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    •   صفحهٔ اصلی
    • نشریات انگلیسی
    • Iranian Journal of Science and Technology Transactions of Civil Engineering
    • Volume 29, Issue 3
    • مشاهده مورد
    •   صفحهٔ اصلی
    • نشریات انگلیسی
    • Iranian Journal of Science and Technology Transactions of Civil Engineering
    • Volume 29, Issue 3
    • مشاهده مورد
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    The initiation of sediment motion in fixed bed channels

    (ندگان)پدیدآور
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    نوع مدرک
    Text
    Research Paper
    زبان مدرک
    English
    نمایش کامل رکورد
    چکیده
    The transport of sediment in open channels is a complex process, and the physics of this phenomenon have not been completely explored. The majority of research work on sediment transport has been concentrated on beds formed of the same mobile sediment and only a few researchers have been concerned with sediment motion over fixed bed. This paper reviews the state of the problem and focuses on some practical points. Sediment threshold experiments were conducted in the two types of V-shaped bottom channels. Sand and gravel particle movements were considered and the relationship between flow discharge and bed shear stress, as well as channel bed slope were found at the threshold condition. Some practical and design equations were found to be more appropriate. It may be found that the effect of cross sectional shape on sediment threshold in fixed bed channels should be examined
    کلید واژگان
    sediment particles
    incipient motion
    fixed bed
    V-shaped channel
    boundary shear stress

    شماره نشریه
    3
    تاریخ نشر
    2005-01-01
    1383-10-12
    ناشر
    Shiraz University

    شاپا
    2228-6160
    URI
    https://dx.doi.org/10.22099/ijstc.2005.790
    http://ijstc.shirazu.ac.ir/article_790.html
    https://iranjournals.nlai.ir/handle/123456789/17445

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