𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Hydraulic modelling in hydrology and geomorphology: a review of high resolution approaches

✍ Scribed by Stuart N. Lane


Publisher
John Wiley and Sons
Year
1998
Tongue
English
Weight
230 KB
Volume
12
Category
Article
ISSN
0885-6087

No coin nor oath required. For personal study only.

✦ Synopsis


This paper will introduce the basic principles associated with hydraulic modelling of surface waters for geomorphological and hydrological purposes and illustrate how these have been applied to speci®c problems. The basic principles governing ¯uid ¯ow are derived from the principles of conservation of mass and momentum. In the case of the shallow ¯ow problems that typify most geomorphological and hydrological contexts, these equations involve some modi®cations: (i) as the boundary layer is likely to extend throughout the ¯ow depth, it is possible to assume a hydrostatic pressure distribution; (ii) special conditions need to be determined for both the bottom and water surface, including the possibility of horizontal gradients of atmospheric pressure for large-scale applications, and wind stress; and (iii) it is generally permissible to ignore the Coriolis terms. Direct application of the resultant equations is complicated by the need to Reynolds-average, which introduces additional terms but no additional equations. These terms have to be determined through empirical or semi-empirical transport equations, usually termed turbulence models. Current applications of these equations to geomorphological and hydrological applications are reviewed. Applications to river channels have generally not made use of the full three-dimensional form of the governing equations, and have either been one-dimensional, or, more commonly, two-dimensional. The latter involves depth averaging of the governing equations but requires parameterization of the eects of secondary circulation upon the transport of momentum. This has emphasized secondary circulation generated by curvature of the depth-averaged streamlines, but has yet to address secondary circulation associated with topographic discordance at river channel con¯uences or diuences or owing to anisotropic turbulence. Applications to unsteady ¯ows require special attention to be given to the eects of spatial and temporal variation in the depth of inundation, and the associated treatments are reviewed.


📜 SIMILAR VOLUMES


High resolution flow modelling in hydrol
✍ Paul Bates; Stuart Lane 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 61 KB 👁 3 views

## High resolution ¯ow modelling in hydrology and geomorphology This Issue brings together a collection of papers dealing with the adoption by hydrologists and geomorphologists of sophisticated Computational Fluid Dynamics (CFD) techniques for simulating interactions between catchments and river c

High resolution, two-dimensional spatial
✍ Stuart N. Lane; Keith S. Richards 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 418 KB 👁 3 views

This paper describes application and testing of a two-dimensional numerical ¯ow model in a multi-thread reach of a proglacial stream. The model solves the depth-averaged form of the Navier±Stokes equations for open channel ¯ow, incorporating a two-equation turbulence closure, an analytical correctio