• 제목/요약/키워드: Base runoff

검색결과 111건 처리시간 0.024초

지상인자에 의한 순간단위도 유도와 유출량 예측 (Derivation of the Instantaneous Unit Hydrograph and Estimation of the Direct Runoff by Using the Geomorphologic Parameters)

  • 천만복;서승덕
    • 한국농공학회지
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    • 제32권3호
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    • pp.87-101
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    • 1990
  • The purpose of this study is to estimate the flood discharge and runoff volume at a stream by using geomorphologic parameters obtained from the topographic maps following the law of stream classification and ordering by Horton and Strahier. The present model is modified from Cheng' s model which derives the geomorphologic instantaneous unit hydrograph. The present model uses the results of Laplace transformation and convolution intergral of probability density function of the travel time at each state. The stream flow velocity parameters are determined as a function of the rainfall intensity, and the effective rainfall is calculated by the SCS method. The total direct runoff volume until the time to peak is estimated by assuming a triangular hydrograph. The model is used to estimate the time to peak, the flood discharge, and the direct runoff at Andong, Imha. Geomchon, and Sunsan basin in the Nakdong River system. The results of the model application are as follows : 1.For each basin, as the rainfall intensity doubles form 1 mm/h to 2 mm/h with the same rainfall duration of 1 hour, the hydrographs show that the runoff volume doubles while the duration of the base flow and the time to peak are the same. This aggrees with the theory of the unit hydrograph. 2.Comparisions of the model predicted and observed values show that small relative errors of 0.44-7.4% of the flood discharge, and 1 hour difference in time to peak except the Geomchon basin which shows 10.32% and 2 hours respectively. 3.When the rainfall intensity is small, the error of flood discharge estimated by using this model is relatively large. The reason of this might be because of introducing the flood velocity concept in the stream flow velocity. 4.Total direct runoff volume until the time to peak estimated by using this model has small relative error comparing with the observed data. 5.The sensitivity analysis of velocity parameters to flood discharge shows that the flood discharge is sensitive to the velocity coefficient while it is insensitive to the ratio of arrival time of moving portion to that of storage portion of a stream and to the ratio of arrival time of stream to that of overland flow.

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집중형 수문모형을 활용한 홍수유출자료 공간적 확장성 분석 (Spatial Extension of Runoff Data in the Applications of a Lumped Concept Model)

  • 김남원;정용;이정은
    • 한국수자원학회논문집
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    • 제46권9호
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    • pp.921-932
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    • 2013
  • 홍수빈도해석이나 홍수예측과 같은 홍수조절을 위한 필수적인 정보는 유출자료이다. 하지만, 소규모 유역의 경우 유출자료를 측정하지 않는 미계측 유역의 다지점 분석과 총량분석을 위한 정보가 너무 부족한 실정으로 이를 극복하기 위한 방안을 제시하였다. 이를 위해 본 연구에서는 집중형 모델인 저류함수법를 활용하여 충주댐유역을 세분화하여 적용하였다. 충주댐 유역은 22개의 소유역으로 분류하였으며 충주댐 수위관측소의 유출자료의 공간적 확장성을 검증하였다. 홍수사상은 1990년부터 2009년까지의 21개 홍수사상을 활용하여 한 곳(충주댐 유입량)의 자료를 중심으로 22개 소유역의 저류함수법의 수문지형학적 특성에 관여하는 매개변수(k, p, $T_l$)를 고정하고 홍수사상마다 달라지는($f_1$, $R_{sa}$)를 최적화 하며 22개 유역의 유출자료를 생산하였다. 교차검증 지점인 영춘과 판운 수위관측소의 평균 Nash-Sutcliffe Efficiency (NSE)는 충주댐의 유입량이 0.71을 나타낼 때 각각 0.67과 0.52를 나타내 유출자료의 확장성에 있어서 만족(NSE > 0.5)하는 범위에 들어 집중형 모형을 활용한 유출자료의 확장가능성을 보였다.

삼림이수기능(森林理水機能)의 정량적(定量的) 평가방법(平價方法)에 관한 연구(硏究)(II) - 조도계수(粗度係數)의 응용(應用)을 중심(中心)으로 - (A Study on a Quantitative Method in Estimating Forest Effects for Streamflow Regulation (II) - Mainly Dealing with Application of Coefficient for Slope Roughness -)

