1. Introduction
Steam systems are a part of almost every major industrial process, in nearly all industrial sectors. Steam generation systems were estimated to account for 38% of global final manufacturing energy use or 44 EJ in 2005 [
1], corresponding to 9% of the global final energy consumption. Steam production is still primarily based on the use of fossil fuels, and all the major industrial energy users devote significant proportions of their fossil fuel consumption to steam production [
2].
There is thus an urgent demand to develop cost-efficient alternatives for fossil-based steam generation. Among these, thermal energy storage (TES) in combination with power-to-heat (P2H) conversion technologies such as electric boilers or high-temperature heat pumps (HTHPs) may enable a rapid transition towards renewables-based steam production with rather small changes in the infrastructure. Moreover, P2H combined with TES allows active participation of energy-intensive industries in the energy markets, which will be necessary for stable and flexible electricity supply in future decarbonized, renewables-based energy systems. At the same time, the industry can decrease its energy costs by shifting the electricity consumption to low-cost periods, and the security of supply can be increased.
Since short payback time and profitability are key criteria for investment decisions in the industry, it is necessary to identify cost-optimal integration scenarios for TES that also consider technical restrictions, such as available conversion technologies and thermodynamic constraints. Cost-optimal integration of TES has been studied in many different settings. Especially within the context of concentrating solar power plants, in combination with distributed energy systems, as well as in combined heat and power (CHP) and tri-generation systems (combined cooling, heat and power—CCHP), cost optimal storage sizing and optimal operation are often addressed using mathematical programming techniques.
For example, for use in combination with a CHP unit, a sensible hot water storage model based on a network-flow model, which is a special case of linear programming model, was introduced [
3]. The objective in this case was to optimize energy planning and trading within distributed energy systems, also targeting short-term trades at the spot market and participation at the reserve market providing balancing power. The DESOD (distributed energy system optimal design) tool is based on mixed-integer linear programming for optimal design and operation of distributed energy systems providing heating, cooling and electricity [
4]. Within this tool, TES is considered using a capacity model (costs are driven by capacity, capacity is derived from the maximum energy content throughout the optimization period). Capacity models have also been used for the optimization of a tri-generation system including TES [
5], within a simple storage model for optimization of a poly-generation district energy system [
6], and for optimization including a simple ice storage with loss free heat transfer [
7]. In the latter, the storage operates solely at phase change temperature and consists of a mixture of water and ice depending on the state of charge (SOC) of the storage.
Optimization performance and results for four different formulations for stratified TES using mixed integer linear programming (MILP) were investigated and compared to the widely used capacity models [
8]. The authors showed that for their use-case, an energy system for building application, the capacity model overrates the system’s efficiency and underestimates operating costs by 6–7%. Within a design methodology based on linear programming for designing and evaluating distributed energy systems, the authors use ideally mixed hot water tanks as thermal energy storage [
9]. The storage thus shows a linear correlation between SOC and the storage temperature. Similarly, discrete temperature layers were introduced in a hot water storage tank model [
10]. The model was used in a slave problem within an optimization strategy for district energy systems. A different approach was proposed for design optimization of a hybrid steam storage consisting of a Ruths steam storage combined with phase change materials (PCM) [
11]. The problem was simplified by neglecting actual load requirements, but auxiliary parameters were introduced that account for different charging and discharging requirements.
Optimization models have also been used for operation optimization of TES. For the optimization of a CHP-based district heating system including TES with fixed size, upper and lower bounds for the SOC and also maximum charging/discharging rates were applied in order to maintain reliable operation [
12]. The objective for this optimization model was to minimize energy acquisition costs. Dynamic programming was applied to find the optimal scheduling of power selling at the day-ahead market for solar thermal power plants with integrated TES [
13].
In another work, the complex relations of design, operation and economics of solar thermal energy plants including the use of TES were studied [
14]. In contrast to the works highlighted previously, dimensionless analysis was used in order to quantify TES efficiency.
