Issue 
Renew. Energy Environ. Sustain.
Volume 1, 2016



Article Number  38  
Number of page(s)  7  
DOI  https://doi.org/10.1051/rees/2016029  
Published online  12 September 2016 
Research Article
Cross flow water turbines: HARVEST technology
^{1} LEGI UMR5519, BP53, 38041 Grenoble Cedex 9, France
^{2} LMFA UMR5509, Ecole Centrale de Lyon, 36 avenue Guy de Collongue, 69134 Ecully Cedex, France
^{⁎} email: JeanLuc.Achard@legi.grenobleinp.fr
This paper describes all the main features of the hydrokinetic devices developed during the HARVEST program. Such devices, which eliminate the wellknown weaknesses of Darrieus turbines, are composed of two counterrotating twin columns of cross flow water turbines (CFWT) built in a support structure with a twin towers shape. Among other advantages, it is shown that the twin towers geometry facilitates the optimal design of arrays of HARVEST Power Systems. In particular simple 2D models can be used in a first approach to predict power extraction of singlerow arrays. Blade Element Momentum–ReynoldsAveraged NavierStokes Simulations (BEMRANS) models are currently developed to yield a fast and accurate prediction of the power output produced by a row of many power systems. Relevant momentum source terms describing the rotor effects, which are required by this simplified modelling, are defined beforehand from a set of highfidelity Unsteady Averaged NavierStokes Simulations (URANS) simulations for an isolated HARVEST Power System.
© J.L. Achard et al., published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
1 Introduction
There are many different concepts of cross flow water turbine (CFWT), originally developed for wind by Darrieus [1]. Some of the key advantages of water CFWTs are: their insensitivity to changes in flow direction; their cylindrical shape allows them to be stacked as part of fences capturing more of the cross sectional area of the current flow than possible with a single diameter horizontal axis turbine; they can directly drive a generator above water level (see Fig. 1) and their rectangular ducts (see Fig. 1c) are much easier to fabricate than ducts of circular sections (annular diffusers) especially when they include slots.
Section 2 reviews the hydraulic operation of a typical CFWT and provides significant parameters. Crossflow water turbines have also disadvantages that explain their relative rarity in most projects. These disadvantages include: difficulties for selfstarting, shaking and lowered power coefficient. The HARVEST program [2], that took place over ten years in Grenoble (France), has sought to bring remedies for these disadvantages. The HARVEST Power Systems (HPSs) are currently commercialized by Hydroquest (France). They are made of an assembly of CFWTs of Htype. Each turbine consists of several vertical straight or Vshaped blades that run along a cylindrical surface and, thanks to their airfoil wing profile, produce a lift force causing the blades to move proportionally faster than the speed of the surrounding water. Turbines are stacked on contrarotating juxtaposed vertical shafts to form two columns housed in a twin towers structure composed of a center bow and of two vertical side fairings. Each shaft, which is subjected to turbines torques, is coupled to a generator housed just above the water or on the sea or river floor. The various milestones in the development of the HPSs are indicated in Section 3.
The last step in this development is to predict the power output expected from a specific array. In order to capture significant energy, hydrokinetic turbines need to be built in large arrays within regions such as rivers, manmade channels or tidal straits where the local bathymetry focuses the flow. The layout of these arrays of turbines can significantly change the amount of energy captured from the flow which must be predicted with a high level of certainty to minimize the risks taken by developers and stake holders. Numerical modelling simulations lower the risk and cost for power output prediction, although there remains a need to validate the results against measured data. This paper gives a brief overview of how Computational Fluid Dynamics (CFD) tools are currently used in the last step of this program. The present overview is focused on 2D analysis, assuming effects in the vertical direction remain negligible.
Section 4.1 gives the general principles of the specific BEMRANS approach we have developed. Section 4.2 describes how the performance of a single HPS can be accurately computed using a highfidelity URANS approach; these calculations are necessary to provide momentum sources required by the BEMRANS calculations to account for the supporting structure effects of the twin towers. Eventually, some results of the HARVEST BEMRANS model are presented in Section 4.3. The averaged velocity contours around an array of three HPSs located in a uniform channel flow are computed. The variation of the average power coefficient (BEMRANS prediction) for a singlerow array as a function of the lateral spacing L_{S} is also given. Conclusions are drawn and perspectives of future work proposed in Section 5.
Fig. 1 (a) Go En CFWT, (b) Mark 2 CFWT and (c) FIUBA's diffuser augmented floating CFWT. 
2 A CFWT operation
Blades of a typical CFWT rotate around the vertical axis with a characteristic rotation vector ω. The local flow velocity can be expressed either in a fixed reference frame or in a moving reference frame, attached to the rotating blade. If V_{0} denotes the absolute local flow velocity upstream of the turbine blade, the corresponding local velocity W of the fluid relative to the moving blade is given by:(1)where R denotes the position vector of the blade center (midchord) in the 2D cylindrical coordinates system (0, θ, R) depicted in Figure 2. The angular position θ of the blade in this reference frame is equal to 0 when the blade center lies on the Yaxis and increases when the blade is rotating counterclockwise. The angle of attack α is defined as the angle between the local relative velocity W upstream of the blade and the blade chord line:(2)
