Abstract
Computation of surface profiles for steady gradually varied flow can be accomplished by use of Newton's Iteration Technique. The magnitude of error is controlled and the profile depth can be conveniently calculated at selected distances upstream or downstream from a control point. A Fortran IV program is provided for utilizing the technique in a trapezoidal channel. © 1971.
Recommended Citation
D. L. Fread and T. E. Harbaugh, "Open-channel Profiles By Newton's Iteration Technique," Journal of Hydrology, vol. 13, pp. 70 - 80, Elsevier, Jan 1971.
The definitive version is available at https://doi.org/10.1016/0022-1694(71)90202-2
Department(s)
Civil, Architectural and Environmental Engineering
International Standard Serial Number (ISSN)
0022-1694
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2023 Elsevier, All rights reserved.
Publication Date
01 Jan 1971