Most of these approaches rely on predefined cost parameters, even though the actual TES requirements can have a significant impact on TES costs. Comparison of different TES technologies based on general KPIs is not possible, since performance of the individual storage depends significantly on various requirements (required temperature range, case specific restrictions, required heat loads, required capacities, etc.). For example, for Ruths steam storage, the applicable temperature range and especially the maximum allowable storage temperature and pressure both influence the volume and mass specific storage capacity in terms of energy content, but also the capacity-specific storage costs. The capacity-specific storage costs are the total storage costs per unit of energy content (e.g., €/kWh). Higher storage pressures not only result in thicker pressure vessels to contain increased internal pressures, but also reduce steel strength due to increased temperatures. Furthermore, load-dependent costs, which are especially important for TES systems that depend on heat transfer as a storage phenomenon, are often neglected. But it is obvious that many storage technologies require components whose costs are driven by load, such as heat exchangers and pumps.
The present study proposes an optimization-based method for identifying the most cost-efficient TES system for load shifting and exploitation of fluctuating renewable energy sources in industrial steam production. The method considers case-specific TES requirements and accounts for heat load specific storage costs. P2H technologies and TES are combined to enable the interaction between thermal and electric energy systems, which allows the industry to actively participate in energy markets. The proposed methodology is demonstrated by different case studies representing different scenarios for electricity prices and process requirements such as temperature levels and dynamic heat demand.
4. Cost Functions
The goal is to derive cost functions for the individual TES technologies that express total storage costs in terms of storage capacity and maximum heat load which can be used in the MILP/MIQP model presented in
Section 3. For this reason, a predefined number of storage configurations in terms of geometries, thermal capacities and heat loads are calculated and evaluated. A detailed description for the technology-specific calculation of these configurations is presented in the following sections. Costs are calculated for every configuration using information from a cost database and from the literature. Suboptimal configurations in terms of total costs are eliminated. Suboptimal in this case means, that there are other storage configurations that have either at least the same maximum heat load at equal capacity but at lower total costs. A least squares fit is carried out for the remaining optimal configurations resulting in the desired cost function. In the case of a linear function the cost-function can be written as:
or in the case of a quadratic function
where
is the storage costs,
is the storage capacity,
is the maximum storage heat load and
are the cost coefficients.
The equipment considered within the individual cost functions and the parameters that impact the specific cost drivers is listed in
Table 1.
4.1. Ruths Steam Accumulators
The main cost driver for Ruths steam storages is the pressure vessel. The maximum temperature range from
to
is discretized in
equidistant steps. Volume specific thermal storage capacities are calculated for given operating temperature ranges from
to
for a given maximum filling level of the pressure vessel
. The calculations are performed using the Coolprop Wrapper [
20] for fluid properties in Python. The vessel is initialized at
with
. All steam inside the pressure vessel is extracted and the new equilibrium is calculated. This step is repeated until the storage temperature drops below
which terminates the simulation. The total extracted energy yields the volume-specific storage capacity for a given operating temperature range and the maximum filling level
. The procedure to calculate the storage capacity for given minimum and maximum temperatures is presented in
Figure 2 (left).
Now, for each
, the required vessel volume, the number of storage vessels and the required wall thickness is evaluated for user-defined discrete values of thermal storage capacity (
Figure 2 (right)). The required wall thickness is calculated according to any pressure vessel norm such as DIN EN 13,445 or the ASME (American Society of Mechanical Engineers) code. For this work, the AD 2000 norm [
21] was used to calculate the necessary wall thickness.
The total vessel costs are then calculated using costs from a cost database for cylindrical pressure vessels [
18]. Since only discrete volumes and wall thicknesses are available on the market, costs for the required storage parameters are either interpolated or the next larger vessel with suitable properties is selected. If the available storage volumes are not sufficient, multiple storage vessels are selected. Insulation costs for the pressure vessels are calculated using a correlation based on equipment temperature and equipment factors accounting for special insulation requirements.
Piping needs to be selected according to required flow rates. In this work, the maximum flow rate within the inlet and outlet of the vessel is set to 25 and 20 m/s, respectively. This is slightly lower than the limits of 25 m/s for saturated steam (outlet) and 40–60 m/s for dry steam (inlet) as suggested in literature [
22]. Several valves are needed in a steam accumulator (see
Table 2), and the valves are selected according to the required piping diameters to satisfy the velocity limits. Maximum flow rates are discretized from 0 to
and, depending on the maximum temperature, are converted to mass flows. These mass flows are then used to identify required pipe diameters for the outlet and inlet of the storage.