Three distinct reference frames can be distinguished in Figure 2: (i) the absolute reference frame, where Cartesian coordinates X, Y or cylindrical coordinates can be used; (ii) the reference frame relative to the flow, with axes respectively aligned with the direction of the relative velocity and orthogonal to this direction, in which the hydrodynamic force applied by the fluid to the blade is decomposed into the drag D and lift L components; (iii) the reference frame relative to the blade, with axes respectively tangential and normal to the turbine rotation center, in which the hydrodynamic force is decomposed into a normal F_{n} and tangential F_{t} components. The hydraulic operation of the turbine can be characterized by the power output P of each rotor per unit height, computed from the rotor torque C and the angular velocity as P = Cω. The instantaneous value of the torque C is computed for each angular position θ of the blade from the tangential force component F_{t} which yields an instantaneous value for the power output P. It is customary to express the force components and also the power output in nondimensional form. The drag and lift coefficients and the normal and tangential force coefficients of a turbine blade are defined as:(3)where c denotes the blade chord and W is the magnitude of the reference relative velocity W upstream of the blade. These force coefficients depend on the angle of attack α and the Reynolds number but the Reynolds effect can be neglected in the present study because the typical value of the Reynolds number is high enough (more than two million based on inflow velocity and rotor diameter) to ensure fully turbulent flow. The turbine power coefficient per unit height is defined as:(4)where the turbine diameter D is used as characteristic length; the reference velocity V_{ref} is an absolute velocity which can be for instance the upstream farfield velocity V_{0} in the case of a uniform upstream farfield flow. The reference velocity is also used to define a nondimensional rotational speed, the tip speed ratio (TSR) λ such that:(5)
Fig. 2 Transversal cross section of a HARVEST rotor displaying a single blade and the turbine hub. The flow is oriented from left to right. 
3 The HARVEST program: a new concept
The HARVEST program has been developed following four steps described in Figure 3, each step incorporating the results of the previous step.
The first step aimed to define an optimized CFWT module. To improve performance, the following four sources of viscous dissipation have to be reduced by an appropriate design as illustrated in Figure 4. Two viscous vortex structures are 2D: (1) Airfoil Dynamic Stall, (2) Von Karman Vortices and the other two are 3D: (3) Blade Tip Induced Vortices, (4) WingWing Junction Horseshoe Vortices. The hydrodynamic behavior of various models has been analyzed both experimentally and numerically. On the one hand a hydrodynamic channel has been equipped with a measurement platform which has provided instantaneous and averaged measurements of 2D thrusts as well as hydrodynamic torques. Velocity components have also been obtained by using a PIV technique.
On the other hand various CFD codes based on 2D and 3D formulations of the Unsteady ReynoldsAveraged NavierStokes (URANS) equations and employing the k − ω SST turbulence closure model have been applied to the analysis of the CFWT module. Two or three straight bladed Htype CFWT modules result from these studies with specifically designed ArmBlade Junctions and Blade Tips. Blades can be straight or Vshaped and attached to the central shaft with one or two sets of horizontal arms.
In a second step, the optimized turbines are stacked on a single rotating axis to form a column. Such a structure offers several advantages: (i) All turbines sharing the same rotating vertical shaft may also share a common generator which can be tuned, so that the rotational speed of the column systematically makes each turbine work at the optimum level of its power curve. (ii) The possibility of combining several identical turbines according to each site enhances modularity and optimizes productivity. (iii) As turbine positions can be staggered, the torque delivered to the column, and then to the generator, can be smoothed. (iv) The modest size of the turbines (say 3–5 m for sea applications and 1–3 m for river applications) allows mass production as well as an easy installation and maintenance.
In a third step, two counterrotating twin columns stacked with turbines are built into a supporting structure composed of a center bow and horizontal plates between each stage. In this way (i) lift forces and vibrations on each column are cancelled. Moreover, the supporting structure is equipped with vertical nonsymmetrical lateral fairings to form a diffuser; such fairings (ii) create over speed in the drive areas of the turbines augmenting the power extracted for turbines of given size and (iii) contribute to the opposing support structure and foundations. Furthermore (iv) horizontal plates reduce tip losses and improve efficiency. A two meters high HPS shown in Figure 5 has been manufactured and successfully tested in a feed channel of a hydroelectric plant near Grenoble (France).
Finally (v) introducing a pylon across the bow leaves the twin towers (which are free to rotate) move by themselves to face the current and opposes the drag force to prevent the HPS to overturn (Fig. 6).
In a fourth step, for a single model of the basic HPS, it is possible to make the most of a wide variety of topology of potential sites. To rationally exploit the energy characteristics of the incident current, the best distribution of HPSs across a river is sought. This step keeps on being performed at LEGI in a current cooperation with Hydroquest which extends the HARVEST program.
Fig. 3 Four steps (a) a new CWFT, (b) a column of turbines, (c) a HARVEST Power System (HPS), (d) an array of HPS. 
Fig. 4 Physical phenomena conditioning performance. 
Fig. 5 A prototype HPS before being immersed. 
