Ramli Mat Suki, (1990) Tegasan ricih di dalam pengangkutan endapan betung ribut. Jurnal Kejuruteraan, 2 .
Full text not available from this repository.
Official URL: http://www.ukm.my/jkukm/index.php/jkukm
Abstract
The critical shear stress approach is an alternative approach in storm sewer design. Analysis is conducted on this approach as a criterion in sediment transport in storm sewer and subsequently compared to the velocity approach. Comparison made showed that the critical shear stress method gives higher velocity than the velocity approach. The difference in assessing the shear stress is the main reason for this approach to produce high velocity
| Item Type: | Article |
|---|---|
| Keywords: | Sediment Transport; Critical Shear Stress; Critical Velocity; Storm Sewer design |
| Journal: | Jurnal Kejuruteraan |
| ID Code: | 1281 |
| Deposited By: | Ms. Nor Ilya Othman |
| Deposited On: | 16 May 2011 03:41 |
| Last Modified: | 11 Oct 2011 03:45 |
Repository Staff Only: item control page