4.2. Latent Heat Thermal Energy Storage (LHTS) and Concrete Storage
Both the LHTS system and the concrete storage considered in this work consist of a tube bundle surrounded with thermal storage material, as shown in
Figure 3. For both charging and discharging, the heat transfer fluid flows through the same tubes. It is assumed that the heat transfer fluid is liquid water or steam, respectively. When the thermal storage is charged, steam flows through the pipes and condenses, whereas in the case of discharging, liquid water evaporates within the tubes. It is assumed that the mass flow of the heat transfer fluid is controlled to ensure full evaporation or condensation within the storage tubes.
Figure 4 (left) shows the flow-chart for the calculation of the different storage configurations for LHTS and concrete storages. The tube diameter
and the heat storage material layer
are varied within user-defined ranges. For each combination of tube diameter and storage material layer a charging cycle is simulated. Since the dynamic behavior of the concrete storage and even more so of the LHTS is highly complex and a rigorous transient simulation model would result in excessively long computation time, a simple quasi-stationary node model illustrated in
Figure 5 using the so-called enthalpy approach is used for simulation.
In this model, the storage material layer is divided to discrete volumes with index
. These volumes are defined by:
To account for the fact that a sufficient temperature difference between storage material and HTF is necessary to obtain sufficient heat loads, an effective temperature range is specified that depicts the useful temperature range for storage of sensible heat. For LHTS, the total storage capacity considering the effective temperature range is calculated:
by
whereas for concrete, the storage capacity calculation simplifies to:
with
where
is the temperature efficiency factor, which was set to 0.8 in this work. This factor reduces the theoretically available temperature range to a more realistic range where reasonable driving temperature differences are ensured. The heat transfer between HTF and the heat storage material is governed by:
and the
kA-value for heat conduction between the nodes is:
The HTF remains at constant temperature
since a phase change between liquid water and steam takes place. The simulation is initialized with homogenous temperatures throughout all nodes and stored energy is set to zero.
The simulation is then carried out using an initial step size
which is adjusted if the current step results in an infeasible solution for the node temperatures. First heat loads
are calculated,
then the stored energy
is obtained by:
In the concrete storage case, the new node temperature is obtained through
whereas for the LHTS also the current state of the PCM needs to be identified in order to determine the node temperatures.
From these results, the average storage heat loads are derived. Since at the beginning of each charging and discharging cycle, heat loads are very high but only for a short period of time, these high charging rates are not considered for the calculation of average heat loads. Since for this simple model heat loads scale linearly with capacity (tube length), all solutions can be upscaled to discrete capacities ranging from 0 to the user specified maximum capacity.
For the LHTS, an appropriate PCM needs to be selected by the user. The most important property is the phase change temperature, which needs to be between the charging and discharging temperature of the HTF. Besides costs for the PCM itself, which strongly depend on the selected PCM as shown in
Figure 6, PCM selection has various implications on storage costs. PCMs with low densities result in larger overall storage volumes and, depending on phase change enthalpy, lower volumetric energy densities, which in turn also requires larger surface areas between tubes and PCM to reach certain heat loads. For this reason, LHTS costs can vary significantly depending on its application in terms temperature range of operation.
The price for thermal concrete is not available in the literature. However, it is within the highest range of concrete available on the international market, since concrete used for concrete-based TES shall have specific thermodynamic and mechanical properties to perform durably and effectively. Considering an average price of 124 EUR/m3 in 2018 for dry concrete (National Ready Mixed Concrete Association—NRMCA—Industry Data Survey 2018), a rounded price of 200 EUR/m3 dry concrete (ca. 60% above the mentioned average) was assumed in this work to account for the specificities of the thermal concrete.
For each storage configuration, an appropriate storage container is selected. For the LHTS system steel plates are considered to encapsulate the PCM, whereas for the concrete storage system, the tube bundle arrangement does not require any containing vessel since the concrete surrounding the tubes will remain solid and contain itself. A simple metallic structure can hold the tube bundle together. The proposed structure is similar to the configuration proposed by EnergyNest for their pre-commercial concrete TES system [
16].
For both LHTS and the concrete storage, thermal insulation is used around the container and the metal structure, respectively. Insulation costs are calculated using a correlation based on equipment temperature and equipment factors accounting for special insulation requirements. Costs for valves and sensors are based on equipment purchases from previous projects and are presented in
Table 3.
