1. Introduction
Even though linear cascade testing offers a cost-effective and flexible approach for fundamental research (e.g., profile loss, wake mixing, trailing edge flows, etc.), it does not account for the effects of radial pressure gradients. These effects are evident in the formation and propagation of secondary flows, which not only cause losses but also significantly influence the heat load on the vane and endwall, as presented in early studies by Graziani et al. [
1] and Blair [
2].
To understand the emergence and development of secondary flow, Langston et al. [
3] and Goldstein and Spores [
4] provided crucial experimental findings. Wang et al. [
5] subsequently devised a model of the observed vortex formations using smoke wire and laser light visualization, demonstrating the emergence of the horseshoe and passage vortices.
Figure 1 depicts a simplified model of the secondary flow within a turbine passage. As shown, the incoming boundary layer decelerates because it encounters an adverse static pressure gradient in front of the vane’s leading edge. This induces a spanwise total pressure gradient within the boundary layer, driving the flow toward the end wall where it rolls up and splits into a pressure-side leg and a counter-rotating suction-side leg known as the horseshoe vortex. The weaker suction-side leg impinges on the suction side of the vane, while the pressure-side leg is drawn toward the suction side of the adjacent vane by the crosspassage pressure gradient. There is a consensus in the literature that the pressure-side leg forms a major part of the passage vortex, which is further intensified by the inlet boundary layer and the passage crossflow [
3,
5,
6]. Once the passage vortex interacts with the counter-rotating suction-side leg, different models have been proposed. The model in
Figure 1 aligns with Goldstein and Spores [
4], suggesting that the suction-side leg separates from the endwall and continues as the so-called counter vortex. However, other authors, such as Sharma and Butler [
7] and Sieverding and Van den Bosche [
6], propose that it orbits around the passage vortex.
The secondary flow field in an annular turbine guide vane is significantly affected by the radial pressure gradient that is inherent to swirling flows [
9]. Studies with linear cascades therefore neglect the impact of this gradient on several key parameters, including the outlet flow angle, the spanwise distribution of losses, and the secondary flow phenomena [
10].
Figure 2 illustrates the pressure field and the evolution of secondary flows in annular turbine cascades, which are influenced by two significant pressure gradients. The first is induced by the pressure difference between the suction and pressure side of neighboring vanes (turning flow). The second is induced by the curvature resulting from centrifugal acceleration (swirling flow). The radial pressure gradient arises from radial equilibrium and is given for axisymmetric and inviscid flows by Equation (
1) [
11].
Although numerical studies facilitate the investigation of curved cascade designs, the resulting insights are limited by the absence of experimental validation.
The construction of an annular sector cascade faces two challenges: First, as with linear cascades, non-periodic flow conditions at the outer passages due to the finite number of vanes must be adressed. Second, outlet conditions need to be established to prevent any (early) separation of the hub boundary layer due to the missing rotor [
12]. The rotor typically eliminates the swirl generated by the guide vanes redirecting the flow back to the machine axis. A variety of solution approaches have been put forth in the existing literature, as discussed below. Nevertheless, there is currently no consensus on the optimal solution. To enhance periodicity, the most common approach is to utilize tailboards or boundary layer bleeds to regulate the mass flow through the border passages, thereby harmonizing the flow conditions [
12]. To prevent hub boundary layer separation, Squire [
13] employed a perforated plate to rebalance the radial pressure gradient. Povey et al. [
14] utilized deswirling vanes to redirect the swirled flow back toward the machine axis. For a more comprehensive overview, Landfester [
15] provides a detailed account. These approaches may potentially yield improvements in certain cases, but they were not deemed applicable to the study conducted here, as space limitations in the test room made it impossible to use deswirling vanes, and although the tailboard approach enhanced periodicity, hub boundary layer separation still occurred. The same issue was observed when attempting to energize the boundary layer through a high-momentum mass flux. Most cascades described in the literature share a common approach: The flow is guided within a cavity situated downstream of the passage and subsequently emitted toward the tank with a constant pressure. This study introduces a novel approach and provides clear design guidelines for annular cascades, eliminating the cavity and directing the flow toward the tank at its turning angle.
In the initial section of this paper, the impact of curvature on the secondary flow will be explored. Following this, the rationale behind the heightened complexity of experiments utilizing annular cascades in comparison to linear ones will be presented, along with an overview of the methodologies employed to overcome these challenges. Lastly, the novel approach will be presented. This manuscript corresponds to the paper published in the proceedings of the 16th European Turbomachinery Conference [
16].
