Abstract
We derive a simple analytical correction of a well-known standard formulation of the gravity wave height produced in a prismatic channel due to a sudden discharge stoppage at the downstream end of the channel. The proposed analytical correction considers the vertical growth of the wave and, as a result, takes into account the effect of the channel bed slope on the wave height. This simple correction is useful to be considered in preliminary designs of relatively long channels subject to unsteady flow conditions.
Original language | English (US) |
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Article number | 007005QHY |
Pages (from-to) | 328-330 |
Number of pages | 3 |
Journal | Journal of Hydraulic Engineering |
Volume | 136 |
Issue number | 5 |
DOIs | |
State | Published - May 2010 |
Externally published | Yes |
Keywords
- Gravity wave
- Open channel
- Unsteady flow
- Wave height model
ASJC Scopus subject areas
- Civil and Structural Engineering
- Water Science and Technology
- Mechanical Engineering