A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nonuniform Flow in Flat Rectangular Channels
Nonuniform flow is possible in flat open channels and the surface profile of flow in such a channel is always in the form of a backwater curve. The present practice for backwater profile computations either needs expensive computer time or it employs a very tedious manual trial and error method. An easy-to-use alinement chart is developed for determining surface profile of subcritical, gradually varied flow in flat rectangular open channels. The only parameter needed in applying the chart is the critical depth which can also be read from an auxiliary scale in the chart. Knowledge of nonuniform flow is not essential for using the chart. Numerical examples are included.
Nonuniform Flow in Flat Rectangular Channels
Nonuniform flow is possible in flat open channels and the surface profile of flow in such a channel is always in the form of a backwater curve. The present practice for backwater profile computations either needs expensive computer time or it employs a very tedious manual trial and error method. An easy-to-use alinement chart is developed for determining surface profile of subcritical, gradually varied flow in flat rectangular open channels. The only parameter needed in applying the chart is the critical depth which can also be read from an auxiliary scale in the chart. Knowledge of nonuniform flow is not essential for using the chart. Numerical examples are included.
Nonuniform Flow in Flat Rectangular Channels
Yao, Kuan M. (author)
Journal of the Hydraulics Division ; 97 ; 1343-1348
2021-01-01
61971-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| British Library Online Contents | 2013
Calculation of nonuniform flow in channels with stepped banks
| Engineering Index Backfile | 1954
Laminar flow in rough rectangular channels
| Engineering Index Backfile | 1961