Fig. 6 Autoorientation of the HPS facing the current, with a rotation of about 180° during the change of tide. 
4 Development of the BEMRANS model
4.1 General design principles
The BEMRANS approach solves the steady RANS equations in a computational domain where the rotor blades have been suppressed and replaced with computational cells discretizing the surface swept by the rotor blades over a period of revolution. Figure 7 displays a schematic view of this discretized swept surface used for the rotor description. The RANS equations solved by the BEMRANS approach are similar to the URANS system; the continuity equation remains unchanged while the momentum equation reads now:(6)where the source term S is active in each cell of the virtual rotor surface. It must be defined in such a way it accounts for the timeaveraged (over a period of rotation for the rotor) hydrodynamic effects of the rotating blades. The instantaneous force applied on the flow by the blade element is expressed in the fixed system coordinate (0, X, Y) by projecting (−F_{l}, −F_{d}) or (−F_{n}, −F_{t}) onto the X and Yaxes. These instantaneous values must be timeaveraged over one period of revolution before being inserted into (6). The X and Y components of the momentum source term S^{(k)} introduced in the kth cell of the virtual rotor, identified by the angular position θ^{(k)}, are computed as:(7)where N is the number of rotor blades (N = 3 here) and A is the area of the surface swept by the blades. The components of the force applied in the kth cell of the virtual rotor can be deduced from the lift and drag computed in this same cell or from the normal and tangential force components using simple geometric transformations, namely rotations of angle θ^{(k)} and α^{(k)} where the angle of attack α^{(k)} is associated with the kth cell of the virtual rotor. The lift and drag can be computed using the nondimensional force coefficients introduced in (3):(8)
Since α^{(k)} can be computed from W^{(k)} using (2), the source term (7) is entirely defined once the local reference velocity W^{(k)} is itself defined and the nondimensional lift and drag coefficients C_{D}, C_{L} for the rotor blade are available. A customary practice when applying the BEMRANS approach is to use polar plots for C_{D}, C_{L} which are already available for the blade profile used in the turbine design. Such a straightforward approach cannot be applied in the present case because of the ducted design of the turbine which introduces confinement effect not properly taken into account in polar plots obtained from freeflow experiments performed on the blade profile. Hence, preliminary URANS simulations are needed to build relevant tables of values for C_{D}, C_{L}. Once these tables obtained and stored, the BEMRANS model calculates the flow through a CFWT with the moving rotor grid replaced with a fixed grid of the surface swept by the rotor. System (6) is solved with S computed using W^{(k)} extracted from the current velocity field. The solution of (6) yields a new velocity field leading to updated values of the source term S. This process is iterated until a steady state is reached with steady force components, thus the expected converged value for the power coefficient of interest.
The cost reduction of the BEMRANS model with respect to the baseline URANS approach for predicting the power output of a twin towers array results from two factors: (i) a reduced number of computational cells, since the highly refined mesh around the rotor blades is replaced with a much coarser 1D mesh of the surface swept by the blades, and (ii) the replacement of an unsteady simulation with a steady simulation. However the local velocity relative to the blade W^{(k)} must be computed from a local absolute velocity V^{(k)} relative to cell k of the virtual rotor and from the rotational speed of the turbine ω using (1). The URANS model should then be applied for several values of ω or TSR λ until the optimal value of λ is reached. The cost of the URANS model would thus remain rather high because of the persistent need for a parametric study to determine the optimal set of TSR values for all the turbines. To overcome this difficulty, a methodology to derive a BEMRANS model for turbines working at their optimal TSR is described in [3]. It leads to the proper calibration of two universal curves used to feed the BEMRANS model at the optimal TSR. For the upstream part of the virtual BEMRANS rotor, the coefficients C_{D}, C_{L} defined for a relative reference velocity are expressed in terms of the local angle of attack while for the remaining downstream part of the virtual BEMRANS rotor the coefficients C_{X}, C_{Y}, defined with the flow rate velocity through the turbine, are expressed in terms of the angular position.
Fig. 7 Schematic view of the discretized swept surface used in the BEMRANS model. A value of the BEM source term S is computed in each grid cell. 
4.2 An isolated HPS in a channel
The above calibration is achieved through an extensive analysis of simulations based on URANS equations governing the unsteady turbulent flow performed for an isolated twin towers in a channel with various blockage ratios and inflow velocity conditions, nonnecessarily uniform. A single HPS is placed inside a rectangular channel and aligned with the incoming flow (horizontal) direction (see Fig. 8). The ratio between the turbine width L_{T} (the distance between the trailing edge of the fairings) and the channel width W_{C} defines the blockage ratio φ of the configuration. It has already been emphasized that the HARVEST CWFTs work at an optimal TSR value thanks to its regulation system. Consequently, the prediction of the power coefficient C_{P} requires a series of numerical simulations performed for a fixed value of the TSR parameter λ in order to identify the power output corresponding to the a priori unknown optimal value λ* of the TSR. An example of computed quantity of interest C_{P} is plotted in Figure 9 for V_{0} = 2.25 m/s, φ = 0.29 and several test values of the tip speed ratio λ for the turbine rotor: the power coefficient of the isolated turbine is found to reach a maximum value C_{Pmax} = 1.059 for the optimal value of TSR λ* = 2.3. The single BEMRANS calculation yields an optimal value of the power coefficient which is very close to the optimal reference value obtained from a series of expensive URANS simulation. Note the considered flow conditions (inflow velocity and blockage ratio) were not part of the extensive database used to calibrate the expressions of the hydrodynamic coefficients C_{D}, C_{L} or C_{X}, C_{Y} used in the BEMRANS model which makes this flow problem a convincing validation of the BEMRANS model.