4.3. Molten Salt Storage
The molten salt storage was modeled as a conventional two-tank solution with one hot tank and one cold tank, as illustrated in
Figure 7 (left). The hot tank and cold tank temperatures were set equal to
and
, respectively. The thermal storage is charged with steam via a heat exchanger and discharged similarly by reversing the flow. The cost function for molten salt storage thus includes the costs for heat storage material, storage tanks and insulation, heat exchangers, pumps and electric motors. Of these, the costs for pumps, electric motors and the heat exchanger depend only on heat load, whereas the costs for the remaining components depend only on thermal storage capacity.
Figure 7 (right) illustrates the approach for calculating the required salt volume and flow rate, and consequently the required sizes for heat exchangers, pumps and electric motors are calculated for each capacity and load in the specified range.
As the heat storage material, a novel ternary salt mixture called Yara MOST, which is a blend of Ca(NO
3)
2, KNO
3 and NaNO
3, was considered [
26]. The benefits of Yara MOST as opposed to other salts applied in concentrated solar plant (CSP) applications are among others its low melting point (131 °C) reducing the risk of freezing, wider operational temperature range, almost no corrosion and lower cost. The use of Yara MOST as a heat transfer fluid and TES medium has been tested at industrial scale at a parabolic trough CSP plant in Portugal [
27]. A constant price at the lower limit obtained from the supplier, equal to 0.7 €/kg, was applied for the salt. Reduction in price due to increased quantity was not considered due to lack of data.
Due to the low corrosivity of the salt, and generally low temperatures employed in industrial applications, carbon steel was considered as the tank material. Since the storage tanks are under atmospheric pressure, the tank thickness was set to a constant value of 10 mm, even though in certain cases thicker walls might be necessary. The costs and required number of tanks were subsequently obtained from a cost database for vertical storage tanks [
18], with the required salt volume as the input parameter. Similarly, the tank insulation costs were obtained from the cost database, with maximum tank temperature and surface area for each tank as input.
Molten salt steam generators generally consist of several heat exchanger steps [
28,
29]. For the present study, only the evaporation stage was considered in order to be consistent with the other storage technologies. The evaporator was assumed to be a U-type stainless steel heat exchanger with water flowing in the tubes and salt in the shell side. For calculating the heat transfer coefficient for water in the evaporator, the Gungor and Winterton correlation was applied [
30]. For the heat transfer coefficient for the salt flowing across the tube bundle, the approach given by Gnielinski [
31] was followed, assuming a staggered tube arrangement and a triangular pitch with
Pt = 1.25do, with an outer tube diameter
do of 0.023 mm.
The overall heat transfer coefficient and thus the required heat transfer area was calculated for a range of loads and numbers of tubes,
Ntubes. The tube bundle diameter was calculated from basis of the number of tubes using correlations given in [
32], and the shell diameter was estimated to be 1.1 times the bundle diameter. From the range of obtained heat transfer areas, only those that satisfied the following condition were considered [
32]:
where
is the shell diameter and
Ltube is the length of a tube. For each load, the minimum heat transfer area satisfying this condition was selected. Finally, using the selected heat transfer areas, a linear function for the area as a function of load was obtained to be applied in the optimization model in order to minimize the computation time. The same procedure was applied for obtaining the required number of tubes for each load, which was needed in calculating the pressure drop as explained in the following section.
The cost function for the salt pump was obtained using the cost database with salt flow rate and pressure drop as the input parameters. The largest pressure drop will take place in the heat exchangers, and the required pump size was thus estimated based on this pressure drop, calculated from [
33]
where
NL is the number of tube rows, estimated as
,
is a correction factor set to 1,
f is the friction factor,
is the average salt density, and
the flow velocity. The friction factor was set equal to the Euler’s number, calculated from the Reynolds number of the flow using correlations given in [
34].
An electric motor is needed for running the pump, with size and efficiency depending on the salt volume flow, i.e., the load. The electric motor efficiency and the costs were calculated using correlations found in [
19].
4.4. Steam Generator Units
Since the focus of this work is on the development of reliable cost estimates for thermal energy storage, costs for steam generator units are modelled using linear correlations with respect to the components’ nominal heat loads. The cost coefficients for these linear correlations are based on experience and are to be considered as rough estimates.