  • 이헌호
    • 한국산림과학회지
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    • 제81권4호
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    • pp.337-345
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    • 1992
  • 산지유역은 대부분이 수원대(水源帶)이고 수자원상 중요한 위치를 차지하고 있기 때문에 수자원의 확보와 홍수재해의 경감을 위해 삼림의 유량조절기능과 우수유출(雨水流出)에 미치는 삼림의 영향을 정량적으로 해석할 필요가 있다. 본 논문은 유출해석모델로 Kinematic wave법을 채용했다. 그리고 모델의 조변수(助變數)(parameter)로서 사면조도계수(斜面組度係數)를 동정(calibration)에 의해 추정해서 그 값으로 삼림의 이수기능(理水機能)을 평가할 수가 있었다. 본 논문에 사용한 수문자료(水文資料)는 동경대학(東京大學) 애지(愛知)연습림의 두 시험유역에서 관측한 자료이다. 삼림이 수기능의 평가방법으로서 제안한 조도계수의 추정방법과 그 결과를 요약하면 다음과 같다. 1. 조도계수($N_s$)는 산복사면의 표면유(表面流)의 유수저항(流水抵抗)을 나타낸다. 즉 삼림의 성장과 함께 $A_o$층(層)의 발달에 의해 우수(雨水)의 유하(流下)가 방해를 받는다. 2. Kinematic wave법(法)에 의한 모델실험에 의하여 하도(河道)의 직접유출량(直接流出量)을 계산할 때 조변수로서 사면 조도계수의 값을 추정할 수가 있었다. 3. 혈궁유역(穴宮流域)에서의 조도계수는 지수함수적으로 일정치에 점근(漸近)하면서 증대하는 곡선상에 있고, 치산 조림의 성과가 나타나기 시작한 1940년대 전후의 급격한 증대가 특징적이다. 한편 백판유역(白坂流域)에서는 직선적으로 미증(微增)경향이 있는 것으로 지표의 상태에는 거의 변화가 없었던 것이 추찰(推擦)된다. 4. 조도계수값의 증대는 직접유출량의 감소 및 기저유츨량(基底流出量)의 증대와 직접적인 관련이 있었다. 임상(林相)의 양호화(良好化)와 함께 한 강우에 대한 직접유출량의 비율은 상대적으로 감소하고, 기저유출량의 비율이 증가하는 경향이 인정되었다. 그러나 한 강우에 대한 유출량의 절대량은 경년적(經年的)으로 감소해 가는 경향이 있었다.

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댐 설계홍수량 산정방법에 관한 비교연구 (Comparative Study on Calculation Method for Design Flood Discharge of Dam)

  • 이재홍;이정규;김태웅;강지예
    • 한국수자원학회논문집
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    • 제44권12호
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    • pp.941-954
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    • 2011
  • 본 연구에서는 국내의 다목적 댐을 대상으로 강우-유출 모형에 의한 과거의 홍수량 산정방식과 최근의 홍수량 산정방식을 유역 면적 규모별로 분류하여 비교 분석하였다. 홍수량에 영향을 미치는 기본인자로 강우량, 강우의 시간분포, 유효우량 산정방법, 강우-유출 모형, 매개변수 추정 및 기저유량 등을 선정하여 각 인자별 민감도 분석을 수행함으로써 홍수량에 미치는 영향을 정량적으로 분석하였다. 분석결과 최근의 방법으로 산정한 홍수량과 과거의 방법으로 산정한 홍수량이 유역면적 규모에 따라 다양한 변동폭으로 증가하거나 감소하였는데, 강우의 시간분포 변경이 홍수량을 감소시키는 원인으로 분석되었고, 최근 기상이변에 의한 강우량의 증가와 단위도의 매개변수 추정방법의 변경이 홍수량을 증가시키는 가장 큰 원인으로 분석되었다.

낙동강수계의 소수력자원 특성 분석 (Analysis of Small Hydropower Resource Characteristics for Nakdong River System)

  • 박완순;이철형
    • 한국태양에너지학회 논문집
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    • 제32권6호
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    • pp.68-75
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    • 2012
  • Small hydropower is one of the many types of new and renewable energy, which is planning to develop, as the country is abundant in endowed resources. In order to fully utilize small hydropower resources, there is a need for greater precision in quantifying small hydropower resources and establish an environment in which energy sources can be discovered using the small hydropower resource management system. This study has given greater precision to calculate annual electricity generation and capacity of small hydropower plants of Nakdong river system by inquiring into average annual rainfall, basin area and runoff coefficient, which is anticipated to promote small hydropower resources utilization. Small hydropower resource management system was also established by additionally providing base information on quantified small hydropower resources and analysis function and small hydropower generator status, rivers, basin, rainfall gauging station, water level gauging station etc.. Small hydropower resource management system can be used gather basic information for positive applications of small hydropower energy nationwide.

담수호 유입 오염부하량의 간척농지 영농 전.후 변화 예측 (Prediction of the Pollutant Loading into Estuary Lake according to Non-cultivation and Cultivation conditions of Reclaimed Tidal Land)

  • 윤광식;최수명;양홍모;한국헌;한경수
    • 농촌계획
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    • 제7권1호
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    • pp.27-36
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    • 2001
  • Estimation of current and future loading from watershed is necessary for the sound management of water quality of an estuary lake. Pollution sources of point and non-point source pollution were surveyed and Identified for the Koheung watershed. Unit factor method was used to estimate potential pollutant load from the watershed of current conditions. Flow rate and water qualify of base flow and storm-runoff were monitored in the main streams of the watershed. Estimation of runoff pollutant loading from the watershed into the lake in current conditions was conducted by GWLF model after calibration using observed data. Prospective pollutant loading from the reclaimed paddy fields under cultivation conditions was estimated using the modified CREAMS model. As a result, changes of pollutant loading into estuary lake according to non-cultivation and cultivation conditions of reclaimed tidal land were estimated.