Figure 2.
Pressure gradients in an annular cascade (adapted from Povey et al. [
14]).
Figure 2.
Pressure gradients in an annular cascade (adapted from Povey et al. [
14]).
3. Secondary Flow Analysis
In order to investigate the secondary flow, an annular one-passage model (AP) with a curvature ratio of 0.25, similar to ratios used in modern gas turbines, was compared to a linear one-passage model (LP). As shown in Equation (
2), the curvature ratio establishes a relationship between the chord length
c and the hub radius
.
To visualize the aforementioned secondary flow structures, the Q-Criterion was employed in
Figure 6a. It can be observed that the horseshoe vortex developed upstream of the vane’s leading edge. In accordance with the explained topology in
Section 1, pressure on the suction-side leg developed. The suction-side leg impinged on the front portion of the vane, whereas the pressure-side leg detached. The latter flowed across the passage and subsequently met the suction-side leg of the adjacent vane, which is shown in the detail.
Figure 6a also illustrates the separation of the suction-side leg from the endwall caused by the interaction with the passage vortex, which, in contrast, stayed attached to the endwall. Given that the origin of the development of these structures was identical for the LP and AP, no differences were observed in the vicinity of the leading edge where the radial pressure gradient was not yet fully developed. However, the wake was significantly influenced by the radial pressure gradient, as illustrated in
Figure 6b. At the outlet, the secondary-flow-induced vortices (SFIVs) of three vanes are visible labeled with the numbers 1–3. It is evident that the SFIVs at the shroud reached further into the center of the stream than at the hub. Nevertheless, with increasing distance from the vane, hub boundary layer separation occurred (indicated by the red arrow), resulting in a shift of the SFIVs away from the hub toward the center of the passage. In order to facilitate the visualization of the differences between the AP and LP on the shroud side, the extension of the secondary-flow-induced vortices were marked in both cases with
and
. This enabled the quantification of the vortices spreading from the shroud toward the midspan. The projection of
in the LP made the difference clearly visible: By comparison,
was two times larger than
. This resulted in a spreading of 20% toward the midspan in the AP case, which is solely attributable to the vortices situated at the shroud. Contrary to this, the spreading on the hub is of a lesser magnitude. As the streaming conditions were symmetric in the linear case, there was no discernible difference in the characteristics for the hub and shroud. Consequently, the spreading in the LP case was identical for the hub and shroud, accounting for 10% each.
To further evaluate the impact of curvature, the pressure coefficient (
), based on the outlet dynamic head, at three distinct spans (
h,
h, and
h) was compared for both cases in
Figure 7. No significant visual differences were evident upon comparing
along the spans of the linear case, which contributed to the symmetric flow. Near the leading edge, the pressure coefficient distribution remained nearly identical between both cases. However, further downstream—at approximately
—the influence of the radial pressure gradient became evident. This resulted in a pressure decrease near the hub in the AP compared to the LP. With increasing span, the static pressure increased and was accompanied by the expected velocity reduction toward the shroud. Since the midspan curvature was identical in both cases, the pressure coefficient distributions exhibited no significant differences at that location.
Given the pronounced impact of the radial pressure gradient in the wake, the subsequent discussion is limited to the outlet measurement plane, situated at a distance of
downstream of the trailing edge.
Figure 8 compares the Mach number, the entropy loss coefficient (
), and the secondary kinetic energy (
) distribution for the aforementioned cases. In both cases, a notable decrease in Mach number was evident in the wake flow of the vanes, reaching a reduction of approximately 15%. As anticipated, the LP Mach number distribution was symmetrical due to the homogeneous circumferential pressure field. However, the influence of the radial pressure gradient was evident in the asymmetry of the distribution for the AP. Due to the higher curvature, the maximum Mach Number (
) was located near the hub and decreased throughout the passage toward the shroud to
, which represents a reduction of 12.2%. To visualize the influence of the above-mentioned propagation of the SFIVs at the shroud on the Mach number for both cases, a characteristic boundary of the influenced area has been marked. It can be observed that in the annular case, a gradual transition from secondary-flow-induced vortices to the actual wake region occurred throughout the entire passage. In contrast, in the linear case, the transition was confined to the region near the walls, with a constant wake flow present in the middle of the passage.
