A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical mathematical analysis leading to derivation of formula for determination of contour of water surface in channel which is not long enough to establish uniform velocity; specific energy; critical depth; entrance conditions; change in slope of invert; stilling pools; experiments on models; tables of specific energy and friction loses in three types of channels. (See also - discussion n 8 Oct 1938 p 425-8)
Theoretical mathematical analysis leading to derivation of formula for determination of contour of water surface in channel which is not long enough to establish uniform velocity; specific energy; critical depth; entrance conditions; change in slope of invert; stilling pools; experiments on models; tables of specific energy and friction loses in three types of channels. (See also - discussion n 8 Oct 1938 p 425-8)
Flow of water in short channels
Instn Civ Engrs -- J
Lisle, C.F.J. (author)
1937
22 pages
Supp plate
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Flow of water in short channels
| Engineering Index Backfile | 1937
Flow of water in earthern channels
| Engineering Index Backfile | 1891
Flow of water in open channels
| Engineering Index Backfile | 1878
Flow of water in drainage channels
| Engineering Index Backfile | 1929
Flow of water in open channels
| Engineering Index Backfile | 1877