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Two Dimensional Finite Element Model to Calculate the Influence of Channel Width Variation in Alluvial Channels on Bed Transport Capacity With Constant Value of Manning Coefficient | ||
| Iraqi Journal of Civil Engineering | ||
| Article 10, Volume 9, Issue 1, 2013, Pages 69-84 PDF (428.78 K) | ||
| DOI: 10.37650/ijce.2013.80592 | ||
| Author | ||
| Uday Hateem Abdulhameed | ||
| Abstract | ||
| The effect of change of channel width on bed load and transport load of sedimentation for given discharge are studied. The transport load is a mathematical function of change in channel width . The phenomena of transport load of sedimentation in a meandering alluvial channels are significant problems in river engineering and important factor that effects on the works of river control . The finite element model is developed to determine the effect of change of channel width on bed load capacity to ( 2.5 km ) length of the Euphrates river within hit city used value of manning roughness is ( 0.028 ). Calculated the optimum width actualized maximum transport capacity . | ||
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