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    Predictability of Annual Sediment Loads Based on Flood Events

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 004
    Author:
    Momcilo Markus
    ,
    Misganaw Demissie
    DOI: 10.1061/(ASCE)1084-0699(2006)11:4(354)
    Publisher: American Society of Civil Engineers
    Abstract: Water resources managers always are searching for cost-effective monitoring programs that provide maximum information for minimum cost. Monitoring of sediment discharges from streams and rivers is one of the expensive efforts that is always reduced or cut when financial resources are limited. This has resulted in a very limited number of long-term sediment monitoring sites in the United States. Instead of long-term continuous monitoring programs, alternative monitoring approaches could potentially provide reliable estimates of sediment loads at reduced cost. One of those approaches is monitoring sediment loads during flood events and then using that information to estimate annual sediment loads. To test this approach, annual suspended sediment loads calculated based on continuous sediment monitoring were compared with the loads calculated based on monitoring the major floods only. Streams transport large percentages of the annual sediment loads from a watershed during a small number of floods that occur over relatively short time periods in a year. It was found that in Illinois, on average, the single highest, two highest, three highest, and four highest floods in a year transport 32, 49, 61, and 68% of the annual load, respectively. Consequently, the annual sediment loads were correlated highly with sediment transported during the highest floods. Thus, annual sediment loads can be predicted based on the sediment data during the highest floods. The predictions were tested on 27 small and medium streams in Illinois, for the period 1977–2000. The median error for predicting the annual load ranged from 42% for the single highest flood to 16% for the four highest floods. When resources are limited and the main purpose of the monitoring is estimation of annual sediment loads, a monitoring program based on flood events represents a more economical option.
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      Predictability of Annual Sediment Loads Based on Flood Events

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    contributor authorMomcilo Markus
    contributor authorMisganaw Demissie
    date accessioned2017-05-08T21:23:58Z
    date available2017-05-08T21:23:58Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%291084-0699%282006%2911%3A4%28354%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49958
    description abstractWater resources managers always are searching for cost-effective monitoring programs that provide maximum information for minimum cost. Monitoring of sediment discharges from streams and rivers is one of the expensive efforts that is always reduced or cut when financial resources are limited. This has resulted in a very limited number of long-term sediment monitoring sites in the United States. Instead of long-term continuous monitoring programs, alternative monitoring approaches could potentially provide reliable estimates of sediment loads at reduced cost. One of those approaches is monitoring sediment loads during flood events and then using that information to estimate annual sediment loads. To test this approach, annual suspended sediment loads calculated based on continuous sediment monitoring were compared with the loads calculated based on monitoring the major floods only. Streams transport large percentages of the annual sediment loads from a watershed during a small number of floods that occur over relatively short time periods in a year. It was found that in Illinois, on average, the single highest, two highest, three highest, and four highest floods in a year transport 32, 49, 61, and 68% of the annual load, respectively. Consequently, the annual sediment loads were correlated highly with sediment transported during the highest floods. Thus, annual sediment loads can be predicted based on the sediment data during the highest floods. The predictions were tested on 27 small and medium streams in Illinois, for the period 1977–2000. The median error for predicting the annual load ranged from 42% for the single highest flood to 16% for the four highest floods. When resources are limited and the main purpose of the monitoring is estimation of annual sediment loads, a monitoring program based on flood events represents a more economical option.
    publisherAmerican Society of Civil Engineers
    titlePredictability of Annual Sediment Loads Based on Flood Events
    typeJournal Paper
    journal volume11
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2006)11:4(354)
    treeJournal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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