Abstract
This paper explores hydraulic uncertainty in flood levee capacity, which results from the inability of mathematical models and/or empirical equations to describe completely the physical flow process of floods. The hydraulic uncertainty is evaluated through a first-order analysis of uncertainties of Manning's equation. This study shows that the roughness coefficient and the friction slope dominate the variation in hydraulic uncertainty in that they account for 95% of the hydraulic uncertainty. A procedure is developed for determining the hydraulic effect of friction slope uncertainty.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 928-934 |
| Number of pages | 7 |
| Journal | Journal of Hydraulic Engineering |
| Volume | 112 |
| Issue number | 10 |
| DOIs | |
| State | Published - Aug 1986 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Water Science and Technology
- Mechanical Engineering