1. Introduction
Hydropower has been a source of electric energy since the end of the 19th century. Although a large part of the EU hydropower potential is already used, there are still steady investments in hydropower, and the installed capacity is continuously increasing [
1]. Additionally, upgrading, uprating, and renovating older power stations is an opportunity to significantly increase their efficiency and flexibility and reduce operation and maintenance costs [
2].
This paper focuses on technology mini- and micro-hydro sites whose potential lies in a large number of various sites, including drinking water and irrigation networks, dam bottom outlets, and old mill sites. Its harnessing does not have any environmental impact and can be economically significant for the operator.
However, the state of existing technologies limits the hydro-energetic use of those sites, especially with installed power below 50 kW. Energy potential is often not exploited at all or only with low efficiency. Standard technical solutions are often not cost-effective due to high investment costs (Kaplan turbine), low efficiency (PAT [
3]), or low specific speed (water wheels [
4], hydrodynamic screw [
5]). Although the peak efficiency of these technologies can exceed 80%, the global efficiency is significantly lower (50–70%) [
2]. Using standardized solutions (as a PAT series) usually further reduces the overall energy production as it is hard to precisely match the location’s needs due to the extreme variability of the sites.
To cover the described technology gap, we propose the concept of a tailor-made variable-speed turbine that is designed and optimized for each site to meet its specific demands. Variable-speed technology has been under intense research recently, mainly for large reversible turbines [
6]. Valavi et al. [
6] and Iliev et al. [
7] summarized the state of the art of the variable-speed Francis turbine in their reviews. They describe a significant research gap in the shape optimization of variable-speed turbines. Iliev et al. [
8] subsequently published work about hydraulic shape optimization of the Francis turbine for variable speed operation using a surrogate model.
Although the mentioned reviews were referring mainly to Francis turbines, a more extensive review on the use of variable-speed axial turbines has not yet been published at all.
One of the first assessments of variable-speed operation of the axial turbines was made by Farrel et al. [
9] in 1987. Relations were derived from the Euler equation and other analytical equations. Farell described the connection between the relative blade spacing T/l (ratio of the blade spacing T to blade chord length l) and the flow control potential by varying the runner speed. Verifying this assumption without extensive modeling was extremely difficult.
Farell states that the larger the relative blade spacing T/l (less or shorter blades), the flatter the flow as a function of speed, which is unfavorable for variable-speed operation. It is also estimated that the flow control capability of the turbine increases with its higher specific speed.
About 25 years later, Borkowski [
10,
11] showed that a variable-speed propeller (or semi-Kaplan) turbine is a suitable solution for small hydro applications. This concept simplifies the mechanical design of the turbine and extends its operational range. Borkowski focuses mainly on the concept of electrical and control parts. Optimizing the hydraulic shape of the turbine is not part of the published works.
Recently, Barsi et al. [
12] have contributed to the hydraulic design of axial variable-speed turbine research. The published work investigates the relationship between guide vanes’ position and operating range. The shape optimization is not considered.
This paper extends previous research and focuses on the hydraulic design of axial variable-speed propeller turbines suitable for low-head mini- and micro-hydro applications. The presented workflow enables us to design a tailor-made turbine individually for each site, which is particularly advantageous for sites with existing structures.
The parametric geometry modeling, CFD, and automated shape optimization were used to meet the location’s specific space requirements and operating range needs. This paper illustrates the workflow and models using data related to the Podhora SHPP, which served as a proof-of-concept.
2. Materials and Methods
2.1. Design Workflow
The proposed workflow adapts the hydraulic design to the structure’s spatial possibilities and other functions. The maximal use of the existing constructions and technology minimizes investment costs and realization time. This results in a cost reduction not only for the construction but also on the formal side of the project, as much less administration is usually required. The money and effort saved can be used to optimize the shape of the turbine and increase its efficiency.
The design workflow assumes that the hydraulic profile of the turbine would be aligned with the spatial and operational requirements. A specially designed runner compensates for the compromised shape of the meridional profile. It is optimized directly for the given hydraulic conditions to achieve high efficiency and the required flow operating range.
Figure 1 shows a complete workflow overview.
In the first step, a detailed survey of water management and the current state of structures is crucial as the tailor-made design uses the maximum of existing structures. A simple 3D scan by a depth camera or lidar technology is ideal. The resulting spatial model, including all details as control mechanisms, complements the documentation (if any is available) and is the base for preparing the spatial model of the design.
