• 제목/요약/키워드: Hydrograph separation

검색결과 37건 처리시간 0.028초

장기유출의 수문적 모형개발을 위한 주요 수계별 단위도 유도 (Determination of Unit Hydrograph for the Hydrological Modelling of Long-term Run-off in the Major River Systems in Korea)

  • 엄병현;박근수
    • 한국농공학회지
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    • 제26권4호
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    • pp.52-65
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    • 1984
  • In general precise estimation of hourly of daily distribution of the long-term run-off should be very important in a design of source of irrigation. However, there have not been a satisfying method for forecasting of stationar'y long-term run-off in Korea. Solving this problem, this study introduces unit-hydrograph method frequently used in short-term run-off analysis into the long-term run-off analysis, of which model basin was selected to be Sumgin-river catchment area. In the estimation of effective rainfall, conventional method neglects the Soil moisture condition of catchment area, but in this study, the initial discharge (qb) occurred just before rising phase of the hydrograph was selected as the index of a basin soil moisture condition and then introduced as 3rd variable in the analysis of the reationship between cumulative rainfall and cumulative loss of rainfall, which built a new type of separation method of effective rainfall. In next step, in order to normalize significant potential error included in hydrological data, especially in vast catchment area, Snyder's correlation method was applied. A key to solution in this study is multiple correlation method or multiple regressional analysis, which is primarily based on the method of least squres and which is solved by the form of systems of linear equations. And for verification of the change of characteristics of unit hydrograph according to the variation of a various kind of hydrological charateristics (for example, precipitation, tree cover, soil condition, etc),seasonal unit hydrograph models of dry season(autumn, winter), semi-dry season (spring), rainy season (summer) were made respectively. The results obtained in this study were summarized as follows; 1.During the test period of 1966-1971, effective rainfall was estimated for the total 114 run-off hydrograph. From this estimation results, relative error of estimation to the ovservation value was 6%, -which is mush smaller than 12% of the error of conventional method. 2.During the test period, daily distribution of long-term run-off discharge was estimated by the unit hydrograph model. From this estimation results, relative error of estimation by the application of standard unit hydrograph model was 12%. When estimating by each seasonal unit bydrograph model, the relative error was 14% during dry season 10% during semi-dry season and 7% during rainy season, which is much smaller than 37% of conventional method. Summing up the analysis results obtained above, it is convinced that qb-index method of this study for the estimation of effective rainfall be preciser than any other method developed before. Because even recently no method has been developed for the estimation of daily distribution of long-term run-off dicharge, therefore estimation value by unit hydrograph model was only compared with that due to kaziyama method which estimates monthly run-off discharge. However this method due to this study turns out to have high accuracy. If specially mentioned from the results of this study, there is no need to use each seasonal unit hydrograph model separately except the case of semi-dry season. The author hopes to analyze the latter case in future sudies.

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The Effect of Antecedent Moisture Conditions on the Contributions of Runoff Components to Stormflow in the Coniferous Forest Catchment

  • Choi, Hyung-Tae;Kim, Kyong-Ha;Lee, Choong-Hwa
    • 한국산림과학회지
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    • 제99권5호
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    • pp.755-761
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    • 2010
  • This study analyzed water quality data from a coniferous forest catchment in order to quantify the contributions of runoff components to stormflow, and to understand the effects of antecedent moisture conditions within catchment on the contributions of runoff components. Hydrograph separation by the twocomponent mixing model analysis was used to partition stormflow discharge into pre-event and event components for total 10 events in 2005 and 2008. To simplify the analysis, this study used single geochemical tracer with Na+. The result shows that the average contributions of event water and pre-event water were 34.8% and 65.2% of total stormflow of all 10 events, respectively. The event water contributions for each event varied from 18.8% to 47.9%. As the results of correlation analysis between event water contributions versus some storm event characteristics, 10 day antecedent rainfall and 1 day antecedent streamflow are significantly correlated with event water contributions. These results can provide insight which will contribute to understand the importance of antecedent moisture conditions in the generation of event water, and be used basic information to stormflow generation process in forest catchment.

