## Abstract Many civil infrastructures are located near the confluence of two streams, where they may be subject to inundation by high flows from either stream or both. These infrastructures, such as highway bridges, are designed to meet specified performance objectives for floods of a specified re
โฆ LIBER โฆ
Historical and pooled flood frequency analysis for the River Tay at Perth, Scotland
โ Scribed by N Macdonald; A Werritty; A R Black; L J McEwen
- Book ID
- 111207713
- Publisher
- John Wiley and Sons
- Year
- 2006
- Tongue
- English
- Weight
- 249 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0004-0894
No coin nor oath required. For personal study only.
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## Abstract This paper explores the uncertainties associated with estimating the flow and frequency of a very large historical flood event, the August 1829 flood, on the River Findhorn in the Scottish Highlands, United Kingdom. For different, but plausible, roughness values, the Manning's equation