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About Tutorial 2
1. The stream is expected to have bed dunes or a high-regime plane bed based on the Shields criterion. Sediment motion is expected as the threshold shear stress is exceeded. 2. Given the channel parameters, the calculated flow depth is 3.55m, resulting in an applied shear stress of 31.34 N/m2. This exceeds the critical shear stress of 2.2 N/m2, so the bed sediment will be subjected to motion. 3. For the given channel with a bed slope of 1x10^-4, the maximum discharge without sediment motion is calculated to be 1.89 m2/s based on the critical shear stress from Shields curve of
Detailed Information
| Author: | ['zelalemniguse'] |
|---|---|
| Publication Year: | 2020 |
| Pages: | 11 |
| Language: | English |
| Format: | |
| Price: | FREE |
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