An Experimental Investigation of Bridgeflow II Kerb Channel Units
محل انتشار: ماهنامه بین المللی مهندسی، دوره: 15، شماره: 6
سال انتشار: 1381
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 115
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شناسه ملی سند علمی:
JR_IJE-15-6_003
تاریخ نمایه سازی: 19 اسفند 1400
چکیده مقاله:
The results of an experimental investigation of kerbside bridge deck drainage units are presented. The conveyance capacity, resistance coefficients and sediment transporting efficiencies of different types of drainage unit used in shallow bridge drainage decks are examined over a range of bed gradients likely to be encountered in practice. The use of a V-shaped cross section is shown to be particularly effective in transporting sand and gravel material along the channel, and sediment threshold equations are presented. The overall hydraulic resistance of kerbside drainage units, together with the effect of joints and rib roughness on the walls of some other types of unit, is also illustrated.
کلیدواژه ها:
Experimental Investigation ، Kerbside Bridge Drainage Units ، Conveyance Capacity ، V ، Shaped Bottom Cross ، section ، Sediment Threshold ، Hydraulic resistance ، Rib Roughness
نویسندگان
David Wilson
, Cast Iron Services Ltd (CIS),
M. Mohammadi
Civil Engineering, Urmia University