As secondary flow structures contribute to the overall loss of turbines,
Figure 8 illustrates the entropy loss coefficient, following the definition by Denton [
20], within the wake at the outlet MP. The distribution shows the characteristic patterns of turbine cascades, where the wake losses are dominant at the midspan, while near the endwalls, the secondary losses are the dominant feature. Considering the annular case, the results indicate that the losses at the hub were confined to the vortex region near the endwall, exhibiting a higher magnitude (
). In comparison, at the shroud, the losses extended further toward the passage center but with a lower magnitude peak (
). In the linear case, the loss distribution was symmetric, with identical maximum loss amplitudes at the hub and shroud (
). These values fall between those observed at the hub and the shroud in the AP case. When mass-flow-averaged losses at the outlet MP were considered, the total losses were the same for both cases, but with significant local differences. This leads to the preliminary conclusion that linear cascades are sufficient for evaluating a wider range of vanes, as the overall loss development is the same. However, for optimizing the vane itself, the annular cascade provides the benefit of more realistic loss patterns, making it more relevant for engine applications.
An adequate method to quantify the extent of secondary flow is to consider the secondary kinetic energy (
). Following the definition by Moore and Adhye [
21], a main flow direction tangential to the trailing edge is defined. The velocity components orthogonal to this direction represent the secondary flow. For the linear case, the inertial coordinate system is rotated (rotation angle
) to align with the main flow direction, whereas for the annular case, a rotated cylindrical coordinate system is more appropriate. The secondary kinetic energy (
) is defined as follows for both the LP and AP cases, as given in Equation (
3), where the secondary velocity components are normalized by the reference velocity (main flow).
The distribution of secondary kinetic energy, shown in
Figure 8, supports the aforementioned conclusions. In the linear case, the
distribution was nearly symmetrical, with the highest energy levels appearing equally in the SFIVs at both the hub and shroud (
). Based on the amount of secondary kinetic energy near the midspan, it can be seen that the wake flow deviated from the trailing edge angle of the vane. This indicates that the flow was overturned relative to the metal angle of the vane. In the annular case (AP), the maximum
was found within the SFIV near the hub (
). Toward the midspan, the energy decreased and reached levels comparable to those in the linear case. On the shroud side, the
was lower, amounting to
. Notably, the vortex core near the endwall was followed by a small region of lower energy, which was succeeded by a secondary increase. This indicates that vortices near the shroud appear to have been separated, and the passage vortex remained attached to the endwall, while the separated suction-side leg of the horseshoe vortex was displaced further toward the midspan. In contrast, on the hub side, no such distinction was observed, as the pressure gradient forced all vortices toward the endwall.
The influence of the radial pressure gradient is evident in all three contour plots. The SFIV on the shroud side expanded significantly further toward the midspan, while its counterpart was spatially limited to the hub. It can be concluded that the secondary flow structures were reinforced on the shroud by the radial pressure gradient, whereas they were weakened on the hub.
4. Cascade Optimization
The analysis of the periodic case demonstrated a notable impact of the radial pressure gradient on the propagation of the secondary flow, indicating the necessity for a more detailed examination of the influence of the curvature ratio. In future parametric studies, different curvature ratios should be performed. Therefore, it is essential to validate the CFD setup, and experimental studies are necessary. To address the above-mentioned challenges of boundary layer separation and flow periodicity, the methods sugessted in [
12,
13,
14] have been unable to produce satisfactory results, as already discussed in
Section 1. Most previously described designs of annular cascades have as a common feature that, downstream of the vane, the air enters a cavity (compare
Figure 9a), or deswirling vanes are used.
It has been established in previous studies [
15] that a numerical optimization of the cascade—focusing solely on flow periodicity—is crucial due to the limited number of passages in a sector cascade. First, an approach was adopted that had previously been developed for an axisymmetrically contoured profile on the high-speed turbine test rig of the institute [
22].
Figure 9a illustrates the parameterized fluid volume of the cascade. To enhance periodicity, a tailboard was used to regulate the mass flow through the lower passage and a backward-facing step to control it in the upper passage. The limiting wall represents the pressure on the suction side of the missing neighboring vanes. The initial simulation configuration comprises five discrete parameters: the tailboard angle, tailboard length, facing step length, outlet extension, and outlet angle. Although it was feasible to increase the periodicity of the flow by modifying the tailboard parameters, the hub boundary layer separation commenced in all configurations at a distance less than
downstream of the TE, which is the location of the outlet measurement plane. Consequently, the flow was strongly influenced, and it would not have been feasible to make any reliable assessments of the influence on secondary flow structures. In addition to the approach presented here, attempts have been made to prevent separation using deswirling vanes, as suggested by Povey et al. [
14] and by boundary layer control [
13]. Neither of these options prevented the boundary layer separation and therefore will not be discussed further.