In the second step, the position of the turbine and generator is designed, and the meridional hydraulic contour is defined. The shape of the individual turbine part is adjusted to space constraints and the installation process. The detailed spatial geometry model shown in
Figure 2 prevents any conflict during installation or maintenance. The Rhino 3D modeler [
13] (commercial software, McNeel Europe, Rhino 7) was used in the presented work.
Once the meridional profile is defined, the turbine runner can be designed and optimized. This is a crucial point of the whole process and will be described in detail in
Section 2.4. Finally, a thorough assessment of the promising candidates that emerged from the optimization process is carried out. The detailed model verifies the simplified calculations used for shape optimization. Furthermore, it provides an essential input for a detailed design, such as force and moment load (for mechanical and electrical design) or the optimal coupling of runner speed and guide vanes position (for controlling system design).
2.2. Technical Concept
The presented concept of the axial propeller turbine with variable-speed operation simplifies the mechanical design to reduce investment and maintenance costs while keeping the benefits of double regulation. Adjustable guide vanes control the flow direction to the runner and serve as an operation gate that closes the flow. The variable-speed operation, described in detail in
Section 2.3, provides the second regulation. The concept was thoroughly presented by Borkowski [
10]. Varying the rotational speed improves adaptation to the changing head and discharge and increases overall efficiency.
The propeller runner has no adjusting mechanism of the blades, which is mechanically the most challenging part of the Kaplan turbine. Design with the fixed runner blades simplifies the manufacturing process and opens new possibilities, such as CNC milling the runner from one piece (applicable for small diameters). The simple cylindrical runner chamber (thick-walled pipe) can be used instead of the technically complicated spherical chamber.
The electrical part consists of an induction or permanent magnet generator (PMG) and four-quadrant frequency converter. PMG is highly suitable for low-speed, high-torque, directly driven units. Standard induction generators can be installed in higher-speed applications. The maximum torque of the variable-speed turbine does not correspond to the maximum power operating point. Therefore, a CFD study must deliver turbine torque-speed characteristic. The generator and frequency converter must be designed following this characteristic, not to exceed voltage, current, frequency, torque, speed, and heat loss limits.
The more complex concept of the electric part brings some important side benefits. When designing, there is no need to keep a fixed turbine speed or to use a gearbox [
10]. The frequency converter allows the soft start/stop of the machine (to avoid inrush currents) and continuous power factor control and can avoid operating under unstable or cavitation conditions of the turbine.
2.3. Variable-Speed Operation
The existing literature does not sufficiently cover the design and optimization of variable-speed axial turbines. However, controlling the proposed Semi-Kaplan turbine with a fixed runner is analogous to the Francis turbine, and therefore, some of the knowledge can be used.
Fixed-speed Francis turbines are designed for a single operating point defined by the head, flow rate range, and runner rotational speed. If the head or flow rate changes out of a limited range, the machine’s efficiency drops and problems with cavitation and pressure pulsations occur [
6]. When operated out of the optimum, the residual vortex rotates in the draft tube around the machine axis in the direction of runner rotation (Q < Q
BEP) or against it (Q > Q
BEP). That leads to a reduction in turbine efficiency and other unfavorable phenomena. Adjusting the runner rotation speed eliminates vortex creation [
7].
The semi-Kaplan turbine’s behavior over the operational range is comparable. Drtina [
14] states that the residual water rotation leaving the runner affects the draft tube performance. As a large part of the losses of a low-head turbine is induced in the draft tube, the residual rotation significantly affects the turbine’s overall efficiency. Adjusting the rotation speed broadens the semi-Kaplan turbine’s operation range, as shown in
Figure 3.
When designing a variable-speed turbine, the following aspects must be considered [
6]:
Atypical hydraulic design;
Increased risk of resonance in the system due to the operating speed range;
The space required for the frequency converter and cooling;
The more complicated layout of the electrical part.
Iman-Eini et al. [
15] analyzed additional losses due to variable-speed operation in detail. The total losses consist of generator, mechanical, converter, and filter losses. These losses reduce the unit’s power output and result in higher cooling requirements. By designing the best efficiency point near the synchronous speed, the turbine can be operated directly connected to the grid without speed control and related losses at this point [
7].
