• Title/Summary/Keyword: Hydrograph separation

검색결과 37건 처리시간 0.029초

수문곡선 분리를 통한 댐 유입량 평가 (Dam Inflow Evaluation using Hydrograph Analysis)

  • 정영훈
    • 한국농공학회논문집
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    • 제60권3호
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    • pp.95-105
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    • 2018
  • Understanding the composition of the dam inflow can improve the efficiency of dam operation considering the seasonal characteristics. Hydrograph analysis is one of the methods to identify the characteristics of dam inflow. In addition, baseflow separation on the dam inflow can be affected by anthropogenic influences depending on dam locations. In this regard, the objectives of this study are 1) to analyze yearly and monthly baseflow contribution to the dam inflow and 2) to compare the baseflow contribution to the inflow in dams located upstream and downstream of the watershed. The result shows that the estimated baseflow index was smaller in the upstream dams compared to the downstream dams. Discharge from the upstream water infrastructure including dams and reservoirs can be a part of inflow into the downstream water infrastructure. Based on this scenario, the discharge regulated from the upstream dam could lead to overestimation of baseflow contribution to inflow into the downstream dam. We expect that the results from this study elucidate the role and function of dams and hence, contribute to the efficient operation of dams located in the upstream and the downstream of the watershed.

계절별 기후요건과 유황을 고려한 주지하수감수곡선에 대한 연구 (Research on Master Recession Curve (MRC) Considering Seasonality and Flow Condition)

  • 양동석;이서로;금동혁;임경재
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2018년도 학술발표회
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    • pp.317-317
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    • 2018
  • Baseflow which is one of the unmeasurable components of streamflow and slowly flows through underground is important for water resource management. Despite various separation methods from researches preceded, it is difficult to find a significant separation method for baseflow separation. This study applied the MRC method and developed the improved approach to separate baseflow from total streamflow hydrograph. Previous researchers utilized the whole streamflow data of study period at once to derive synthetic MRCs causing unreliable results. This study has been proceeded with total nine areas with gauging stations. Each three areas are selected from 3 domestic major watersheds. Tool for drawing MRC had been used to draw MRCs of each area. First, synthetic MRC for whole period and two other MRCs were drawn following two different criteria. Two criteria were set by different conditions, one is flow condition and the other is seasonality. The whole streamflow was classified according to seasonality and flow conditions, and MRCs had been drawn with a specialized program. The MRCs for flow conditions had low R2 and similar trend to recession segments. On the other hand, the seasonal MRCs were eligible for the baseflow separation that properly reflects the seasonal variability of baseflow. Comparing two methods of assuming MRC for baseflow separation, seasonal MRC was more effective for relieving overestimating tendency of synthetic MRC. Flow condition MRCs had large distribution of the flow and this means accurate MRC could not be found. Baseflow separation using seasonal MRC is showing more reliability than the other one however, if certain technique added up to the flow condition MRC method to stabilize distribution of the streamflow, the flow conditions method could secure reliability as much as seasonal MRC method.

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선형계획법(線型計劃法)에 의한 대표단위도(代表單位圖) 유도(誘導) (A Derivation of the Representative Unit Hydrograph from Multiperiod Complex Storm by Linear Programming)

  • 권오헌;류태상;유주환
    • 대한토목학회논문집
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    • 제13권2호
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    • pp.173-182
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    • 1993
  • 본 논문은 여러개의 복합호우 자료로써 선형계획법에 의한 대표단위도를 유도하는 앨고리즘을 제공한다. 주어진 한 유역에서 종전의 방법은 여러 호우사상에 대해서 각각 단위도를 유도하여 첨두유량 및 시간에 대한 특성치 평균법을 썼다. 본 연구에서 사용한 LP모형은 Mays 등이 제안한 모형을 다음과 같이 수정하였다. 목적 함수는 가중치를 부여한 잔차의 합의 최소화로 설계하였고, Mays 논문에서 실제로는 적용하지 않은 부등호 제약보다 더 적극적인 2점 이동평균에 의한 부등식 제약조건을 두어 하강부의 진동을 제거하였다. 또한 Diskin이 지적한대로 강우 행렬의 구성을 개선하여 행렬의 차원을 줄였다. LP접근법은 대표값을 나타내는 우월성에도 불구하고 기저유출과 손실우량 분리의 정도에 매우 민감하였다. 유효우량 및 직접 유출량 분리를 위해 몇가지 방법을 적용하였으나 뚜렷이 우월한 방법은 없었다. 이것은 유역과 강우의 특성을 고려하여 판단할 문제였다. 본 연구의 앨고리즘을 낙동강 지류 위천에 적용하여 대표단휘도를 유도하였다. 기존의 IHP 성과와 비교할 때, 최적화된 대표단위 유량도의 첨두유량은 상대적으로 작고, 발생시간은 빨라졌으며, 하강부의 진동은 이동 평균법의 제약 조건에 의하여 성공적으로 소거할 수 있었다.