소유역 별 기저유출 감수상수를 적용한 유량 및 기저유출 모의 (Baseflow and Streamflow Simulation Applying Baseflow Recession Constants in Individual Sub-watersheds)

  • 한정호;임경재;정영훈
    • 한국농공학회논문집
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    • 제59권6호
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    • pp.101-108
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    • 2017
  • This study attempted to improve the accuracy of streamflow and baseflow prediction of Soil and Water Assessment Tool (SWAT) by applying baselfow recession constants for each sub-watershed. This study set two different scenarios (S1 and S2) to evaluate the impact of application of baseflow recession constants for each sub-watershed on streamflow prediction. In S1, Only the baseflow recession constant obtained from the streamflow station located in the final outlet of study area was applied for whole sub-watersheds. In S2, baseflow recession constants obtained from six different streamflow stations were applied for each sub-watershed. Then, baseflow was separated form the measured streamflow data and the predicted streamflow of S1 and S2 using Web-based Hydrograph Analysis Tool (WHAT). The results showed Nash-Sutcliff efficiency (NSE) and $R^2$ of S2 were a little higher than these of S1 in both streamflow and baseflow prediction results. However, it is important that S2 reflected physical meaning of baseflow recess. Also, recession part of hydrograph in S2 was calibrated better than that of S1 compared to the measured hydrograph.

광릉 원두부 소유역에서의 우기 중 지하수 함양률 평가 (Estimation of the Groundwater Recharge Rate during a Rainy Season at a Headwater Catchment in Gwangneung, Korea)

  • 최인혁;우남칠;김수진;문상기;김준
    • 한국농림기상학회지
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    • 제9권2호
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    • pp.75-87
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    • 2007
  • 광릉 슈퍼사이트 내 원두부 소유역에서 지하수위변동법, 이온수지법, 수문곡선분리법 등 세가지 방법을 적용하여 지하수 함양률을 평가하고, 방법별 결과들을 비교하였다. 이를 위한 자료는 우기에 해당하는 2005년 6월부터 9월까지 취득하였다. 두 가지 다른 지하수위변동법으로는 각각 25.9%, 23.6%의 지하수 함양률이 산출되었고, 염소를 이용한 이온수지법은 평균 13.4%의 함양률이, 그리고 6개의 수문곡선과 염소 이온자료를 이용한 기저유출 분리법은 평균 14.0%의 순기저유출률이 산출되었다. 장기적으로 지하수 저장량의 변화가 없는 정류상태를 가정하는 이온수지법과 수문곡선 분리법에서 산출된 지하수 함양률이 지하수 함양으로 인해 지하수위의 상승과 저장량의 변화를 고려하는 지하수위변동법에서 산출된 지하수 함양률보다 작게 산정되었다. 따라서 수문순환의 동력학적 특성을 이해하는 측면에서는, 지하수위변동법에 의한 지하수 함양률 평가가 다른 방법들보다 우월함을 보인다.

국가 지하수 관측망 자료를 이용한 충적층 지하수 함양률의 공간적 변동성 연구

  • 문상기;우남칠;한원식
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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    • pp.237-242
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    • 2002
  • This study is objected to assess the recharges of phreatic aquifers in the south Korea. The water level data of the national ground-water monitoring network were analysed by PCA(Principal Component Analysis), and classified to 8 types. The recharge were estimated by ‘water-level change method’ on basis of the classified types and compared with the previous methods(hydrograph separation methods) on basis of 4 river basins. The recharge were various type by type and site by site. But the recharge estimated by this study were consistent with that of the other studies.

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계측자료 분석에 의한 필댐의 장기 침투거동 연구 (A Study on Long-Term Seepage Behaviour of Fill Dam by the Monitoring Data Analysis)

  • 정규정;이송
    • 한국지반환경공학회 논문집
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    • 제11권9호
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    • pp.15-25
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    • 2010
  • 본 연구는 중앙심벽형 필댐인 주암댐과 임하댐을 대상으로 자동계측에 의해 연속적으로 생산되는 침투수량 계측자료에 대하여 분석을 통하여 필댐 고유의 특성에 따른 장기 침투특성과 댐의 안전관리 방법을 검토하고자 하였다. 필댐의 침투수량 계측값에는 내재 하는 강우 성분 등의 외부 요인의 영향으로 직접적으로 이상 누수의 발생을 검출하는 것은 어렵다. 이 때문에, 종래 저수위와 강우량을 고려하는 중회귀분석 등에 의해 누수량을 추정하는 방법이 적용되어 왔으나, 강우 성분의 추정 오차가 상대적으로 크고 정밀도가 불량한 것으로 알려졌다. 본 논문에서는 강우 성분의 분리해석을 통해 직접적으로 강우 성분에 영향을 받지 않는 저수지 수위에 연동하는 댐별 침투거동을 평가함과 아울러 분석대상 댐의 지형적, 수리지질학적 특성을 반영한 3차원 수치해석을 실시하여 계측 침투수량 자료와 비교하였다. 2개 대상댐의 침투거동은 각각의 고유한 특징을 가지고 있으며, 장기적으로 침투수량의 감소를 보여주고 있어 안정적인 상태로 나타났다. 또한, 수문곡선분리법은 침투수 안전관리 방법으로 적용가능한 것으로 판단되었다.