Variable-speed operation in small hydropower plants has been tested on several prototypes with various technical arrangements [
2,
11,
16,
17].
2.4. Runner Design
The shape of the efficiency characteristic strongly influences the benefit of the variable-speed operation. The hydraulic shape of the turbine should therefore be designed and optimized specifically for variable-speed operation. However, the guidelines for variable-speed axial turbines have yet to be described in detail.
2.4.1. Parametric Geometry Model
The design of conventional turbines described in the literature [
18] must be modified for variable-speed turbines. However, it can be efficiently used for the initial design that will be further optimized for variable-speed operation [
7].
The fully parametric geometry of the axial propeller turbine in the size of the prototype (runner diameter of 0.27 m) was created in the CAESES modeler [
19] (commercial software, Friendship Systems). The CAESES modeler was initially developed for ship design optimization [
20,
21] and copes well with smooth hydraulic shapes. Recently, a wide range of features for turbomachinery design was added.
The initial design was based on the standard propeller turbine design rules. The spatial requirements predefined the shape of the meridional profile. The guide vanes had a simple shape created by sweeping a predefined profile and were not subject to optimization in this work.
The conceptual design defines the number of blades and shroud contour. The hub contour can be slightly modified during optimization. The shape of the conical hub and the height of the runner chamber are defined by two free parameters.
The crucial part of the model is the runner blade definition. The 2D profiles in developed cylindrical sections, as shown in
Figure 4a, are used to define the blade. The camber-based profile with symmetrical thickness distribution is defined by two values—camber area and thickness function area. Subsequently, the profile is scaled by chord length and transformed to the proper position in the cylindrical section that is defined by angle Beta.
The distribution functions shown in
Figure 4b express these values as a function of the relative blade span. Ten parameters define the distribution functions. Its shape, and therefore the shape of the blade, is subject to optimization. The presented parametrization benefit is a low number of parameters, but it provides only limited options for varying the shape of profiles. More complex blade parametrization was presented by Kantor [
22] using individual profile points or Kyriacou [
23] using Bezier curves.
The position of the blade within the meridional profile is given by the stacking axis defined by two parameters. Another parameter controls the position of the guide vanes. The presented model had fifteen free parameters in total.
2.4.2. CFD Analysis
The created designs are assessed by CFD analysis in the commercial software Ansys CFX 21.1, which uses the finite volume method to solve incompressible RANS equations completed by the SST turbulence model [
24].
Reducing the calculation time of one operation point is necessary to make the optimization process efficient. A steady-state analysis of the section model with one blade passage was used to reduce the number of computational elements, as shown in
Figure 5a. The General Grid Interface type “Stage” (also called Mixing Plane) [
25] was used to model the interface between stationary and rotating domains. The entire conical draft tube is included in the CFD analysis, and an idealized inlet vector replaces the spiral casing. Total Pressure is used at the inlet boundary and Averaged Static Pressure at the outlet boundary. Shroud tip clearance was neglected for the initial part of the optimization. In the final stage of the optimization and the characteristic calculation, the shroud tip clearance was considered.
The cavitation is not modeled. Therefore, its influence on efficiency is not considered. Areas of low pressure where cavitation could occur are monitored and evaluated through the Sigma coefficient.
The structured computational mesh was created in Ansys Turbogrid for blade passages and ICEM CFD for the draft tube and spiral casing (later used for detailed computations).
Figure 6 shows the results of the mesh sensitivity analysis. It shows a loss of accuracy, but the design comparison is adequate.
Here, more emphasis was placed on limiting the computation time as the amount of computation performed was significant (including many dead ends). The knowledge gained in this work (appropriate procedure, consideration of the influence of the T/l parameter) reduces the number of calculations needed and allows us to choose higher accuracy.
Table 1 shows that although the used computational mesh is relatively coarse, the recommended values of y+ for the Wall Function are kept. This simplified model is only partially reliable for determining the overall efficiency value [
26], but it reliably compares different designs and therefore is suitable for optimization.
It is necessary to be aware of the loss of accuracy. Therefore, not one but several candidates are selected on the basis of the optimization process. A detailed analysis of an entire turbine, as described in
Section 3.3, verifies the design’s performance in the whole operation range.