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수문곡선의 감수부 특성을 고려한 기저유출 산정 (Estimation of baseflow considering recession characteristics of hydrograph)

  • 정영훈;임경재;김형수
    • 한국습지학회지
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    • 제16권2호
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    • pp.161-171
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    • 2014
  • 수문곡선의 감수부는 기저유출의 특성을 반영하기 때문에 강우유출 모형과 기저유출분리법을 이용한 기저유출 산정과정에서 감수부의 특성을 고려해야한다. 따라서 본 연구는 감수특성을 고려하여 Soil and Water Assessment Tool(SWAT)의 보정에서 유량예측의 정확성을 높이고, 보정된 SWAT으로부터 예측된 유량으로부터 기저유출을 분리하고자 하였다. 이를 위하여 RECESS으로부터 산정된 alpha factor와 11개의 다른 매개변수를 자동보정모듈에 적용한 시나리오 (S1)와 SWAT의 매개변수인 alpha factor를 포함한 12개의 매개변수를 자동보정모듈에 적용한 시나리오 (S2)에 대해 SWAT을 이용해 유량 모의를 하였다. 또한, 두 시나리오에 대해 SWAT으로 예측된 유량을 Web-based Hydrograph Analysis Tool (WHAT)을 적용하여 기저유출을 산정하였다. 보정 결과는 유량에 대한 두 시나리오의 Nash-Sutcliffe Efficiency (NSE) 값들 사이에 큰 차이는 보이지 않았으나 기저유출의 경우 S1에 대한 NSE는 0.777이고, S2의 NSE 결과는 0.844로 다소 큰 차이를 보였다. 연평균 유량의 분포의 정량적 비교를 위한 관측유량과 상대오차를 산정하였으며 S1에 대하여 20.78%, S2에 대하여 6.59%의 상대오차를 보였다. 본 연구는 모형을 이용하여 예측된 유량으로부터 기저유출을 산정하는데 있어 감수부 특성의 중요성을 보여주었다.

화학적 수문곡선 분리기법을 이용한 낙동강 최상류 유역 기저유출량 산정 (Base Flow Estimation in Uppermost Nakdong River Watersheds Using Chemical Hydrological Curve Separation Technique)

  • 김령은;이옥정;최정현;원정은;김상단
    • 한국물환경학회지
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    • 제36권6호
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    • pp.489-499
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    • 2020
  • Effective science-based management of the basin water resources requires an understanding of the characteristics of the streams, such as the baseflow discharge. In this study, the base flow was estimated in the two watersheds with the least artificial factors among the Nakdong River watersheds, as determined using the chemical hydrograph separation technique. The 16-year (2004-2019) discontinuous observed stream flow and electrical conductivity data in the Total Maximum Daily Load (TMDL) monitoring network were extended to continuous daily data using the TANK model and the 7-parameter log-linear model combined with the minimum variance unbiased estimator. The annual base flows at the upper Namgang Dam basin and the upper Nakdong River basin were both analyzed to be about 56% of the total annual flow. The monthly base flow ratio showed a high monthly deviation, as it was found to be higher than 0.9 in the dry season and about 0.46 in the rainy season. This is in line with the prevailing common sense notion that in winter, most of the stream flow is base flow, due to the characteristics of the dry season winter in Korea. It is expected that the chemical-based hydrological separation technique involving TANK and the 7-parameter log-linear models used in this study can help quantify the base flow required for systematic watershed water environment management.

