A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Description of early development of empirical regime equations derived from canal systems in India; correlations of mean velocity with depth and relations involving width; use of wetted perimeter and hydraulic mean depth as alternative parameters to width and mean depth; for cross section, width and depth appropriately measured are correct parameters to use but in all equations involving gradient, hydraulic mean depth enters as variable.
Description of early development of empirical regime equations derived from canal systems in India; correlations of mean velocity with depth and relations involving width; use of wetted perimeter and hydraulic mean depth as alternative parameters to width and mean depth; for cross section, width and depth appropriately measured are correct parameters to use but in all equations involving gradient, hydraulic mean depth enters as variable.
Flow in alluvial channels with sandy mobile beds
Instn Civ Engrs -- Proc
Lacey, G. (author)
1958
19 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Modified Manning formula for flow in alluvial channels with sand-beds
| British Library Online Contents | 2003
Self-Formed Straight Channels in Sandy Beds
| ASCE | 2021
Near Critical Flow in Alluvial Channels
| HENRY – Federal Waterways Engineering and Research Institute (BAW) | 2008
Resistance to Flow in Alluvial Channels
| ASCE | 2021
Resistance to Flow in Alluvial Channels
| ASCE | 2021