에 관한 연구)

  • Jo, Myung-Hee
    • Journal of the Korean Association of Geographic Information Studies
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    • v.15 no.4
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    • pp.1-14
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    • 2012
  • A river is defined as the watercourse flowing through its channel, and the mapping tasks of a river plays an important role for the research on the topographic changes in the riparian zones and the research on the monitoring of flooding in its floodplain. However, the utilization of the ground surveying technologies is not efficient for the mapping tasks of a river due to the irregular surfaces of the riparian zones and the dynamic changes of water level of a river. Recently, the spatial information data sets are widely used for the coastal mapping tasks due to the acquisition of the topographic information without human accessibility. In this research, we tried to extract a river from the RapidEye imagery by using the ISODATA(Iterative Self_Organizing Data Analysis) classification algorithm with the two different parameters(NIR (Near Infra-Red) band and NDVI(Normalized Difference Vegetation Index)). First, the two different images(the NIR band image and the NDVI image) were generated from the RapidEye imagery. Second, the ISODATA algorithm were applied to each image and each river was generated in each image through the post-processing steps. River boundaries were also extracted from each classified image using the Sobel edge detection algorithm. Ground truths determined by the experienced expert are used for the assessment of the accuracy of an each generated river. Statistical results show that the extracted river using the NIR band has higher accuracies than the extracted river using the NDVI.

Estimation of Optimal Empirical Equations based on Sediments of Ageing Reservoir Estimated Using Autonomous Navigation USV (자율항법 무인측량선을 이용하여 산정된 노후저수지의 퇴사량 기준 최적경험식 산정)

  • Won, Chang-Hee;Yoon, HyeonCheol;kim, Won-Beom
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.3
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    • pp.1-9
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    • 2020
  • Acritical function of a nation is to protect its people's lives and properties from natural disasters such as a drought. A drought affects many aspects of human life, including social, economic, and industrial activities. Approximately 75.7% of reservoirs in Korea are over 50 years old.Sedimentation over the years may have caused a situation where storage capacity of the reservoirs is no longer sufficient and compliant with the original reservoir specifications. This study analyzes storage capacities for ten aged reservoirs using the autonomous navigation USV. It compares these capacities with sediment estimated by conventional empirical equations. Comparisons were made to the original specifications for the reservoirs.Storage capacity of six reservoirs decreased in a range between 16.2%-55.3% and storage capacity of 4 reservoirs increased in a range between 1.5%-380.2%. This data was compared to data derived from estimating sediment by empirical equations. Yoon's equation(1982) appeared more accurate than Sur's equation(1988) in Uhlinzi and Yongpo reservoirs, and Sur's equation(1988), however, appeared more accurate than Yoon's equation in Daegok, Ugok2 and Ochi reservoirs. The significant ranges of sedimentation shown in this study suggest that it is worth continuously surveying reservoirs to ensure their efficient management and operation.

Combining Bias-correction on Regional Climate Simulations and ENSO Signal for Water Management: Case Study for Tampa Bay, Florida, U.S. (ENSO 패턴에 대한 MM5 강수 모의 결과의 유역단위 성능 평가: 플로리다 템파 지역을 중심으로)

  • Hwang, Syewoon;Hernandez, Jose
    • Korean Journal of Agricultural and Forest Meteorology
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    • v.14 no.4
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    • pp.143-154
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    • 2012
  • As demand of water resources and attentions to changes in climate (e.g., due to ENSO) increase, long/short term prediction of precipitation is getting necessary in water planning. This research evaluated the ability of MM5 to predict precipitation in the Tampa Bay region over 23 year period from 1986 to 2008. Additionally MM5 results were statistically bias-corrected using observation data at 33 stations over the study area using CDF-mapping approach and evaluated comparing to raw results for each ENSO phase (i.e., El Ni$\tilde{n}$o and La Ni$\tilde{n}$a). The bias-corrected model results accurately reproduced the monthly mean point precipitation values. Areal average daily/monthly precipitation predictions estimated using block-kriging algorithm showed fairly high accuracy with mean error of daily precipitation, 0.8 mm and mean error of monthly precipitation, 7.1 mm. The results evaluated according to ENSO phase showed that the accuracy in model output varies with the seasons and ENSO phases. Reasons for low predictions skills and alternatives for simulation improvement are discussed. A comprehensive evaluation including sensitivity to physics schemes, boundary conditions reanalysis products and updating land use maps is suggested to enhance model performance. We believe that the outcome of this research guides to a better implementation of regional climate modeling tools in water management at regional/seasonal scale.

