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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Abdulhameed, Uday Hatem | - |
| dc.date.accessioned | 2022-10-30T14:04:18Z | - |
| dc.date.available | 2022-10-30T14:04:18Z | - |
| dc.date.issued | 2013 | - |
| dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/7780 | - |
| dc.description.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 | en_US |
| dc.subject | manning roughness | en_US |
| dc.subject | finite element model | en_US |
| dc.title | Two Dimensional Finite ElementModelto Calculate the Influence of ChannelWidth Variation in Alluvial Channels on BedTransport CapacityWith Constant Value ofManning Coefficient | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | هندسة السدود والموارد المائية | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Two Dimensional Finite Element .pdf | 8.41 kB | Adobe PDF | View/Open |
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