Old Water Contributions to a Granitic Watershed, Dorim-cheon, Seoul

  • Kim, Hyerin;Cho, Sung-Hyun;Lee, Dongguen;Jung, Youn-Young;Kim, Young-Hee;Koh, Dong-Chan;Lee, Jeonghoon
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제20권5호
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    • pp.34-40
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    • 2015
  • It is reported that the intensity of rainfall will likely increase, on average, over the world on 2000. For water resources security, many studies for flow paths from rainfall or snowmelt to subsurface have been conducted. In Korea, few isotopic studies for characterizations of flow path have been undertaken. For a better understanding of how water derived from atmosphere moves to subsurface and from subsurface to stream, an analysis of precipitation and stream water using oxygen-18 and deuterium isotopes in a small watershed, Dorim-cheon, Seoul, was conducted with high resolution data. Variations of oxygen-18 in precipitation greater than 10‰ (δ18Omax = −1.21‰, δ18Omin = −11.23) were observed. Isotopic compositions of old water (groundwater) assumed as the stream water collected in advance were −8.98‰ and −61.85‰ for oxygen and hydrogen, respectively. Using a two-component mixing model, hydrograph separation of the stream water in Dorim-cheon was conducted based on weighted mean value of δ18O. As a result, except of instant dominance of rainfall, contribution of old water was dominant during the study period. On average, 71.3% of the old water and 28.7% of rainfall contributed to the stream water. The results show that even in the small watershed, which is covered with thin soil layer in granite mountain region, the stream water is considerably influenced by old water inflow rather than rainfall.

농업용 저수지 및 관개지구를 고려한 농업유역 물순환율 개발 (Development of Agricultural Water Circulation Rate Considering Agricultural Reservoir and Irrigation District)

  • 김석현;송정헌;황순호;김학관;강문성
    • 한국농공학회논문집
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    • 제62권2호
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    • pp.83-95
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    • 2020
  • The water circulation in agricultural watersheds changes with the operation of agricultural reservoirs, it is necessary to classify and evaluate them into upstream, agricultural reservoirs, irrigation districts, and downstream. Therefore, in this study, we developed the agricultural water circulation rate (AWCR) considering an agricultural reservoir and irrigation district by improving the water circulation rate of the Water environmental conservation Act. we applied it to Jinwi watershed using the module-based hydrologic analysis system to simulate the water circulation for agricultural reservoirs and irrigation areas. The model performance during the validation period was NSE of 0.762 for the downstream stream and 0.682 for the reservoir level. And the hydrograph separation model was applied to separate the direct and baseflow. As a result of this study, The AWCR of Jinwi watershed was 71.8% on average, which was higher than the water circulation rate estimated by the downstream hydrograph separation.

농업소하천 유역의 기저유출에 의한 오염부하특성 (Pollutant Load Characteristics by Baseflow in a Small Agricultural Watershed)

  • 신용철;류창원;최예환;임경재;최중대
    • 한국물환경학회지
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    • 제22권2호
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    • pp.244-249
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    • 2006
  • Natural environment of Weolgokri 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 (April 2004 - Mar. 2005) were examined to estimate annual and seasonal patterns of pollutant loads in streamflow and baseflow from the agricultural watershed. To estimate pollutant loads from baseflow, baseflow component was separated from streamflow using the digital filter method in the Web-based Hydrograph Analysis Tool system and loads of $NO_3-N$, T-N and T-P from streamflow and baseflow were evaluated. 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, while corresponding 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 slightly more by the baseflow (53% and 53% of Total-loads) than by the direct runoff (47% and 47% of Total loads). However, only 30% of total T-P load was contributed by the baseflow. It is recommended that one needs to assess pollutant load contribution by the baseflow to identify appropriate pollution control strategies for an effective watershed management.