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자원관리시스템을 이용한 한강수계의 소수력자원 분석 (Analysis of Small Hydropower Resources for Han River System Using Resource Management System)

  • 박완순;이철형
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2011년도 춘계학술발표대회 논문집
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    • pp.241-245
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    • 2011
  • Small hydropower is one of the many types of new and renewable energy, which South Korea is planning to develop, as the country is abundant in endowed resources. In order to fully utilize small hydropower resources, there is a need for greater precision in quantifying small hydropower resources and establish an environment in which energy sources can be discovered using the small hydropower resource management system. This study has given greater precision to calculating annual electricity generation and installed capacity of small hydropower plants of Han river system by inquiring into average annual rainfall, basin area and runoff coefficient, which is anticipated to promote small hydropower resources utilization. Small hydropower resource management system was also established by additionally providing base information on quantified small hydropower resources and analysis function and small hydropower generator status, rivers, basin, rainfall gauging station, water level gauging station etc.. Small hydropower resource management system can be used gather basic information for positive applications of small hydropower energy nationwide.

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자원관리시스템을 이용한 낙동강수계의 소수력자원 분석 (Analysis of Small Hydropower Resources for Nakdong River System Using Resource Management System)

  • 박완순;이철형
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2011년도 추계학술발표대회 논문집
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    • pp.354-358
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    • 2011
  • Small hydropower is one of the many types of new and renewable energy, which South Korea is planning to develop, as the country is abundant in endowed resources. In order to fully utilize small hydropower resources, there is a need for greater precision in quantifying small hydropower resources and establish an environment in which energy sources can be discovered using the small hydropower resource management system. This study has given greater precision to calculating annual electricity generation and installed capacity of small hydropower plants of Nakdong river system by inquiring into average annual rainfall, basin area and runoff coefficient, which is anticipated to promote small hydropower resources utilization. Small hydropower resource management system was also established by additionally providing base information on quantified small hydropower resources and analysis function and small hydropower generator status, rivers, basin, rainfall gauging station, water level gauging station etc.. Small hydropower resource management system can be used gather basic information for positive applications of small hydropower energy nationwide.

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기후변화에 따른 홍수기 논의 저류능 변화 분석 (Impact of Climate Change on Paddy Water Storage During Storm Periods)

  • 박근애;박종윤;신형진;박민지;김성준
    • 한국농공학회논문집
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    • 제52권6호
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    • pp.27-37
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    • 2010
  • The effect of potential future climate change on the storage rate of paddy field during storm periods (June - September) was assessed using the daily paddy water balance model. The CCCma CGCM2 data by SRES (special report on emissions scenarios) A2 and B2 scenarios of the IPCC (intergovernmental panel on climate change) was used to assess the future potential climate change. The future weather data for the year 2020s, 2050s and 2080s was downscaled by Change Factor method through bias-correction using 30 years weather data. The future (2020s, 2050s and 2080s) rainfall, storage and irrigation of paddy field, runoff in paddy levee and ponding depth were analyzed for the A2 and B2 climate change scenarios based on a base year (2005). The future irrigation change of paddy field was projected to increase by decrease in rainfall. So, runoff change in paddy levee was decrease slightly, future storage change of paddy was projected to increase.

강우자료의 공간해상도에 따른 모의 유출특성 민감도 고찰 (A Sensitivity of Simulated Runoff Characteristics on the Different Spatial Resolutions of Precipitation Data)

  • 이도길;황세운
    • 한국농공학회논문집
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    • 제65권6호
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    • pp.37-49
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    • 2023
  • Rainfall data is one of the most important data in hydrologic modeling. In this study, the impacts of spatial resolution of precipitation data on hydrological responses were assessed using SWAT in the Santa Fe River Basin, Florida. High correlations were found between the FAWN and NLDAS rainfall data, which are observed weather data and simulated weather data based on observed data, respectively. FAWN-based scenarios had higher maximum rainfall and more rainfall days and events compared to NLDAS-based scenarios. Downstream areas showed lower correlations between rainfall and peak discharge than upstream areas due to the characteristics of study site. All scenarios did not show significant differences in base flow, and showed less than 5% of differences in high flows among NLDAS-based scenarios. The impact of resolution will appear differently depending on the characteristics of the watershed and topography and the applied model, and thus, is a process that must be considered in advance in runoff simulation research. The study suggests that applying the research method to watersheds in Korea may yield more pronounced results, and highlights the importance of considering data resolution in hydrologic modeling.