Abstract
This discussion provides highlights with regard to determination of the appropriate length for boundary layer development over non-uniform sand bed channels with and without seepage. It is demonstrated that the compound effects of Kármán’s coefficient κ and virtual origin should be accounted to quantify the behaviour of roughness length over non-uniform sand bed channels with seepage.
Original language | English |
---|---|
Pages (from-to) | 282 |
Number of pages | 1 |
Journal | ISH Journal of Hydraulic Engineering |
Volume | 25 |
Issue number | 3 |
DOIs |
|
State | Published - 2 Sep 2019 |
Externally published | Yes |
Keywords
- Non-uniform sand bed
- flume experiment
- seepage
- turbulence
- velocity measurement