Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir Systems

A new methodology was developed for the real-time determination gate control operations of a river-reservoir system to minimize flooding conditions. The methodology is based upon an optimization-simulation model approach interfacing the genetic algorithm within MATLAB with simulation software for sh...

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Main Authors: Hasan Albo-Salih, Larry Mays
Format: Article
Language:English
Published: MDPI AG 2021-04-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/13/9/1207
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spelling doaj-334f3e77eb2a4ba588c4977819e2646c2021-04-27T23:01:52ZengMDPI AGWater2073-44412021-04-01131207120710.3390/w13091207Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir SystemsHasan Albo-Salih0Larry Mays1School of Sustainable Engineering and the Built Environment, Arizona State University, Tempe, AZ 85281, USASchool of Sustainable Engineering and the Built Environment, Arizona State University, Tempe, AZ 85281, USAA new methodology was developed for the real-time determination gate control operations of a river-reservoir system to minimize flooding conditions. The methodology is based upon an optimization-simulation model approach interfacing the genetic algorithm within MATLAB with simulation software for short-term rainfall forecasting, rainfall–runoff modeling (HEC-HMS), and a one-dimensional (1D), two-dimensional (2D), and combined 1D and 2D combined unsteady flow models (HEC-RAS). Both real-time rainfall data from next-generation radar (NEXRAD) and gaging stations, and forecasted rainfall are needed to make gate control decisions (reservoir releases) in real-time so that at time t, rainfall is known and rainfall over the future time-period (Δt) to time t + Δt can be forecasted. This new model can be used to manage reservoir release schedules (optimal gate operations) before, during, and after a rainfall event. Through real-time observations and optimal gate controls, downstream water surface elevations are controlled to avoid exceedance of threshold flood levels at target locations throughout a river-reservoir system to minimize the damage. In an example application, an actual river reach with a hypothetical upstream flood control reservoir is modeled in real-time to test the optimization-simulation portion of the overall model.https://www.mdpi.com/2073-4441/13/9/1207optimizationsimulationriver/reservoir systemsgenetic algorithmrainfall forecastingrainfall runoff models
collection DOAJ
language English
format Article
sources DOAJ
author Hasan Albo-Salih
Larry Mays
spellingShingle Hasan Albo-Salih
Larry Mays
Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir Systems
Water
optimization
simulation
river/reservoir systems
genetic algorithm
rainfall forecasting
rainfall runoff models
author_facet Hasan Albo-Salih
Larry Mays
author_sort Hasan Albo-Salih
title Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir Systems
title_short Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir Systems
title_full Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir Systems
title_fullStr Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir Systems
title_full_unstemmed Testing of an Optimization-Simulation Model for Real-Time Flood Operation of River-Reservoir Systems
title_sort testing of an optimization-simulation model for real-time flood operation of river-reservoir systems
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2021-04-01
description A new methodology was developed for the real-time determination gate control operations of a river-reservoir system to minimize flooding conditions. The methodology is based upon an optimization-simulation model approach interfacing the genetic algorithm within MATLAB with simulation software for short-term rainfall forecasting, rainfall–runoff modeling (HEC-HMS), and a one-dimensional (1D), two-dimensional (2D), and combined 1D and 2D combined unsteady flow models (HEC-RAS). Both real-time rainfall data from next-generation radar (NEXRAD) and gaging stations, and forecasted rainfall are needed to make gate control decisions (reservoir releases) in real-time so that at time t, rainfall is known and rainfall over the future time-period (Δt) to time t + Δt can be forecasted. This new model can be used to manage reservoir release schedules (optimal gate operations) before, during, and after a rainfall event. Through real-time observations and optimal gate controls, downstream water surface elevations are controlled to avoid exceedance of threshold flood levels at target locations throughout a river-reservoir system to minimize the damage. In an example application, an actual river reach with a hypothetical upstream flood control reservoir is modeled in real-time to test the optimization-simulation portion of the overall model.
topic optimization
simulation
river/reservoir systems
genetic algorithm
rainfall forecasting
rainfall runoff models
url https://www.mdpi.com/2073-4441/13/9/1207
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AT larrymays testingofanoptimizationsimulationmodelforrealtimefloodoperationofriverreservoirsystems
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