• Title/Summary/Keyword: HEC-HMS

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Flood Forecasting Method by Operating Serial Weir in Nakdong River (낙동강 직렬보 운영에 따른 홍수예측 기법)

  • Lee, Jun-Ho;Jung, Sung-Soon;Keun, Ho-Jun;No, Hwang-Won;Jee, Hong-Ki
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.426-429
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    • 2011
  • 본 연구의 목적은 유역의 홍수사상을 모의하는데 널리 이용되고 있는 HEC-HMS와 하도의 수리해석에 이용되고 있는 HEC-RAS를 결합시켜 직렬보 운영에 따른 홍수예측을 수행하는 절차를 확립하는데 있다. 따라서 본 연구에서는 낙동강유역을 적용 대상유역으로 선정하고 주요 지류를 대상으로 38개 소유역을 분할하여 유역추적을 실시하였으며, 유역추적기법은 Clark법을 채택하였다. 또한 하도의 홍수추적은 HEC-RAS의 부정류 알고리즘을 이용한 홍수파 도달시간을 산정하여 직렬보 운영에 따른 하도의 주요지점에 대한 홍수예측을 수행하였다.

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Characteristics of Runoff on Urban Watershed in Jeju island, Korea (제주도 도심하천 유역의 유출특성 해석)

  • Jung, Woo-Yul;Yang, Sung-Kee;Lee, Jun-Ho
    • Journal of Environmental Science International
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    • v.22 no.5
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    • pp.555-562
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    • 2013
  • Jeju Island, the heaviest raining area in Korea, is a volcanic Island located at the southernmost of Korea, but most streams are of the dry due to its hydrological/geological characteristics different from those of inland areas. Therefore, there are limitations in applying the results from the mainland to the studies on stream run-off characteristics analysis and water resource analysis of Jeju Island. In this study, the SWAT(soil & water assessment tool) model is used for the Hwabuk stream watershed located east of the downtown to calculate the long-term stream run-off rate, and WMS(watershed modeling system) and HEC-HMS(hydrologic modeling system) models are used to figure out the stream run-off characteristics due to short-term heavy rainfall. As the result of SWAT modelling for the long-term rainfall-runoff model for Hwabuk stream watershed in 2008, 5.66% of the average precipitation of the entire basin was run off, with 3.47% in 2009, 8.12% in 2010, and root mean square error(RMSE) and determination coefficient($R^2$) was 496.9 and 0.87, respectively, with model efficient(ME) of 0.72. From the results of WMS and HEC-HMS models which are short-term rainfall-runoff models, unless there was a preceding rainfall, the runoff occurred only for rainfall of 40mm or greater, and the run-off duration averaged 10~14 hours.

Determination of Suitable Antecedent Precipitation Day for the Application of NRCS Method in the Korean Basin (NRCS 유효우량 산정방법의 국내유역 적용을 위한 적정 선행강우일 결정 방안)

  • Lee, Myoung Woo;Yi, Choong Sung;Kim, Hung Soo;Shim, Myung Pil
    • Journal of Wetlands Research
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    • v.7 no.3
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    • pp.41-48
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    • 2005
  • Generally the estimation of effective rainfall is important in the rainfall-runoff analysis. So, we must pay attention to selecting more accurate effective rainfall estimation method. Although there are many effective rainfall estimation methods, the NRCS method is widely used for the estimation of effective rainfall in the ungaged basin. However, the NRCS method was developed based on the characteristics of the river basin in USA. So, it may have problems to use the NRSC method in Korea without its verification. In the NRCS method, the antecedent precipitation of 5-day is usually used for the estimation of effective rainfall. The main purpose of this study is to investigate the suitable antecedent precipitation day in Korea river basin through the case study. This study performs the rainfall-runoff simulation for the Tanbu river basin by HEC-HMS model under the condition of varying the antecedent precipitation day from 1-day to 7-day and performs goodness of fit test by Monte Carlo simulation method. The antecedent precipitation of 2-day shows the most preferable result in the analysis. This result indicates that the NRCS method should be applied with caution according to the characteristics of the river basin.