To understand the idea of the approach introduced in the following section, it is essential to explain the origin of the boundary layer separation.
Figure 10a therefore provides a visual representation of the wall shear stress, with streamlines on the hub, while
Figure 10b illustrates the complete fluid flow through the cascade. It can be observed that a recirculation area (RA), indicated by the black arrow, was formed within the cavity situated directly behind the vanes. The subsequent evolution of this phenomenon can be explained as follows: The higher curvature of the hub results in a higher velocity than that near the shroud, leading to an increase in static pressure from the hub to the shroud (compare
Section 1). The presence of the cavity behind the vanes allows the flow to deviate from the intended flow path in the axial direction. This results in the compensation of the radial pressure gradient by mass transfer from the shroud to the hub, leading to the formation of the observed RA. It is evident that the flow detached due to the adverse pressure gradient at the point of convergence between the RA and the passage outflow. The simulations demonstrated that the size of the RA was proportional to the outlet extension. As the cavity lengthened, the RA increased in size. It was observed that the separation line exhibited a slight downstream shift with larger RAs, as the momentum decreased due to friction. However, the separation influence remained significant. In alignment with the findings of Landfester [
15], a reduction in outlet extension resulted in an earlier detachment of the hub boundary layer.
The new approach is based on the idea of completely eliminating the recirculation. Consequently, the cavity was eliminated. The limiting walls extend from the approximated pressure on the suction side of the lower and upper passage wall. This results in a more curved outflow than in the former presented approach with a cavity, because the outflow angle remains constant. With the cavity situated downstream of the vanes, the flow widens, and therefore, its discharge angle is significantly lowered.
Figure 9b presents the new approach. By employing this design, it was possible to prevent the hub boundary layer separation, as shown below.
The subsequent optimization results are mainly discussed using the Mach number, as this is a good indicator of periodicity.
Figure 11 compares the aforementioned approaches using the Mach number distribution and streamlines at the outlet MP. When using the cavity, the value of the Mach number in the vicinity of the hub was markedly lower than that observed in the remainder of the passage, which is indicative of the phenomenon of hub boundary layer separation. The separation become evident when the flow path is visualized with streamlines. The separation set in downstream of passage
and propagated over the remaining passages toward the outlet. The wake was therefore significantly influenced, and it would not be possible to reproduce the wake flow of the aforementioned annular periodic case. In contrast, the boundary layer separation did not appear with the new approach. This can be seen from the homogeneous Mach number distribution over the entire span of all five passages. Additionally, each streamline followed its defined circular path, indicating a stationary and equilibrium state.
Having solved the problem of the boundary layer separation, the optimization process focused consequently on establishing periodicity. Therefore, the outlet angle (compare
Figure 9b) remained the only parameter, which was varied in a range from 73° to 83°. In order to quantify the quality of the flow periodicity, which is a necessary step in optimization processes, a benchmark formulation has to be established, which is referred to as
. The benchmark was defined with accordance to the approach introduced by Landfester [
15] as follows:
It consists of four independent sub-
BMs, each pertaining to a specific variable: Mach number (
), flow angle (
), mass flow (
), and the resulting force (
F) on the vanes. The benchmark ensures that all parameters are evaluated concurrently so that the final configuration accounts for all criteria simultaneously. In instances where unfavorable parameter setups resulted in Mach numbers exceeding the speed of sound, the outlet pressure was increased in an iterative manner to bring the Mach number below 1, as compression shocks worsen the convergence of the simulation. To account for the fact that the target pressure ratio would not be achieved in these cases, a correction was made using the penalty term
. As illustrated in
Figure 9b, the cascade can be divided into five independent passages. For each passage, different measurement planes are defined where the average of the flow variables is determined.
Table 4 enumerates the planes utilized for the sub-benchmark (
) calculation. The
values signify the relative deviation of the passages in relation to the mid passage (
) and are defined as stated in Equation (
5). The index j depends on the number of evaluation planes used for each variable. As only four vanes were present for the vane load, the mean value of the second and third vane was calculated and used for calculating the deviation for all vanes.
Given that the optimization was initially configured to examine five parameters, a multitude of potential combinations could have been explored. Accordingly, a design of experiment (DoE) was devised at the outset. In light of the findings of a preliminary study, it was possible to limit the scope to a single parameter. This allowed for the implementation of a full factorial and eliminating the potential for confounding variables.
