• Title/Summary/Keyword: recession curve

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A Study on the Development of Regional Master Recession Curve Model

  • Lee, Jae-Hyoung;Oh, Nam-Sun;Lee, Hee-Ju
    • Journal of Soil and Groundwater Environment
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    • v.6 no.3
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    • pp.61-71
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    • 2001
  • A regional master recession curve model to predict groundwater discharges in a given basin was presented. Considering a stream-aquifer system, both theoretical and experimental baseflow equations were compared and a practical groundwater discharge equation was derived, The groundwater discharge equation was expanded and transformed to the discharge equation at the basin exit. For practical use, the equation was expressed as a function of watershed area, the mean slope of basin and the recession constant. To verify the model, the model was applied to Ssang-chi basin where long-term and temporal hydrological data at the upper basin were collected. Our results show that a master recession curve of unmeasured area can be predicted.

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Analysis of Secular Changes in the Hydrological Characteristics of a Small Forested Watershed using a Baseflow Recession Curve (감수곡선을 이용한 산림소유역 유출특성의 시계열 변화 평가)

  • Lee, Ik-Soo;Lee, Heon-Ho
    • Journal of Korean Society of Forest Science
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    • v.103 no.3
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    • pp.383-391
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    • 2014
  • Long-term changes in the hydrological characteristics of a small forest watershed were examined using a master baseflow recession curve and the measured rainfall-runoff data from the experimental forest watershed in the measured years 2003-2011. The results of the study showed that the recession coefficient of direct runoff was lower than that of baseflow. In small forested watershed, the direct flow was lower than that of large scale watershed, flow due to its shorter period of occurrence. And baseflow was similar to large scale watershed's. A regression equation $y=0.7528e^{-0.022x}$($R^2=0.8938$, range 0.3~0.8 mm) was obtained using the master baseflow recession curve for the study period and the recession coefficient was calculated as K = 0.978. Changes between master baseflow recession curve and runoff showed great association and relevance such as increasing runoff was associated with the gentle slope of master baseflow recession curve and decreasing runoff was associated with the slope of master baseflow recession curve contrary. In the later years of the study period, the slope of the master baseflow recession curve appreciably became more gentle due to increases in baseflow. This suggests that the forested experimental watershed exhibit improved structural functioning of normal flood control and reduced occurrence of water shortage problems.

A Study on the Base Flow Recession Curve Development in the Ssangchi Basin of the Sumjin River (섬진강 쌍치유역의 기저유출 감수곡선식 개발에 관한 연구)

  • 김경수;조기태
    • Journal of the Korean Society of Groundwater Environment
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    • v.7 no.2
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    • pp.66-72
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    • 2000
  • The purpose of this study is establish a recession curve for low flow discharge in the Ssangchi basin. For this study, we selected 34 recession segments and calculated recession constants and initial discharges. The average initial discharge is 0.40 ㎥/sec and the recession constant is 0.86. With using the initial discharge and the recession constant, We got the non-linear recession cure equation. This non-linear equation is more reasonable fit than the linear equation of the recession curve for low flow.

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Recession Characteristics Analysis of Ssangchi Watershed (쌍치유역의 감수특성 분석)

  • 이재형;윤재민;이희주;박정인
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 1999.10c
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    • pp.459-464
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    • 1999
  • The objective of this study is to analyze hydrologic recessiioon curve at the outlet of the ssangchi basin. For the development of recession equation, the initial discharge(Q0) and the recession parameters are estimated . It is shown that the accurate estimates of recession curve is easily obtained . The obtained parameters can be related to the basin characteristics, drainge area, and the total stream length so that they can be used for the development of the regional low flow estimation model.

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An Analysis of the Relationship between Rainfall and Recession Hydrograph for Base Flow Separation (기저유출 분리를 위한 강우와 감수곡선간의 상관해석)

  • 이원환;김재한
    • Water for future
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    • v.18 no.1
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    • pp.85-94
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    • 1985
  • A method is developed for the separation of the major base flow in a river hydrograph combining the numerical techniques and the empirical methods. The linearized Boussinesq equation and the storage function are used to obtain the base flow recession. The shape of base flow curve made by the recharge of the groundwater table aquifer resulting from rainfall in determined by the Singh and Stall's graphical method, and the continuous from for the curve is approximated by the multiple and polynomial regression. this procedure was successfully tested for the separation of base flow and the establishment of hydrograph in a natural watershed. It was found that the direct numerical method applied to the homogeneous linear second order ordinary differential equation system is not suited to obtain the recession curve, and the case that the loss is generated in the partially penetrating stream can not be solved by the method of this study.