2.4.3. Optimization Process
Tiwari [
27] gives an overview of the use of CFD-based optimization for hydraulic turbine design, which is possible thanks to the increasing computational power and the development of numerical methods. Various optimization approaches have been presented for the Francis turbine [
28,
29], Kaplan turbine [
30], and small hydro turbines [
22,
31].
The process of optimizing a variable-speed turbine is described in a few publications. The article from NTNU Trondheim [
32] details the design of a Francis turbine using a fully parameterized model in Matlab and Ansys CFX. The optiSlang program provides the interfacing and optimization process. Iliev [
7] states that the detailed geometry of the entire turbine for optimization can have up to 100 parameters, and performing the sensitivity analysis is recommended to reduce the number of parameters.
In the presented work, the optimization loop is controlled directly from the CAESES environment using a built-in software connector that provides interfacing. User-defined parameterized scripts manage the whole process and transfer key values (such as the number of elements, iteration time-step, or solver settings) from the CAESES environment directly to meshing, pre-processing, solver, and post-processing. The obtained results are also processed in the CAESES environment. Therefore, the sensitivity analysis and optimization process can be managed directly from CAESES.
The objective functions for optimization focus on maximizing the efficiency in the Q
max operating point (corresponding with the maximal power output) while maintaining good cavitation properties (Thoma coefficient σ). Determining the cavitation properties of the turbine is based on the static CFD-based evaluation of the pressure distribution on the blades [
33]. Thoma’s coefficient σ is recalculated to the reference flow rate resulting in σ
ref to compare various designs whose flow rates may vary slightly [
33].
Initially, optimizing to a weighted average of the efficiencies at three interest operating points (Q
min, Q
BEP, and Q
max) was considered. Preliminary calculations have shown that the operating range depends mainly on the relative blade spacing T/l, as described in
Section 3.1. Therefore, it was possible to optimize to a single point.
A sensitivity analysis shows how strong the influence of each parameter is on the objective functions. It also helps to find an appropriate range of input parameters. Manual adjustment of the parameter range makes it possible to achieve a suitable design already in this step. Multicriterial optimization by a genetic algorithm (MOGA) can follow. The details of the optimization process are described by Kantor [
22]. He also showed that shape optimization could be used to meet specific manufacturing requirements while maintaining hydraulic efficiency.
3. Results
3.1. Design to Maximize the Variable—Speed Operation Range
Farell [
9] stated the assumption that turbines with lower relative blade spacing T/l (more or longer blades) would have better characteristics for variable-speed operation. Our preliminary calculations confirmed this assumption. Therefore, it was decided to verify the effect of the T/l ratio on the operation range of variable-speed turbines.
Three turbine designs with various T/l ratios, shown in
Figure 7, were assessed by CFD to verify the influence of the T/l ratio t. All designs have a Q
11 BEP = 1.6 m
3/s (±5%), which corresponds to the designed SHPP Podhora turbine and hydraulic efficiency in the BEP higher than 90% (based on the simplified CFD model as described in
Section 2.4.2). Details are provided in
Table 2. The complete characteristics of the turbines were calculated from about 200 combinations of runner rotational speed and guide-vanes position. The variable-speed efficiency ridge was extracted from the characteristic.
The variable-speed characteristics shown in
Figure 8 confirm the initial assumption for flow rates below Q
BEP. There is a noticeable difference in the efficiency between the different designs of more than 5% for 0.7 Q
BEP and 20% for 0.2 Q
BEP. For the flow rates higher than Q
BEP, there is no significant difference between the designs.
The results are convincing. The relative blade pitch T/l = 1.1 was chosen for the Podhora SHPP design. Further investigation is needed to generalize these findings and rule out the influence of the design approach.
3.2. Proof of the Concept—Highly Restricted Space Applications—SHPP Podhora
The viability of the proposed workflow was confirmed on the prototype designed for an atypical location where the proposed approach is beneficial. This chapter presents a turbine unit installed on the earth-filled dam’s bottom outlets that uses the ecological flow’s potential.
The previously proposed conventional design included two PAT turbines. The concept was not cost-effective mainly due to the high powerhouse construction cost compared with annual production. In order not to interfere with existing civil engineering structures, an atypical design was proposed. The turbine, generator, electrical part, and all other related equipment fit into the existing small underground chamber of the dam bottom outlets.