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Prediction of Climate Change Impacts on Streamflow of Daecheong Lake Area in South Korea

  • Kim, Yoonji;Yu, Jieun;Jeon, Seongwoo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.169-169
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    • 2020
  • According to the IPCC analysis, severe climate changes are projected to occur in Korea as the temperature is expected to rise by 3.2 ℃, the precipitation by 15.6% and the sea level by 27cm by 2050. It is predicted that the occurrence of abnormal climate phenomena - especially those such as increase of concentrated precipitation and extreme heat in the summer season and severe drought in the winter season - that have happened in Korea in the past 30 years (1981-2010) will continuously be intensified and accelerated. As a result, the impact on and vulnerability of the water management sector is expected to be exacerbated. This research aims to predict the climate change impacts on streamflow of Daecheong Lake area of Geum River in South Korea during the summer and winter seasons, which show extreme meteorological events, and ultimately develop an integrated policy model in response. We projected and compared the streamflow changes of Daecheong Lake area of Geum River in South Korea in the near future period (2020-2040) and the far future period (2041-2060) with the reference period (1991-2010) using the HEC-HMS model. The data from a global climate model HadGEM2-AO, which is the fully-coupled atmosphere-ocean version of the Hadley Centre Global Environment Model 2, and RCP scenarios (RCP4.5 and RCP8.5) were used as inputs for the HEC-HMS model to identify the river basins where cases of extreme flooding or drought are likely to occur in the near and far future. The projections were made for the summer season (July-September) and the winter season(November-January) in order to reflect the summer monsoon and the dry winter. The results are anticipated to be used by policy makers for preparation of adaptation plans to secure water resources in the nation.

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The Study of the Fitness on Calculation of the Flood Warning Trigger Rainfall Using GIS and GCUH (GIS와 GCUH를 이용한 돌발홍수 기준우량 산정의 타당성 검토 연구)

  • Shin, Hyun-Suk;Kim, Hong-Tae;Park, Moo-Jong
    • Journal of Korea Water Resources Association
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    • v.37 no.5
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    • pp.407-424
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    • 2004
  • Using geomorphoclimatic unit hydrograph(GCUH), we estimated the fitness to calculate the mountainous area discharge and flash flood trigger rainfall(FFTR). First, we compared the GCUH peak discharge with the existing report using the design storm at the Dukcheon basin. Second, we compared the HEC-HMS(Hydrologic Engineering Center-Hydrologic Modeling System) model and GCUH with the observed discharge using the real rainfall events at the Taesu stage gage. Third, GCUH and NRCS(Natural Resources Conservation Service) were used for calculating FFTR and proper calculation method was shown. At the Dukcheon basin, the comparison result of using design storm was shown in Table 11, and it was not in excess of 1.1, except for the 30 year return period. In case of real rainfall events, the result was shown in Table 12, and GCUH discharges were all larger than the HEC-HMS model discharges, and they were very similar to the observed data at the Taesu stage gage. In this study, we found that GCUH was a very proper method in the calculation of mountainous discharge. At the Dukcheon basin, FFTR was 12.96 mm in the first 10 minutes when the threshold discharge was 95.59 $m^3$/sec.

Modeling Downstream Flood Damage Prediction Followed by Dam-Break of Small Agricultural Reservoir (농업용 소규모 저수지의 붕괴에 따른 하류부 피해예측 모델링)