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Case Study: Groundwater Recharge Hydrograph in Pyeongchang River (평창강 지하수 함양곡선 연구)

  • Kwak, Jaewon
    • Journal of Wetlands Research
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    • v.23 no.2
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    • pp.173-182
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    • 2021
  • It is important to extract and assess low-flow recession characteristics for water resources management in the upper reaches of a stream. It is difficult to express the groundwater flow recession characteristics for streamflow synthetically. The linear recession model has been widely used by baseflow recession analysis for reason of simplicity and convenience, but recent studies show that nonlinear recession models fit well, and the relationship between the reservoir storage of shallow unconfined aquifers and the groundwater discharge was to be identified as nonlinear in the literature based on the analysis of numerous streamflow recession curves. The objective of the study is to decode these nonlinear characteristics, including evaporation loss, storage, and recharge of groundwater using streamflow. By analyzing the observed time series of streamflow from the study area, which is the Pyeongchang River basin in Korea, the main components of the underlying groundwater balance, namely, discharge, evaporation loss, storage, and recharge, can be identified and quantified. As a result of the study, depletion of groundwater by evapotranspiration losses through the water uptake of tree roots was found to bias the recession curves and the estimated reservoir parameters. The seasonality of both rainfall and potential evaporation, analysis of the recession curves, stratified according to time of the year, allowed the quantification of evapotranspiration loss as a function of a calendar month and stored groundwater storage.

Analysis of Soil Moisture Recession Characteristics in Conifer Forest (침엽수 산림에서의 토양수분 감쇄특성 분석)

  • Hong, Eun-Mi;Choi, Jin-Yong;Nam, Won-Ho;Yoo, Seung-Hwan
    • Journal of The Korean Society of Agricultural Engineers
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    • v.53 no.4
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    • pp.1-9
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    • 2011
  • Forest area covers 64 % of the national land of Korea and the forest plays a pivotal role in the hydrological process such as flood, drought, runoff, infiltration, evapotranspiration, etc. In this study, soil moisture monitoring for conifer forest in experimental forest of Seoul National University has been conducted using FDR (Frequency Domain Reflection) for 6 different soil layers, 10, 20, 30, 60, 90 and 120 cm during 2009~2010, and precipitation data was collected from nearby AWS (Automatic Weather Station). Soil moisture monitoring data were used to estimate soil moisture recession constant (SMRC) for analyzing soil moisture recession characteristics. From the results, empirical soil moisture recession equations were estimated and validated to determine the feasibility of the result, and soil moisture contents of measured and calculated showed a similar tendency from April to November. Thus, the results can be applied for soil moisture estimation and provided the basic knowledge in forest soil moisture consumption. Nevertheless, this approach demonstrated applicability limitations during winter and early spring season due to freezing and melting of snow and ice causing peculiar change of soil moisture contents.

A Hydrological Analysis of Current Status of Turbid Water in Soyang River and Its Mitigation (소양강 탁수 현황과 저감에 대한 수리학적 분석)

  • Lee, Jin-Yong
    • Journal of Soil and Groundwater Environment
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    • v.13 no.6
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    • pp.85-92
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    • 2008
  • Water in Soyang River is an essential source for citizens of Chuncheon and Seoul areas. In 2006, turbid water in Soyang River aggravated by the typhoon Ewiniar, sustained for over 280 days unlike conventional years, then which interrupted water supply of Chuncheon and Seoul areas. Soil erosion derived from high cool lands constituting about 55% of Soyang River area is considered one of main causes for the turbid water, including imprudent development of mountainous area, road expansion, and road construction for forestry. According to analysis of turbidity, precipitation and reservoir level in Soyang River region for June 2006${\sim}$August 2008, the turbidity showed a peak correlation (r = 0.28) at a lag time of 49 days and especially did an excellent correlation (r = 0.60) with the reservoir level at a lag of 4 days. In the meantime, a critical turbidity of 31 NTU at Soyanggang Dam was estimated, over which would cause turbid water at Paldang Dam. In addition, a master recession curve was suggested, from which sustaining time of turbid water can be predicted.

Estimation of the Available Amount of Groundwater in South Korea : 2. Application of Five Major River Basins (우리나라 지하수 개발가능량 추정 : 2. 5대강 유역에의 적용)

  • 박창근
    • Journal of the Korean Society of Groundwater Environment
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    • v.3 no.1
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    • pp.21-26
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    • 1996
  • The amount of the annual groundwater recharge for the five major river basins in South Korea is estimated to be 9,000 million cubic meters for one groundwater hydrologic year, of which amount corresponds to the available amount of groundwater. It is proposed from the analysis of hydrographs that the groundwater hydrologic year stare at the end of February. The basin which affects the groundwater outflow behaves as being homogeneous in the macroscopic sense, because recession coefficients(k) are independent of the basin area and nearly constant. Also, the curve of April goundwater recession decreases more steeply than that of September groundwater recession, because of the larger amount of evapotranspiration during the period of April groundwater recession.

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Analysis of Soil Moisture Recession Characteristics on Hillslope through the ~ntensive Monitoring Using TDR (산지사면에서의 TDR을 이용한 토양수분 집중모니터링을 통한 토양수분 감쇄특성 분석)

  • Lee Ga Young;Kim Sang Hyun;Kim Ki Hoon;Lee Hye Sun
    • Korean Journal of Agricultural and Forest Meteorology
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    • v.7 no.1
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    • pp.78-90
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    • 2005
  • The spatial and temporal distribution of soil moisture was characterized from soil moisture data through the intensive monitoring using Time Domain Reflectometry (TDR). The recession of soil moisture after a rainfall event was characterized and the empirical equation was used in the recession curve analysis. Recession analysis provides features of soil moisture variation such as recharge and stability depending upon locations of monitoring. The wetness index was useful for explaining spatial and temporal distributions of soil moisture and recession characteristics at hillslope scale.