Computation of water-surface profiles in open channels
Techniques of Water-Resources Investigations
03-A15
By: Jacob Davidian
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Abstract
The standard step-backwater method of computing water-surface profiles is described in this chapter. The hydraulic principles and assumptions are reviewed, and the field data requirements are described. Certain special cases of backwater curves and certain special field conditions are discussed in detail. The technique is used to establish or extend stage-discharge ratings; to define areas which will be innundated by flood flows of a given frequency; and to compute profiles through various reaches, including multichannel flows, and past control structures such as bridges, culverts, and road embankments. A brief description of analysis of floodways and effects of encroachments is also presented.
Suggested Citation
Davidian, J., 1984, Computation of water-surface profiles in open channels: U.S. Geological Survey Techniques of Water-Resources Investigations 03-A15, x, 48 p. :ill. ;26 cm. Reprinted in 1994., https://doi.org/10.3133/twri03A15.
| Publication type | Report |
|---|---|
| Publication Subtype | USGS Numbered Series |
| Title | Computation of water-surface profiles in open channels |
| Series title | Techniques of Water-Resources Investigations |
| Series number | 03-A15 |
| DOI | 10.3133/twri03A15 |
| Year Published | 1984 |
| Language | ENGLISH |
| Publisher | U.S. G.P.O. ;For sale by the Distribution Branch, U.S. Geological Survey, |
| Description | x, 48 p. :ill. ;26 cm. Reprinted in 1994. |