Bedform related macroturbulence: topology and kinematics

Lead Research Organisation: University of Leeds
Department Name: School of Earth and Environment

Abstract

All rivers transport sediment both along their beds and suspended within the water column, with the material rolling along the bed often been sculpted into a range of forms by the water: one of the most common of these forms are dunes that may be generated in both sandy and gravelly sediment. Such dunes are nearly always present in alluvial channels and are one of the main ways in which the coarser sediment is transported by the flow. Many of the world's small and large rivers possess such dunes, which in big rivers may reach up to 6m high and tens or even hundreds of metres in length. Such dunes are generated by the turbulent flow but, once formed, begin to greatly disrupt the flow that is moving over them, thereby extracting energy from the flow in the resistance they offer to the passage of water, and creating large-scale turbulent eddies, or 'macroturbulence', within the flow. These large-scale eddies are very often visible as upwellings or 'boils' of fluid on the water surface of rivers, and are familiar to canoeists and boatmen. This turbulence itself can be responsible for suspending and transporting appreciable quantities of sediment and forms part of a complex series of 'feedback' processes between fluid flow, sediment movement and the development of the dunes. Indeed, linkage between turbulent structure and interaction with the water surface is theorised as the mechanism that limits dune height and thus plays a significant role in bedform phase control. Furthermore, as dunes are the principal element of resistance to flow in many channels they have a fundamental control on stage-discharge relationships and hence flooding levels for a given flow magnitude. Thus, an improved knowledge of these feedback processes is vital if we are better to model and manage many natural waterways and better predict how and where they both transport and deposit sediment. Whilst recent years have seen many advances in some aspects of mathematical modelling of macroturbulence generated by dunes, and have begun to elucidate some aspects of its shape and structure, this has not been matched by sufficient progress in measuring and quantifying such turbulence. This project proposes to use a combined laboratory investigation and numerical modelling approach to determine the topology and kinematics of large scale turbulence generated by dune bedforms. State-of-the-art laboratory technology, in the form of Particle Image Veocimetry, Laser Induced Fluorescence and High-Resolution Thermal Imaging, will enable us to quantify flows over fixed dune forms for a range of flow conditions. The results will allow us to answer important questions concerning the generation, form and dynamics of dune related turbulent structure, investigate how this is advected and interacts with the water surface and will also provide a benchmark dataset for improvements in numerical modelling codes. Such objectives are particularly needed in the future management of river channels, particularly in assessment flow resistance for flooding calculations, determination of sediment transport capacity and linking to an improved understanding of larger scale channel morphodynamics.

Publications

10 25 50
 
Description Flow processes measured in the laboratory over fixed, 2D or 3D bedforms have mostly been conducted at one flow depth and with bedform dimensions set by scaling laws based upon "equilibrium" flow conditions. These results thus have limited applicability to many natural situations where bedforms and flow fields are co-evolving at different rates in response to transient conditions, such as changes in flow depth and flow discharge associated with a flood. The research presented herein investigates flow processes over 2D fixed bedforms under a range of non-equilibrium, transient, states in order to quantify the spatio-temporal changes in turbulence associated with steady conditions that are set at non-equilibrium depths and velocities. Work under this project allowed flow field information to be obtained at steady states for a range of flow depths and mean flow velocities, mimicking conditions during the transient evolution of flow and bedforms during a flood wave. This allowed quantification of flow fields over bedforms under transient boundary conditions, including shear stress profiles and the spatial variation in the dynamics of the separation zone. These findings provide data for a preliminary assessment of the link between sediment transport lag and transient flow dynamics, and facilitate an analysis of the implications of variable dune height: flow depth for flood wave propagation and bedform response.
Exploitation Route No
Sectors Energy,Environment,Transport

URL http://www.bedform.ac.uk
 
Description The work and impact in this project led to NE/I014101/1 and the impacts therein with the USGS and ADM.
First Year Of Impact 2013
Sector Energy,Environment,Transport
Impact Types Societal,Economic