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    Development of Synthetic Rating Curves: Case Study in Iowa

    Source: Journal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 001::page 05020046-1
    Author:
    Felipe Quintero
    ,
    Marcela Rojas
    ,
    Marian Muste
    ,
    Witold F. Krajewski
    ,
    Gabriel Perez
    ,
    Shirley Johnson
    ,
    Amanda Anderson
    ,
    Toby Hunemuller
    ,
    Bill Cappuccio
    ,
    Jeffrey Zogg
    DOI: 10.1061/(ASCE)HE.1943-5584.0002022
    Publisher: ASCE
    Abstract: This case study describes an economically feasible approach to generate synthetic rating curves that enhance utility of stage-only river gauges. The study is based on a network of 250 bridge-mounted river-stage sensors (BMRSS) that the Iowa Flood Center has deployed in Iowa. The authors investigated using the step-backwater model with the Hydrologic Engineer Center’s River Analysis System (HEC-RAS) to develop a stage-discharge relationship. The authors installed BMRSS at eight sites collocated with USGS gauging stations with well-established stage-discharge ratings to serve as reference. They also surveyed the channel cross sections in the upstream and downstream vicinity of the sensor locations. To account for uncertainty of channel roughness and free surface slope, they ran the model using a Monte Carlo simulation. The resulting rating curve realizations were compared with the USGS reference. The study reports the distribution of relative errors in the synthetic curve estimates, conditioned on the value of discharge. The results show average discharge errors of less than 5% for flows within the main channel banks and less than 3% in the floodplain. The average stage error is 0.43 m (range of 0.2–0.9 m). The authors also explored the error induced by using airborne light detection and ranging (LiDAR)-based topographic surveys for the cross-sectional geometry. They assessed the model-based methodology at an additional 19 locations where USGS maintains rating curves and concluded that the results were inferior compared with those obtained using conventional geodetic surveys. The study provides a basis for expanded monitoring of streams and rivers with stage-only sensors.
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      Development of Synthetic Rating Curves: Case Study in Iowa

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    contributor authorFelipe Quintero
    contributor authorMarcela Rojas
    contributor authorMarian Muste
    contributor authorWitold F. Krajewski
    contributor authorGabriel Perez
    contributor authorShirley Johnson
    contributor authorAmanda Anderson
    contributor authorToby Hunemuller
    contributor authorBill Cappuccio
    contributor authorJeffrey Zogg
    date accessioned2022-02-01T00:31:03Z
    date available2022-02-01T00:31:03Z
    date issued1/1/2021
    identifier other%28ASCE%29HE.1943-5584.0002022.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271560
    description abstractThis case study describes an economically feasible approach to generate synthetic rating curves that enhance utility of stage-only river gauges. The study is based on a network of 250 bridge-mounted river-stage sensors (BMRSS) that the Iowa Flood Center has deployed in Iowa. The authors investigated using the step-backwater model with the Hydrologic Engineer Center’s River Analysis System (HEC-RAS) to develop a stage-discharge relationship. The authors installed BMRSS at eight sites collocated with USGS gauging stations with well-established stage-discharge ratings to serve as reference. They also surveyed the channel cross sections in the upstream and downstream vicinity of the sensor locations. To account for uncertainty of channel roughness and free surface slope, they ran the model using a Monte Carlo simulation. The resulting rating curve realizations were compared with the USGS reference. The study reports the distribution of relative errors in the synthetic curve estimates, conditioned on the value of discharge. The results show average discharge errors of less than 5% for flows within the main channel banks and less than 3% in the floodplain. The average stage error is 0.43 m (range of 0.2–0.9 m). The authors also explored the error induced by using airborne light detection and ranging (LiDAR)-based topographic surveys for the cross-sectional geometry. They assessed the model-based methodology at an additional 19 locations where USGS maintains rating curves and concluded that the results were inferior compared with those obtained using conventional geodetic surveys. The study provides a basis for expanded monitoring of streams and rivers with stage-only sensors.
    publisherASCE
    titleDevelopment of Synthetic Rating Curves: Case Study in Iowa
    typeJournal Paper
    journal volume26
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0002022
    journal fristpage05020046-1
    journal lastpage05020046-12
    page12
    treeJournal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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