Figure 12 illustrates that the introduced benchmark definition allowed for the identification of a clear minimum. Two stages of optimization were carried out. The first examined a wide range of angles to estimate the region of best periodicity. The second stage examined the region around the minimum to find the best angle. The data were fitted using a third-degree polynomial, resulting in the following expressions:
The sensitivity analysis was conducted in two stages. In the initial phase of the investigation, the angles in question were examined within a range of 73° to 83°, with a step size of 1°. In the second stage of the sensitivity study, angles between 78.5° and 79.5° were investigated with a step width of 0.1°. In both stages, the minimum value of the
was observed at an angle of 79°. To validate that at this angle the requirements of periodicity were met, an additional comparison was made between the Mach Number distribution of two angles—one smaller and one larger than the optimal design (78° & 80°). (The initial stage was selected, as the deviations were more pronounced. The characteristics of the second stage were analogous to those of the initial stage, though to a lesser extent.) The contour plots of the Mach number can be located at the previously introduced outlet measurement plane and are presented in
Figure 13. To facilitate a more detailed comparison, the diagrams in
Figure 14 illustrate the impact of angle deviation. The Mach number is plotted along the midspan at the outlet MP. It is evident that the periodicity was markedly higher at the
minima. At the outer passages,
and
, a velocity increase and decrease, respectively, can be identified for the different angles of 78° and 80°. Furthermore, it can be observed that with smaller angles, greater acceleration of the flow in the lower passage took place due to the reduction in outlet cross-section. The opposite occurred at the upper passage, resulting in a lower velocity. With higher angles, the change in the cross-section reversed, leading to the opposite velocity effects. Despite the significant increase in periodicity, the diagrams still demonstrate differences in the wake behavior of the border passages, indicating that the influence of the missing vanes cannot be fully eliminated. However, the periodicity of the three middle passages was sufficient to assume periodic conditions when an angle of 79° was used. A comparison of the
distributions of five periodic passages with those of the optimized cascade visualized in
Figure 13 reveals a high degree of agreement in both the observed structures and the absolute values. As the mesh of the periodic case was structured and significantly finer than that of the cascade, the wake region was more detailed, and the borders of the vortices were more accurate. However, the simplifications made to reduce computing time were sufficient and produced satisfactory results of the optimization.
As a concluding comparison,
Figure 15 presents the mass-averaged Mach number and pitch angle for five distinct outlet angles (75°, 77°, 79°, 81°, and 83°). The previously discussed trends, as well as the optimal outlet angle of 79°, are confirmed in this figure. It can be observed that a decrease in the outlet angle led to a 25% increase in Mach number in passage
and a 9.5% decrease in passage
compared to the middle passage. This behavior is associated with a cross-sectional narrowing in the first passage and a corresponding widening in the last passage. As the outlet angle approached the optimal value of 79°, these deviations diminished, resulting in an almost periodic distribution. Conversely, for angles greater than 79°, the narrowing and widening effects reversed, leading to a decrease in Mach number in the first passage and an increase in the last passage. Notably, deviations for excessively large outlet angles were more pronounced than for excessively small ones. The Mach number deviation for
at an outlet angle of 83° was 48% compared to the optimal middle passage
at 79°. This effect was also reflected in the steeper performance degradation of Stage 1 for outlet angles exceeding 79°.
A similar trend was observed for the pitch angle. At smaller outlet angles, the flow was underturned, while at larger angles, it became overturned. This effect diminished with increasing passage number, leading to smaller deviations in the last passages compared to the first. When comparing the periodicity of Mach number and pitch angle, it is evident that the Mach number distribution remained highly periodic across all passages, except for , which was slightly elevated compared to the others. While the pitch angle also exhibited satisfactory periodicity in the optimal case, its deviations between passages were slightly larger than those of the Mach number. Overall, the results demonstrate that the pitch angle is more significantly influenced than the Mach number. The periodicity was satisfactory and acceptable for the middle passages, though downstream of vanes 1 and 4, the pitch angle distribution lacked periodicity. Nevertheless, the angles downstream of vanes 2 and 3 remained nearly identical. To derive a good starting point for an optimization, it is suitable to compare the best outlet angle of the cascade to the turning angle (78.4°) of the profile. The results indicate that, for the initial simulation, a slight variation around the profile’s metal angle serves as a good starting point for further optimization.