농업소유역에서 직접유출과 기저유출에 의한 오염부하특성 (Pollutant Load Characteristics by Direct Runoff and Baseflow from Small Scale Agricultural Watershed)

  • 신용철;류창원;최예환;임경재;최중대
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2005년도 학술발표논문집
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    • pp.580-585
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    • 2005
  • Natural environment of Weolgok-ri watershed has been well preserved as a traditional agricultural watershed. A year record of streamflow, $NO_3-N$, T-N and T-P concentrations data(Apr, 2004-Mar. 2005) was examined to estimate annual and seasonal patterns of pollutnat loads in streamflow and baseflow from the agriculture watershed. To estimate pollutant loads from baseflow, baseflow component from total stream flow was seperated using digital filter method in the Web-based Hydrograph Analysis Tool system. Loads of $NO_3-N$, T-N and T-P from streamflow and baseflow were evaluated to investigate pollutant loads contribution by baseflow. The $NO_3-N$, T-N, and T-P loads from streamflow were 13.85 kg/ha, 45.92 kg/ha and 1.887 kg/ha, respectively. $NO_3-N$, T-N and T-P loads from baseflow were 7.43 kg/ha, 24.70 kg/ha, 0.582 kg/ha, respectively. It was found that $NO_3-N$ and T-N loads were contributed by the baseflow(53% and 53% of Total-loads) than the direct runoff(47% and 47% of Total loads). However, only 30% of total T-P was contributed by the baseflow. It is recommended that one needs to assess pollutant load contribution by the baseflow to identify appropriate control strategies for effective watershed management.

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평형 냉동에 의한 물동위원소의 레일리분별 (Rayleigh Fractionation of Stable Water Isotopes during Equilibrium Freezing)

  • 이정훈;정혜정;니암게렐 얄랄트
    • 자원환경지질
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    • 제54권1호
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    • pp.61-67
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    • 2021
  • 고체상의 눈 또는 얼음의 안정동위원소 값은 과거의 기후를 복원하고 동위원소 수문분리의 단성분으로 기여율을 계산하는 데에 사용되어 왔다. 융해와 냉동이 일어나면서 눈 또는 얼음과 액체상의 물 사이의 동위원소 분별작용이 일어나는데, 융해는 상대적으로 현장, 실험 및 모델연구를 통해 연구결과가 제시되어 있지만, 냉동에 대해서는 알려진 것이 많지 않다. 본 논평에서는 평형 냉동이 발생할 때 물의 두 안정동위원소인 산소, 수소의 선형관계 및 레일리분별과정을 통해 냉동에 의한 동위원소 분별과정을 고찰하였다. 해양에서 증발한 수증기에 의해 응축된 눈은 기울기 8을 가지는 지구천수선을 따라 움직이지만, 냉동 및 융해가 발생하게 되면 기울기 19.5/3.1~6.3을 가지는 선형관계를 나타내게 된다. 평형냉동 동안 레일리분별과정에 의해 액체상인 물은 열린 계와 닫힌계에서 같은 동위원소변동을 보여 주었다. 눈 또는 얼음이 제거되는 열린 계에서는 남아있는 물의 안정동위원소와 분별계수만큼의 차이를 가지면서 높은 값을 나타내었다. 닫힌 계에서는 초기 액체상의 물의 동위원소 값으로 눈 또는 얼음은 수렴하였다. 냉동에 의한 눈 또는 얼음의 동위원소변동과정은 고기후 연구 및 수문분리의 정확도를 증가시킬 것으로 기대된다.

경사급변점을 이용한 기저유출분리와 Nash 모형에 의한 대표단위도 추정 (Separation of Baseflow using Antecedent Recession Requirement and Estimation of Representative Unit Hydrograph by the Nash model)