  • Park, Jong-Yoon;Joh, Hyung-Kyung;Jung, In-Kyun;Jung, Kwan-Soo;Lee, Joo-Heon;Kang, Bu-Sik;Yoon, Chang-Jin;Kim, Seong-Joon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.52 no.6
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    • pp.63-73
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    • 2010
  • This study is to develop a downstream flood damage prediction model for efficient confrontation in case of extreme and flash flood by future probable small agricultural dam break situation. For a Changri reservoir (0.419 million $m^3$) located in Yongin city of Gyeonggi province, a dam break scenario was prepared. With the probable maximum flood (PMF) condition calculated from the probable maximum precipitation (PMP), the flood condition by dam break was generated by using the HEC-HMS (Hydrologic Engineering Center - Hydrologic Modeling System) model. The flood propagation to the 1.12 km section of Hwagok downstream was simulated using HEC-RAS (Hydrologic Engineering Center - River Analysis System) model. The flood damaged areas were generated by overtopping from the levees and the boundaries were extracted for flood damage prediction, and the degree of flood damage was evaluated using IDEM (Inundation Damage Estimation Method) by modifying MD-FDA (Multi-Dimensional Flood Damage Analysis) and regression analysis simple method. The result of flood analysis by dam-break was predicted to occurred flood depth of 0.4m in interior floodplain by overtopping under PMF scenario, and maximum flood depth was predicted up to 1.1 m. Moreover, for the downstream of the Changri reservoir, the total amount of the maximum flood damage by dam-break was calculated nearly 1.2 billion won by IDEM.

A Study on the Analysis of Flood Immersion in the Geum River Basin Using 2D Hydraulic Model (2차원 수리모형을 활용한 금강 유역 침수 모의 분석에 관한 연구)

  • Park, Seung Ju;Jang, Suk Hwan;Jo, Jun Won;Shin, Jea Hwan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.389-389
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    • 2020
  • 최근 이상기후의 영향으로 게릴라성 호우 및 태풍과 같은 자연재해의 발생 요인이 증가하고 있다. 특히 여름철 집중호우는 농경지의 범람, 도심지역 저지대의 침수피해 유발, 하천 주변 저지대 및 수공구조물의 안전을 위협하고 있다. 이에 따라 본 연구에서는 HEC-RAS 5.0.3을 활용하여 금강 유역의 2차원 침수 모의를 수행하고, 그 적용성을 평가하고자 한다. 대상지역은 금강 수계 하천기본계획 보고서의 하천 횡단면도와 평면도를 활용하여 모형을 구축하였으며, 강우자료는 인근 기상관측소의 관측자료를 수집하였다. HEC-HMS를 이용하여 강우에 의한 유출량을 산정하였으며, 산정된 유출량을 HEC-RAS에 입력하여 수위를 계산하고 2차원 모의기능을 이용하여 침수해석을 수행하였다. HEC-RAS의 2차원 침수 모의 기능은 기존 1차원 하천 수위 모의와의 연계하여 하천기본계획 수립을 위한 침수 해석 등에 널리 활용될 수 있을 것이라 판단되고, 본 연구의 결과는 침수 모의 적용성 분석의 기초자료로 활용될 수 있을 것으로 기대된다.

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Establishment of hydraulic/hydrological models in the Mekong pilot area using global satellite-based water resources data II - focusing on HEC-RTS/RAS model application (글로벌 위성기반 수자원 데이터 활용 메콩지역 수리/수문모델 시범 구축 II - HEC-RTS/RAS 모형 적용을 중심으로)

