The 2D laminar quasistationary interacting boundary layer flow with mass transport of a suspended sediment is solved over an erodable bump (or dune) in the case of a fluvial rΓ©gime. It is assumed that if the skin friction goes over a threshold value, the bump is eroded, then, the concentration of se
Identification of soil erosion and fluvial sediment problems
β Scribed by W. T. Dickinson; R. P. Rudra; G. J. Wall
- Book ID
- 102860836
- Publisher
- John Wiley and Sons
- Year
- 1986
- Tongue
- English
- Weight
- 890 KB
- Volume
- 1
- Category
- Article
- ISSN
- 0885-6087
No coin nor oath required. For personal study only.
β¦ Synopsis
A computer model has been used to estimate soil loss and sediment yield from irregular field-size units of small watersheds. Input to the model includes spring data (i.e. relating to February through May) for the independent variables of the Universal Soil Loss Equation, and for factors such as surface roughness, an index of overland runoff, and proximity to the stream. Output from the model includes maps of seasonal estimates of potential soil losses, field sediment delivery ratios, and expected sediment yields. On the basis of selected erosion and sediment yield tolerances, the output information has been analysed to identify watershed areas which (1) exhibit both erosion and sediment yield problems; (2) exhibit only erosion problems; (3) exhibit only sediment yield problems; and (4) exhibit neither erosion nor sediment yield problems. The percentage of the watershed area in each category and the percentage of the watershed soil loss and sediment loads contributed by each category are also identified. Application of the procedure for planning remedial control programs for five watersheds is discussed.
π SIMILAR VOLUMES