• Title/Summary/Keyword: Reservoir Operation Method(ROM) for flood time

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Improvement for Reservoir Operation Module of Flood Forecasting-Warning Systems in Han River (한강 홍수예경보시스템의 저수지 운영모듈 개선)

  • Kwon, Oh-Ig;Kim, Sung;Shim, Myung-Pil
    • Journal of Korea Water Resources Association
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    • v.32 no.6
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    • pp.685-695
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    • 1999
  • On the premise of flood control procedure, flood forecasting-warning, system(FFWS) is one of actions for disaster prevention. It makes public announcements for flood situations timely in order to mitigate damage from floodings. Multi-purpose dam which has flood control storage plays an important role in river basin at flood time. In FFWS, it is reservoir operation module that is related to reservoir operation of multi-purpose dam. This study considers the current conditions and problems in reservoir operation module of FFWS in Han River and improves reservoir operation module under limited research scope. As results, additional reservoir operation modules such as Technical ROM(Reservoir Operation Method) and ARD(Approved Release Discharge) ROM were built in FFWS. Using these newly built reservoir operation modules. Han River Flood Control Office will plan and work for flood control and flood forecasting. Firstly, it may plan for flood control by Technical ROM which is deterministic simulation model, and work for final flood control and flood forecasting by ARD ROM according to approved release discharge afterward.

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Reservoir Operation at Flood Time by Transformed Reservoir Flood(TRF) Reservoir Operation Method(ROM) (저수지 홍수변환법에 의한 홍수시 저수지 운영)

  • Gwon, O-Ik;Sim, Myeong-Pil
    • Journal of Korea Water Resources Association
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    • v.31 no.1
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    • pp.105-113
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    • 1998
  • Reservoir operation during flood period can be divided into two parts: One is for an operating policy during flood period to consider water conservation and flood control, and the other is for flood time on a random water level at flood forecasting, This study is concerned with reservoir operation and discusses general reservoir operation at flood time. Flood control has problems such as the uncertainty of hydrologic models. technical limitations and some constraints. Therefore, we may prepare the quantitative flood control methods based on the assured flood control storage for reservoir operation. Transformed Reservoir Flood(TRF) Reservoir Operation Method(ROM) is a procedure which determines the adequate releases with considering dam safety for flood inflows over non-damaging discharge. Based on the TRF ROM which was explained in our published paper. the study discusses the TRF ROM with additional investigations and the general reservoir operation rules at flood time.

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Flood Control Operation of Soyang and Choongju Reservoirs by the Min-max DP (Min-Max DP에 의한 소양 및 충주호의 홍수조절운영)

  • 오영민;이길성
    • Water for future
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    • v.19 no.4
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    • pp.339-346
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    • 1986
  • A real-time single reservoir operation model using the Min-max Dynamic Programming for the flood control of Soyanggang Dam and Choongju Dam is developed. The objective function is to minimize the maximum release from each dam and the constraints are those from ther reservoir and channel characteristics. Control and utilization efficiencies are used to measure the performance of the reservoir operation method (ROM). In comparison with those of simulation models(such as the Rigid ROM, the Technical ROM and the Linear Decision Rule), the efficiencies of the optimization model are superior for all return periods.

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Development of Flood Analysis Module for the Implementation of a Web-Based Flood Management System (웹기반 홍수관리시스템 구현을 위한 홍수분석모듈개발)

  • Jung, In Kyun;Park, Jong Yoon;Kim, Seong Joon;Jang, Cheol Hee
    • Journal of The Korean Society of Agricultural Engineers
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    • v.56 no.6
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    • pp.103-111
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    • 2014
  • This study was to develop the flood analysis module (FAM) for implementation of a web-based real-time agricultural flood management system. The FAM was developed to apply for an individual watershed, including agricultural reservoir. This module calculates the flood inflow hydrograph to the reservoir using effective rainfall by NRCS-CN method and unit hydrograph calculated by Clark, SCS, and Nakayasu synthetic unit hydrograph methods, and then perform the reservoir routing by modified Puls method. It was programmed to consider the automatic reservoir operation method (AutoROM) based on flood control water level of reservoir. For a $15.7km^2$ Gyeryong watershed including $472{\times}10^4m^3$ agricultural reservoir, rainfall loss, rainfall excess, peak inflow, total inflow, maximum discharge, and maximum water level for each duration time were compared between the FAM and HEC-HMS (applied SCS and Clark unit hydrograph methods). The FAM results showed entirely consistent for all components with simulated results by HEC-HMS. It means that the applied methods to the FAM were implemented properly.