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    Accuracy of Selected Techniques for Estimating Ice‐Affected Streamflow

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author:
    John F. Walker
    DOI: 10.1061/(ASCE)0733-9429(1991)117:6(697)
    Publisher: American Society of Civil Engineers
    Abstract: This paper compares the accuracy of selected techniques for estimating streamflow during ice‐affected periods. The techniques are classified into two categories—subjective and analytical—depending on the degree of judgment required. Discharge measurements have been made at three streamflow‐gauging sites in Iowa during the 1987–88 winter and used to establish a baseline streamflow record for each site. Using data based on a simulated six‐week field‐trip schedule, selected techniques are used to estimate discharge during the ice‐affected periods. For the subjective techniques, three hydrographers have independently compiled each record. Three measures of performance are used to compare the estimated streamflow records with the baseline streamflow records: the average discharge for the ice‐affected period, and the mean and standard deviation of the daily errors. Based on average ranks for three performance measures and the three sites, the analytical and subjective techniques are essentially comparable. For two of the three sites, Kruskal‐Wallis one‐way analysis of variance detects significant differences among the three hydrographers for the subjective methods, indicating that the subjective techniques are less consistent than the analytical techniques. The results suggest analytical techniques may be viable tools for estimating discharge during periods of ice effect, and should be developed further and evaluated for sites across the United States.
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      Accuracy of Selected Techniques for Estimating Ice‐Affected Streamflow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/23476
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    contributor authorJohn F. Walker
    date accessioned2017-05-08T20:41:09Z
    date available2017-05-08T20:41:09Z
    date copyrightJune 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A6%28697%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23476
    description abstractThis paper compares the accuracy of selected techniques for estimating streamflow during ice‐affected periods. The techniques are classified into two categories—subjective and analytical—depending on the degree of judgment required. Discharge measurements have been made at three streamflow‐gauging sites in Iowa during the 1987–88 winter and used to establish a baseline streamflow record for each site. Using data based on a simulated six‐week field‐trip schedule, selected techniques are used to estimate discharge during the ice‐affected periods. For the subjective techniques, three hydrographers have independently compiled each record. Three measures of performance are used to compare the estimated streamflow records with the baseline streamflow records: the average discharge for the ice‐affected period, and the mean and standard deviation of the daily errors. Based on average ranks for three performance measures and the three sites, the analytical and subjective techniques are essentially comparable. For two of the three sites, Kruskal‐Wallis one‐way analysis of variance detects significant differences among the three hydrographers for the subjective methods, indicating that the subjective techniques are less consistent than the analytical techniques. The results suggest analytical techniques may be viable tools for estimating discharge during periods of ice effect, and should be developed further and evaluated for sites across the United States.
    publisherAmerican Society of Civil Engineers
    titleAccuracy of Selected Techniques for Estimating Ice‐Affected Streamflow
    typeJournal Paper
    journal volume117
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:6(697)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 006
    contenttypeFulltext
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