Fig. 8 Isolated HPS in a channel. Overview of the 2D computational domain. The computational mesh of the sole rotor region contains 110,000 cells while the remainder of the domain, outside the rotor region, contains about 135,000 cells resulting in a total number of cells approximately equal to 245,000. 
Fig. 9 Power coefficient of an isolated HPS in a channel (φ = 0.29 and V_{0} = 2.25 m/s). Numerical prediction by the URANS model from a set of computations performed for various λ compared to the power coefficient of a single steady BEMRANS calculation. 
4.3 Exploitation of the BEMRANS model
The validated BEMRANS model is now applied to the analysis of the power output produced by a single row of n HPSs devices aligned across a channel of fixed width W_{C} = 150 m. The spacing L_{S} between each device expressed in dimensionless form becomes with . The row is supposed to be symmetric with respect to the channel center and the distance L_{B} between the first and last HPS of the row and the closest channel bank is equal in dimensionless form to with . It is straightforward to establish the relationship: . Consequently, the power produced by the row of turbines depends on three geometrical parameters only: the numbers n of turbines, the lateral spacing between turbines and the blockage ratio φ. For the present given channel width and given turbine width, the parameters n and φ are such that n/φ = 37.5. Moreover, the upstream velocity V_{0} is supposed fixed. The BEMRANS model is applied to assess the variation of the averaged power coefficient of the row () with the blockage ratio or the lateral spacing.
Two examples will be now given for the testproblem of the three HPSs row. For a given blockage ratio of φ = 0.08 and a velocity V_{0} = 2.25 m/s. C_{P} is plotted as a function of in Figure 10. The power coefficient is maximum when is equal to its minimum value ( in the present analysis) because of the beneficial flow acceleration produced by the ducted turbines when close to one another. Next, the value of C_{P} decreases when increases because the flow acceleration is reduced with the turbines increasingly apart. Eventually, the power coefficient increases again because of the flow acceleration produced by the outer ducted turbines getting close to the side boundaries of the domain, corresponding to the channel banks.
The flow configuration corresponding to φ = 0.13, V_{0} = 2.10 m/s and is computed using both BEMRANS and the URANS approach, this latter necessarily including a parametric study on the TSR values to determine their optimal combination which eventually makes the URANS approach more computationally expensive than BEMRANS by orders of magnitude. Figure 11 illustrates the very good qualitative agreement between the BEMRANS and the averaged URANS velocity fields. It can also be shown that the predicted value for C_{P} using BEMRANS compares again very well with the URANS reference result. The predicted BEMRANS value is equal to a difference of +2.5% only with respect to the reference URANS calculation. The computational cost of the numerical prediction is divided by a factor larger than 300 when using the BEMRANS model instead of the highfidelity URANS approach.
Fig. 10 Variation of the average power coefficient (BEMRANS prediction) for a singlerow array of HPSs with n = 3 and φ = 0.08 as a function of the lateral spacing . 
Fig. 11 Row of three HPSs in a channel. Left: averaged (over a period of rotation) velocity contours computed using the reference URANS approach. Right: steady velocity contours computed using the BEMRANS approach. 
5 Conclusion
It has been shown that the HARVEST Power Systems (HPSs) developed via the HARVEST program, the key steps of which were listed, remedy to all the wellknown weaknesses of cross flow water turbines (CFWTs). The HPSs turbo machines are composed of optimized CFWTs stacked along two counterrotating twin columns housed in a support structure composed of a center bow, two vertical side fairings and horizontal plates between each stage. The resulting vertical HPS composed of twin towers have a global geometry inducing a careening effect in the space between them and are particularly suitable for use in clusters. As the last step of the HARVEST program, a BEMRANS model has been developed to yield a fast and accurate prediction of the power output produced by a HPSs row, while a similar analysis is definitely out of reach for a highfidelity URANS strategy. The BEMRANS model is currently being improved in order to be applied to multirow turbine arrays where wake effects will be significant.
References
 G.J.M. Darrieus, Turbine having its rotating shaft transverse to the flow of the current, U.S. Patent 1,835,018, December 8, 1931 (1931) [Google Scholar]
 J.L. Achard, D. Imbault, A. Tourabi, Turbine engine with transverseflow hydraulic turbine having reduced total lift force, U.S. Patent 8,827,631 B2, September 9 (2014) [Google Scholar]
 F. Dominguez, J.L. Achard, J.M. Zanette, C. Corre, Fast power output prediction for a single row of ducted crossflow water turbines using a BEMRANS approach, Renew. Energy 89, 658 (2016) [CrossRef] [Google Scholar]
Cite this article as: JeanLuc Achard, Favio Dominguez, Christophe Corre, Cross flow water turbines: HARVEST technology, Renew. Energy Environ. Sustain. 1, 38 (2016)
All Figures
Fig. 1 (a) Go En CFWT, (b) Mark 2 CFWT and (c) FIUBA's diffuser augmented floating CFWT. 