  • 정진영;강부식;차영기
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2007년도 학술발표회 논문집
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    • pp.1762-1767
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    • 2007
  • 일반적으로 유역의 대표단위도 산정에는 적용의 간편성을 이유로 수평직선분리법을 주로 사용하여 왔으며 이를 단기호우사상에 대한 모의에 적용해 왔다. 그러나 수평직선분리법에 의한 기저유량의 산출은 연구자의 주관성이 반영될 수 있는 가능성이 다분하며 총유출에 대한 기저유출의 기여가 상대적으로 크게 되는 장기유출모의에 대해서는 그 신뢰도가 떨어진다고 할 수 있다. 따라서 장기유출모의에서는 신뢰성있는 기저유출분리를 통한 합리적인 대표단위도를 유도하는 것이 필요하다. 또한 이 같은 문제점을 개선하기 위해 본 연구에서는 USGS(U.S GEOLOGICAL SURVEY)에서 개발한 기저유출분리 프로그램인 PART(stream flow Partitioning)를 이용하여 기저유출을 분리하고 Nash 모형을 이용하여 유역의 대표단위도를 유도했으며 검증을 위해 강우-유출 모형인 HEC-HMS에 유도된 대표단위도와 합성단위도를 적용하여 실제유출량에 대한 통계분석을 실시하였다. 그 결과 Nash모형의 매개변수를 n은 6.4, K는 0.33으로 산정할 수 있었고, PART에 의해 기저유출을 분리하여 유도된 단위도가 수평직선분리법에 의해 유도된 대표단위도 보다 장기유출모의에서 더 우수한 결과를 보였다. 또한 실측유출량과 모의유출량의 첨두값에 대한 오차도 PART에 의한 방법이 더 작음을 알 수 있었다.

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End-Member Mixing Analysis를 이용한 산림 소유역의 임상별 유출분리 비교 (Comparing of Hydrograph Separation in deciduous and coniferous catchments using the End-Member Mixing Analysis)

  • 김수진;최형태
    • 한국지형학회지
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    • 제23권1호
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    • pp.77-85
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    • 2016
  • To understand the difference of runoff discharge processes between Gwangneung deciduous and coniferous forest catchments, we collected hydrological data (e.g., precipitation, soil moisture, runoff discharge) and conducted hydrochemical analyses in the deciduous and coniferous forest catchments in Gwangneung National Arboretum in the northwest part of South Korea. Based on the end-member mixing analysis of the three storm events during the summer monsoon in 2005, the hillslope runoff in the deciduous forest catchment was higher 20% than the coniferousforest catchment during the firststorm event. Howerver, hillslope runoff increased from the second storm event in the coniferous catchment. We conclude that low soil water contents and topographical gradient characteristics highly influence runoff in the coniferous forest catchment during the first storm events. In general, coniferous forests are shown high interception loss and low soil moisture compared to the deciduous forests. It may also be more likely to be a reduction in soil porosity development when artificial coniferous forests reduced soil biodiversity. The forest soil porosity is an important indicator to determine the water recharge of the forest. Therefore, in order to secure the water resources, it should be managed coniferous forests for improving soil biodiversity and porosity.

경사도에 따른 CN보정에 의한 L-THIA 직접유출 모의 영향 평가 (The Effect of Slope-based Curve Number Adjustment on Direct Runoff Estimation by L-THIA)

  • 김종건;임경재;박윤식;허성구;박준호;안재훈;김기성;최중대
    • 한국물환경학회지
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    • 제23권6호
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    • pp.897-905
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    • 2007
  • Approximately 70% of Korea is composed of forest areas. Especially 48% of agricultural field is practiced at highland areas over 400 m in elevation in Kangwon province. Over 90% of highland agricultural farming is located at Kangwon province. Runoff characteristics at the mountainous area such as Kangwon province are largely affected by steep slopes, thus runoff estimation considering field slopes needs to be utilized for accurate estimation of direct runoff. Although many methods for runoff estimation are available, the Soil Conservation Service (SCS), now Natural Resource Conservation Service (NRCS), Curve Number (CN)-based method is used in this study. The CN values were obtained from many plot-years dataset obtained from mid-west areas of the United States, where most of the areas have less than 5% in slopes. Thus, the CN method is not suitable for accurate runoff estimation where significant areas are over 5% in slopes. Therefore, the CN values were adjusted based on the average slopes (25.8% at Doam-dam watershed) depending on the 5-day Antecedent Moisture Condition (AMC). In this study, the CN-based Long-Term Hydrologic Impact Assessment (L-THIA) direct runoff estimation model used and the Web-based Hydrograph Analysis Tool (WHAT) was used for direct runoff separation from the stream flow data. The $R^2$ value was 0.65 and the Nash-Sutcliffe coefficient value was 0.60 when no slope adjustment was made in CN method. However, the $R^2$ value was 0.69 and the Nash-Sutcliffe value was 0.69 with slope adjustment. As shown in this study, it is strongly recommended the slope adjustment in the CN direct runoff estimation should be made for accurate direct runoff prediction using the CN-based L-THIA model when applied to steep mountainous areas.