Interaction between hydrokinetic turbine wakes and sediment dynamics: array performance and geomorphic effects under different siting strategies and sediment transport conditions

被引:30
作者
Musa, Mirko [1 ,2 ]
Hill, Craig [3 ]
Guala, Michele [1 ,2 ]
机构
[1] Univ Minnesota, St Anthony Falls Lab, Minneapolis, MN 55455 USA
[2] Univ Minnesota, Dept Civil Environm & Geoengn, Minneapolis, MN USA
[3] Univ Minnesota, Large Lakes Observ, Duluth, MN 55812 USA
基金
美国国家科学基金会;
关键词
MHK; Axial-flow; River; Morphodynamic; Erosion; Forced-bars; HYDRO-ENVIRONMENTAL IMPACTS; TIDAL STREAM TURBINES; ENERGY-CONVERSION; UPSTREAM INFLUENCE; BEND THEORY; NEAR-WAKE; BED FORMS; RIVER; FLOW; CHANNEL;
D O I
10.1016/j.renene.2019.02.009
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In-stream hydrokinetic energy conversion devices can be deployed in large scale rivers to produce energy with minimal infrastructure costs. They are however shown to actively interact with the channel bathymetry and sediment transport generating a scour and deposition pattern similar to bridge pier. Symmetric, streamwise, aligned turbine installations have shown to introduce only local effects, yet complex configurations may trigger non-local morphodynamic instabilities. Experimental investigations, based on continuous spatio-temporal measurements of bed topography, explore a number of inflow conditions and siting strategies for axial-flow hydrokinetic turbine models. Results show that asymmetric turbine installations in a portion of the channel cross section may introduce weak non-local deformation of the mean bed topography and alter bedform migration velocities. Geomorphic effects become stronger with increasing shear stress and with rotors deployed up to half of the channel width, resulting in mean flow distortion within the channel cross section and inducing an alternating scour-deposition pattern resembling the signature of steady, forced fluvial bars. Non-local effects can be mitigated, narrowing the turbine array, or amplified, distributing turbines in a vane-like installation, leading to different estimates of energy production averaged at the power plant scale. A discussion on the key quantities governing geomorphic effects and the potential benefits of asymmetric turbine deployments is provided as a preliminary guideline towards the expansion of Marine Hydrokinetic energy in rivers. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:738 / 753
页数:16
相关论文
共 76 条
[1]   A viscous three-dimensional differential/actuator-disk method for the aerodynamic analysis of wind farms [J].
Ammara, I ;
Leclerc, C ;
Masson, C .
JOURNAL OF SOLAR ENERGY ENGINEERING-TRANSACTIONS OF THE ASME, 2002, 124 (04) :345-356
[2]  
[Anonymous], 2015, THESIS DUKE U DURHAM
[3]  
[Anonymous], 1957, RIVER CHANNEL PATTER
[4]   Effects of Reynolds Number on the Energy Conversion and Near-Wake Dynamics of a High Solidity Vertical-Axis Cross-Flow Turbine [J].
Bachant, Peter ;
Wosnik, Martin .
ENERGIES, 2016, 9 (02)
[5]   Characterising the near-wake of a cross-flow turbine [J].
Bachant, Peter ;
Wosnik, Martin .
JOURNAL OF TURBULENCE, 2015, 16 (04) :392-410
[6]   Performance measurements of cylindrical- and spherical-helical cross-flow marine hydrokinetic turbines, with estimates of exergy efficiency [J].
Bachant, Peter ;
Wosnik, Martin .
RENEWABLE ENERGY, 2015, 74 :318-325
[7]   Power and thrust measurements of marine current turbines under various hydrodynamic flow conditions in a cavitation tunnel and a towing tank [J].
Bahaj, A. S. ;
Molland, A. F. ;
Chaplin, J. R. ;
Batten, W. M. J. .
RENEWABLE ENERGY, 2007, 32 (03) :407-426
[8]   Shaping array design of marine current energy converters through scaled experimental analysis [J].
Bahaj, A. S. ;
Myers, L. E. .
ENERGY, 2013, 59 :83-94
[9]   River restoration: the fuzzy logic of repairing reaches to reverse catchment scale degradation [J].
Bernhardt, Emily S. ;
Palmer, Margaret A. .
ECOLOGICAL APPLICATIONS, 2011, 21 (06) :1926-1931
[10]   A UNIFIED BAR BEND THEORY OF RIVER MEANDERS [J].
BLONDEAUX, P ;
SEMINARA, G .
JOURNAL OF FLUID MECHANICS, 1985, 157 (AUG) :449-470