  • Cho, Younghyun;Noh, Joonwoo;Park, Sang Young;Park, Jin Hyeog
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.121-121
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    • 2022
  • 한국과 미국은 2018년 8월에 발표한 메콩우호국(Friends of the Lower Mekong, FLM) "메콩지역 수자원 데이터 관리 및 정보공유 강화에 관한 공동성명"을 계기로 메콩유역의 실시간 수자원 변동 모니터링 및 분석과 수자원 데이터 공동활용 역량을 강화하여 효율적이고 과학적인 수자원관리 지원과 함께 한국의 신남방정책과 미국의 인도-태평양 전략 시너지효과를 극대화하고자 메콩 주변국 재해경감 및 수자원 데이터 활용 역량강화를 위한 글로벌 위성기반 수문자료의 생산·활용 및 홍수·가뭄 등의 수재해 분석기술을 개발하고 있다. 여기에는 한국 K-water의 물관리 기술과 미국 NASA, USACE의 위성활용 및 수자원분석 기술을 접목하여 메콩지역의 체계적인 물관리 및 재해로부터 안전성 확보 기여에 목표를 두고 연구를 진행 중에 있다. 본 연구에서는 전 세계적으로 광범위하게 활용되고 있는 미공병단(USACE, U.S. Army Corps of Engineers)의 HEC software 프로그램을 메콩 시범지역(pilot area)에 적용하여 수리/수문모델 구축을 진행하고 있다. 구축되는 모형은 유역 상류 댐의 연계 모의운영 및 하류 홍수분석이 동시 가능한 HEC-RTS(Real-Time Simulation)로 이는 HEC-HMS, -ResSim, -RAS와 -FIA 모형이 순차적으로 결합된 수리/수문 모델링 시스템이다. 모형의 시범적용 지역은 현지 메콩위원회(MRC, Mekong River Comission)의 의견 등을 반영, 메콩강 하류지역(Lower Mekong) 본류 유역에 위성자료 활용 및 준실시간(near real-time)으로 댐 모의운영 등을 고려할 수 있는 JingHong댐(중국 란창강 최하류)에서 라오스 Xayaburi댐(메콩강 최상류)까지의 구간을 선정하였으며, 전년도에는HEC-RTS 중 HMS(Hydrologic Modeling System) 모형 적용을 중심으로 가용한 위성자료(GPM IMERG)를 활용하여 과거 홍수사상에 대한 모의를 고려한 강우-유출모형의 구축을 완료하였다. 이에 연속하여 금년도에는 동일유역 내 하천 단면 등이 확보된 Chiang Saen 지점에서 Xayaburi 댐까지의 구간에 대해 RAS(River Analysis System)을 구축할 예정으로 구축된 RAS 모형은 HEC-RTS에 포함되어 메콩 시범지역의 종합적 수리/수문분석에 적용될 예정이다.

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Estimation of Design Flood Runoff in Ungaged Forest Watershed to Reduce Flood Damage within the National Park (국립공원내 홍수피해 저감을 위한 미계측 산림지역의 설계홍수량 추정)

  • Kim, Sang-Min;Im, Sang-Jun;Lee, Sang-Ho;Kim, Hyung-Ho;Ma, Ho-Seop;Jeong, Won-Ok
    • Journal of The Korean Society of Agricultural Engineers
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    • v.51 no.5
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    • pp.107-113
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    • 2009
  • The purpose of this study is to estimate the design flood runoff for ungaged forest watershed to reduce the flood damage in national park. Daewonsa watershed in Jirisan National Park was selected as study watershed, of which characteristic factors were obtained from GIS data. Flood runoff was simulated using SCS unit hydrograph module in HEC-HMS model. SCS Curve Number (CN) was calculated from forest type area weighted average method. Huff's time distribution of second-quartile storm of the Sancheong weather station, which is nearest from study watershed, was used for design flood runoff estimation. Critical storm duration for the study watershed was 3 hrs. Based on the critical duration, the peak runoff for each sub-watershed were simulated. It is recommended to monitor the long-term flow data for major stream stations in National Park for a better reliable peak runoff simulation results.

Decision of Storage Coefficient and Concentration Time of Observed Basin Using Nash Model's Structure (Nash 모형의 구조를 이용한 관측유역의 저류상수 및 집중시간 결정)

  • Yoo, Chul-Sang;Shin, Jung-Woo
    • Journal of Korea Water Resources Association
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    • v.43 no.6
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    • pp.559-569
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    • 2010
  • This study proposes an empirical method for estimating the concentration time and storage coefficient of a basin using the Nash unit hydrograph. This method is based on the analytically derived concentration time and storage coefficient of the Nash model. More fundamentally, this method recursively searches convergent number of linear reservoirs and storage coefficient of linear reservoir representing the basin given. This method is to overcome the problem of HEC-HMS to use an optimization technique to estimate the basin concentration time and storage coefficient. The proposed method was applied to the Bangrim station of the Pyungchang river basin, also found to estimate physically reasonable values.