Design parameters based on the described constraints:
Design head 7.5 m;
Regulation range 0.70–0.35 m3/s;
Runner diameter 0.27 m;
Maximum hydraulic power 20 kW;
Maximum shaft torque 160 Nm;
Design speed 1500 rpm;
Operating speed range 600–1800 rpm;
Four-pole induction generator.
The design constraints in the form of restricted space and a small chamber entrance (750 × 950 mm) limited the runner diameter and significantly influenced the design of the spiral casing. The tailor-made optimized runner compensated for the negative effect of the constrained hydraulic profile.
The extensive sensitivity analysis allowed us to reduce the number of optimization parameters.
Figure 9a shows the hydraulic efficiency of the designs generated during the sensitivity analysis and optimization. Only designs within the acceptable flow range were considered.
The multi-objective optimization on two objective functions using a built-in Dakota optimizing engine was used to adjust the blade shape and improve two objective functions—the turbine’s efficiency and the value of the cavitation coefficient σ. The global optimization with five design parameters was performed. The properties of the chosen candidate, highlighted in
Figure 9b, were further assessed to verify the expected operating range and other characteristics.
Figure 10 shows the comparison of the mechanical design model and final realization on site.
3.3. Turbine Characteristics
Once the design candidate is selected, previous simplified calculations must be verified, and the design behavior over the entire operating range is assessed. The complex steady-state model the entire geometry, including the spiral casing, all blades (10 stator blades, 15 guide vanes, and 4 runner blades), and draft tube, as shown in
Figure 5b. The fine computational grid is used with about 207 thousand elements in one passage of the runner. The process is managed from the CAESES environment by varying the guide vane’s position and the rotational speed while keeping the chosen design of the runner.
The resulting turbine characteristics are constructed from approximately 100 operating points (a combination of the guide vane’s position and operation speed) using an in-house previously developed script [
34,
35] prepared in MatLab
®. In the first step, the data are recalculated to unit parameters and processed into universal characteristics, as shown in
Figure 11. Other scripts follow this processing to construct operating characteristics for both the variable-speed and fixed-speed variants, as shown in
Figure 3.
After the turbine installation, an on-site measurement verified the characteristics of the turbine. The power output, head, and discharge were measured following the norm IEC 62006 [
36]. Two relative pressure gauges measured the head—the first was placed in the inlet profile section, and the second was near the end profile of the draft tube. The discharge was calculated from a Poncelet overflow at the end of the stilling basin. A submersible pressure sensor measured the overflow height. Power output was measured only on the electrometer, not directly on the shaft.
Unfortunately, under existing conditions, it was not possible to make better measurements that would have provided a more accurate measurement of the flow and efficiency of the generator with the inverter. Therefore, the re-calculation of the hydraulic efficiency (
Figure 11) is affected by error when using the manufacturer’s stated efficiencies for the generator, frequency converter, and EMC filter.
Despite the above, the measured values are consistent with the outputs from the CFD model. On-site measurement showed higher efficiency with lower discharge. This may be due to a systematic error in the flow measurement.
4. Conclusions
The concept of the tailor-made axial turbine with adjustable guide vanes and variable-speed regulation was presented. Varying the rotational speed improves adaptation to changing head and discharge and increases overall efficiency. The simplified mechanical design and easy adjustment to a wide range of civil engineering structures make this concept ideal for refurbishing existing power plants. The optimized runner compensates for the compromises made concerning the hydraulic profile. It allows the realization of sites where the conventional solution is not economically viable.
The presented method results in the design with higher efficiency, wider regulation range, reduced cavitation, and lower cost of the civil engineering part compared to the conventional technical solution—in the case of Podhora SHPP, two PAT units in the new machine room. Once the parametric model with the optimization engine is prepared, it can be used repeatedly, and the time needed for a tailor-made design significantly shortens.
The main conclusions regarding the presented technical concept are as follows:
The main conclusions regarding the presented tailor-made design concept are as follows:
The tailor-made design significantly decreases or even eliminates the civil engineering part costs;
The tailor-made design enables us to reach high efficiency also for small and very atypical turbines;
Once the optimization engine and software connection are ready, the time needed for a tailor-made solution decreases significantly;
Shape optimization is still computationally demanding. The possibility of using surrogate models should be studied.