Major hydraulic discontinuities along lowland rivers may be caused by water impoundment behind weirs, by tributary floods, and by tides. An analysis of the geometry of 122 surveyed channel cross-sections located on an 18 km reach of the lower River Dee identifies up to three levels in the bank profi
β¦ LIBER β¦
Computing the closure of a river channel with sand applied hydraulically to the face of a cofferdam
β Scribed by Yu. G. Oreshkin
- Publisher
- Springer
- Year
- 1976
- Tongue
- English
- Weight
- 321 KB
- Volume
- 10
- Category
- Article
- ISSN
- 1570-1468
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