In the text 
Fig. 2 Transversal cross section of a HARVEST rotor displaying a single blade and the turbine hub. The flow is oriented from left to right. 

In the text 
Fig. 3 Four steps (a) a new CWFT, (b) a column of turbines, (c) a HARVEST Power System (HPS), (d) an array of HPS. 

In the text 
Fig. 4 Physical phenomena conditioning performance. 

In the text 
Fig. 5 A prototype HPS before being immersed. 

In the text 
Fig. 6 Autoorientation of the HPS facing the current, with a rotation of about 180° during the change of tide. 

In the text 
Fig. 7 Schematic view of the discretized swept surface used in the BEMRANS model. A value of the BEM source term S is computed in each grid cell. 

In the text 
Fig. 8 Isolated HPS in a channel. Overview of the 2D computational domain. The computational mesh of the sole rotor region contains 110,000 cells while the remainder of the domain, outside the rotor region, contains about 135,000 cells resulting in a total number of cells approximately equal to 245,000. 

In the text 
Fig. 9 Power coefficient of an isolated HPS in a channel (φ = 0.29 and V_{0} = 2.25 m/s). Numerical prediction by the URANS model from a set of computations performed for various λ compared to the power coefficient of a single steady BEMRANS calculation. 

In the text 
Fig. 10 Variation of the average power coefficient (BEMRANS prediction) for a singlerow array of HPSs with n = 3 and φ = 0.08 as a function of the lateral spacing . 

In the text 
Fig. 11 Row of three HPSs in a channel. Left: averaged (over a period of rotation) velocity contours computed using the reference URANS approach. Right: steady velocity contours computed using the BEMRANS approach. 

In the text 
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