A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Dividing Flow in an Open Channel
The performance of a one dividing channel is studied in detail. The hydraulic jumps and recirculation regions near the junction are described and correlated with the over-all performance. Theoretical models predicting the essential features are developed. A concentration coefficient characterizing the separated flow in the branch must be determined experimentally.
Dividing Flow in an Open Channel
The performance of a one dividing channel is studied in detail. The hydraulic jumps and recirculation regions near the junction are described and correlated with the over-all performance. Theoretical models predicting the essential features are developed. A concentration coefficient characterizing the separated flow in the branch must be determined experimentally.
Dividing Flow in an Open Channel
Law, Shiu Wai (author) / Reynolds, Alan J. (author)
Journal of the Hydraulics Division ; 92 ; 207-231
2021-01-01
251966-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| Engineering Index Backfile | 1966
Closure to “Dividing Flow in an Open Channel”
| ASCE | 2021
Discussion of “Dividing Flow in an Open Channel”
| ASCE | 2021
Discussion of “Dividing Flow in an Open Channel”
| ASCE | 2021
Discussion of “Dividing Flow in an Open Channel”
| ASCE | 2021