6. Discussion
The proposed optimization approach which consists of the two main modules for cost-function generation and the mathematical programming model allows for detailed cost analysis of the individual TES technologies. At the same time, the approach yields important decision-support when it comes to selection of cost-efficient TES for The minus sign on the y-axis is related to the font used for plotting in python matplotlib and cannot be easily changed at this point.a specific industrial plant but also to evaluate economic benefits that might emerge from a P2H-system including TES.
The two presented cases and especially the cost structures for the different TES technologies show that case-specific cost estimations with special emphasis on the heat load and temperature requirements is necessary in order to identify the most cost-efficient TES solution. The data presented in
Figure 9 and
Figure 15 are also shown in
Table 6,
Table 7 and
Table 8 to facilitate the following discussion.
The available temperature range for storage is especially crucial for the cost-efficient application of Ruths steam storages and LHTS. For Ruths steam storage, vessel costs increase rapidly with higher storage temperatures. This can be observed when comparing the cost structures for Case 1 and Case 2 shown in
Table 6 and
Table 7. For Case 1 with a maximum storage temperature of 300 °C, costs for Ruths storage are dominated by the vessel costs (85–86% of total storage costs) whereas in Case 2 with a maximum storage temperature of 150 °C valves and vessel costs contribute about equally to the total storage costs (
Table 7). For LHTS, the availability of appropriate PCMs with both low costs and high volumetric energy density is a decisive factor regarding cost-effectivity. The volume-specific costs for the selected PCM in Case 2 (LDPE at 500 €/m
3) is only half of the costs for Case 1 where a more expensive salt mixture had to be considered (KNO
3-NaNO
3 at 1000 €/m
3).
Case 2 showed that heat load requirements can be a major cost driver for LHTS and concrete storages with approximately doubling costs with doubling maximum heat loads from 0.94 M€ and 1.08 M€ for the High Cap./Low HL scenario to 1.80 M€ and 1.96 M€ for the High Cap./High HL scenario respectively. In Case 2, the relatively low temperature differences for charging and discharging between the HTF and the storage material require large amounts of tubing to establish a sufficient heat transfer. This, in turn, increases the overall volume of the storage and thus increases insulation costs and adds costs for the container structure. In Case 2, for both LHTS and concrete storage tubing makes up for 57% and 46% of the overall storage costs in the High Cap./High HL scenario (
Table 7) compared to Case 1 where in the High Cap./High HL scenario tubing costs make up for only 13.0% in the case of LHTS and 11.6% for the concrete storage (
Table 6).
Some cost drivers considered within the cost functions showed only minor impact to the overall storage costs; e.g. heat exchanger (HX) costs that were considered for molten salt storage made up for a maximum of only 3%. The motors considered for pumping of liquid salt showed even less impact with less than 0.5% of total storage costs. The molten salt costs were in both cases dominated by the storage material costs.
In the proposed approaches for cost-function generation, some aspects that might have a significant effect on costs, were not fully considered. Economy of scales was only considered for steel plates but was not applied for storage material costs. For large-scale applications such as Case 1, this effect might change the cost structure of the individual storage, as well as the choice of cheapest storage technology. In Case 1, the storage material was responsible for 50–85% of the total TES costs for molten salt, LHTS and concrete TES. This aspect, however, can be included and does not change the effectiveness of the proposed optimization approach.
Controllability of storage heat loads, which is another important aspect, was not considered in detail, but instead perfect control over charging and discharging heat loads was assumed. For a more detailed analysis, transient storage simulations will be necessary to fully evaluate, whether the individual storage technology can fulfil all process requirements.
One major limitation of the proposed approach is that heat loads considered for LHTS and concrete are average values obtained from simulation of a full charging cycle. Heat load restrictions depending on the state of charge cannot be considered as this would yield a non-linear storage model which would be very difficult to solve. The presented approach underestimates initial maximum heat loads of LHTS and concrete storage and overestimates obtainable heat loads at higher (charging) or lower (discharging) levels of SOC.
There are also other minor shortcomings in the present model that could be addressed in future work:
A constant heat transfer coefficient was assumed for LHTS and concrete storages;
Preheating of makeup water and condensate was not considered;
Heat losses are neglected;
PCM selection for LHTS is not automated (manual selection of appropriate PCM);
Automated sensitivity analysis (sensitivity regarding storage costs);
Economy of scale is not considered for storage materials.