Characteristics of Pollution Loading from Kyongan Stream Watershed by BASINS/SWAT. (BASINS/SWAT 모델을 이용한 경안천 유역의 오염부하 배출 특성)

  • Jang, Jae-Ho;Yoon, Chun-Gyeong;Jung, Kwang-Wook;Lee, Sae-Bom
    • Korean Journal of Ecology and Environment
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    • v.42 no.2
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    • pp.200-211
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    • 2009
  • A mathematical modeling program called Soil and Water Assessment Tool (SWAT) developed by USDA was applied to Kyongan stream watershed. It was run under BASINS (Better Assessment Science for Integrating point and Non-point Sources) program, and the model was calibrated and validated using KTMDL monitoring data of 2004${\sim}$2008. The model efficiency of flow ranged from very good to fair in comparison between simulated and observed data and it was good in the water quality parameters like flow range. The model reliability and performance were within the expectation considering complexity of the watershed and pollutant sources. The results of pollutant loads estimation as yearly (2004${\sim}$2008), pollutant loadings from 2006 were higher than rest of year caused by high precipitation and flow. Average non-point source (NPS) pollution rates were 30.4%, 45.3%, 28.1% for SS, TN and TP respectably. The NPS pollutant loading for SS, TN and TP during the monsoon rainy season (June to September) was about 61.8${\sim}$88.7% of total NPS pollutant loading, and flow volume was also in a similar range. SS concentration depended on precipitation and pollution loading patterns, but TN and TP concentration was not necessarily high during the rainy season, and showed a decreasing trend with increasing water flow. SWAT based on BASINS was applied to the Kyongan stream watershed successfully without difficulty, and it was found that the model could be used conveniently to assess watershed characteristics and to estimate pollutant loading including point and non-point sources in watershed scale.

Non-Parametric Low-Flow Frequency Analysis Using RCPs Scenario Data : A Case Study of the Gwangdong Storage Reservoir, Korea (RCPs 시나리오 자료를 이용한 비매개변수적 갈수빈도 해석: 광동댐 유역을 중심으로)

  • Yoon, Sun Kwon;Cho, Jae Pil;Moon, Young Il
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.4
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    • pp.1125-1138
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    • 2014
  • In this study, we applied an advanced non-parametric low-flow frequency analysis using boundary kernel by Representative Concentration Pathways (RCPs) climate change scenarios through Arc-SWAT long-term runoff model simulation at the Gwangdong storage reservoir located in Taeback, Gangwondo. The results show that drought frequency under RCPs was expected to increase due to reduced runoff during the near future, and the variation of low-flow time series was appeared greatly under RCP8.5 scenario, respectively. The result from drought frequency of Median flow in the near future (2030s) compared historic period, the case of 30-year low-flow frequency was increased (the RCP4.5 shows +22.4% and the RCP8.5 shows +40.4%), but in the distant future (2080s) expected increase of drought frequency due to the reduction of low-flow (under RCP4.5: -4.7% and RCP8.5: -52.9%), respectively. In case of Quantile 25% flow time series data also expected that the severe drought frequency will be increased in the distant future by reducing low-flow (the RCP4.5 shows -20.8% to -60.0% and the RCP8.5 shows -30.4% to -96.0%). This non-parametric low-flow frequency analysis results according to the RCPs scenarios have expected to consider to take advantage of as a basis data for water resources management and countermeasures of climate change in the mid-watershed over the Korean Peninsula.

Coupling Simulation with Multi-dimensional Models for River Flow (다차원 모형을 이용한 하천흐름 연계모의)

  • Ahn, Jung Min;Hur, Young Teck;Lyu, Siwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.1
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    • pp.137-147
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    • 2013
  • It is essential to understand the hydraulic characteristics of rivers for increasing flood-control capacity and operating hydraulic structures efficiently. Multi-dimensional models can be the proper measures to obtain the detailed information on the hydraulic characteristics of rivers. But huge amount of data and time-consuming work have been the obstacle for applying multi-dimensional models. In this study, simulation technique with multi-dimensional model(EFDC), coupled with COSFIM and FLDWAV, has been developed and applied to the real river system for verification. Developed technique can offers spatial and grid unit information as well as line and section unit information from 1-D modeling. It is considered that the coupling simulation technique can provide useful hydraulic information for river management and treatment.