1. Introduction
With fast industrial development, escalating rise in population, and uneven distribution of water around the world, guaranteeing the quality and quantity of freshwater resources has become increasingly difficult. Compared with freshwater, seawater accounts for more than 97% of the total water assets on the planet [
1] thus, the issue of water scarcity will hopefully be solved by processing seawater into freshwater, which is also the reason why desalination technology is of significant importance to our future development. Including distillation and membrane methods, common large-scale desalination technologies usually require expert operations as well as considerable energy consumption of thermal and electric energy supplied by large power plants [
2], which are ineffective in less-developed regions. Therefore, numerous investigations have been focused on the improvement of small-scale desalination devices [
3,
4,
5], in which the humidification and dehumidification (HDH) desalination technology, based on the principle of simultaneous heat and mass transfer, is one of the most promising ones for its high energy utilization efficiency [
6].
However, despite the ability of the HDH system to function with less energy input due to the miniaturization of its equipment, the energy consumption per unit volume far exceeds that of traditional desalination technologies [
7]. If solar energy or waste heat from power plants is adopted as the heat source, the HDH system will achieve a higher GOR while maintaining lower energy consumption.
Considerable research efforts have been devoted to the application of solar energy to HDH desalination systems. Thakkar et al. [
8] designed and fabricated an air-heated HDH system powered by a solar air collector. The experiments were conducted under two different air flow rates, and the results showed that the proposed desalination system is suitable for arid and oceanic areas with small-scale freshwater requirements. In a novel solar-driven CAOW HDH desalination system proposed by S.W. Sharshir et al. [
9], solar still and solar collector (SC) are adopted to raise the temperature of working fluid under different system configurations. The performance of a single HDH desalination system, conventional solar still, and the combination of them were studied in detail, and the impact of various water mass flow rates on the water production of the combined system was investigated as well. The conclusion indicated that the daily freshwater productivity of conventional solar still, solar still feed with brine from HDH system, single HDH system, and the combination of HDH system and solar still were 3.9, 13, 24, and 37 L. Kabeel et al. [
10] experimentally investigated the performance evaluations of a two-stage indirect solar dryer with reheating coupled with an HDH desalination system. The experimental results showed that the daily water production rose from 29.55 L to 42.3 L, with air flow increasing from 50 m
3h
−1 to 75 m
3h
−1. In addition, within the same air flow variation range, the performance indicator of the system, GOR, varied over ranges of 1.24 to 1.79 and 0.97 to 1.38 for the proposed system and an HDH desalination system only, respectively. Mishal [
11] proposed a continuously working HDH system by feeding seawater to absorb solar energy and reserving it in a thermal storage tank with excellent insolation during the day. At night, the tank switches to discharging mode and starts feeding the HDH system with the hot seawater. The results showed that daily freshwater production is 7.6 kg per unit area of solar collector, and the daily average for GOR and the recovery ratio are 0.3 and 0.09, respectively.
Apart from research focusing on SC, numerous investigations have been conducted on the combination of PV/T and HDH desalination systems. Wang et al. [
12] designed an HDH system driven by a photovoltaic (PV) device under natural or forced convection mode, in which the evaporation chamber is filled with heated seawater, and the condensation chamber is a shell and tube heat exchanger. The conclusion revealed that when the evaporative temperature equals 64.3 °C, the highest value of freshwater yield was 0.873 kgm
−2d
−1 for the forced convection mode, indicating the economic and feasible characteristics of the PV-driven HDH desalination system. For a CWOA HDH system with circulating air heated by solar energy, Giwa et al. [
13] studied the PV panel capacity for recovery from thermal energy as well as water production, and the calculation results showed that the daily freshwater production is 2.28 Lm
−2. In addition, Shiva et al. [
14] proposed a novel PV/T solar humidifier and adopted it in an HDH system driven by a heat pump cycle. Under different condensation temperatures and seawater mass flow rate conditions, the thermodynamic and economic performance of the combined HDH system was investigated experimentally. The results revealed that the highest value of water evaporation rate in the humidifier was around 4.48 kg at the seawater flow rate of 0.15 kgs
−1 and the condensation temperature of 20 °C, and the cost of freshwater production was 0.018 USDkg
−1. Elsaf [
15] came up with a power and water co-generation system based on the HDH cycle and PV/T module, and the corresponding mathematical model for the integrated system was raised. The results showed that the system could produce 12 m
3 of freshwater and 960 kWh of electricity annually, and the unit cost for freshwater and electricity production were 0.01 USDL
−1 and 0.289 USDkWh
−1, respectively. Therefore, compared with solar collectors, PV/T can generate electrical energy as well as heat the circulating fluid of the system, which greatly improves the overall performance of the combined HDH system.
Given the structure of the desalination system in the aforementioned papers, the involved HDH devices are either self-designed or composed of a packed bed humidifier and a surface heat exchanger for dehumidification. In the latter case, severe pressure drops, contamination, and corrosion enhance the operating cost and impair the lifespan of the integral desalination system [
16]. In addition, the dehumidification side often requires a larger heat transfer area due to a lower heat transfer coefficient, which increases the construction cost of the system. In order to solve the above problems, Klausner et al. [
17] introduced a direct-contact dehumidifier into the HDH desalination system, in which the dehumidifier was fabricated as a twin tower structure with a co-current and countercurrent and had the same construction as the packed bed humidifier. Moreover, He et al. [
18] proposed a co-generation system comprised of organic Rankine cycle and HDH to achieve continuous utilization of geothermal energy for simultaneous power and water production. The research results showed that the maximum value of net power and water production were 42.68 kW and 236.81 kgh
−1, respectively. Considering the recirculation of seawater and freshwater, Zarei et al. [
19] raised a CACW HDH desalination system with a direct-contact humidifier and dehumidifier. The relevant theoretical and experimental analyses were conducted at the various input parameter conditions, and the results showed that the peak value of GOR and water production are 3.3 and 300 Ld
−1 at the equilibrium conditions of the dehumidifier.
In combination with previous literature review, it is found that although the application of PV/T and SC to HDH desalination system has received intensive investigations for their respective advantages, nonetheless, the solar-powered HDH system, which is fabricated with a direct contact dehumidifier to realize the compaction and economy of the system has not received much attention yet. In addition, ignoring the importance of energy storage, a majority of current solar-driven HDH systems can only operate during the daytime but fail to achieve continuous water production at night. However, in some special conditions, such as remote islands, the system may not fulfill the all-day freshwater requirements by solely operating in the daytime. Consequently, in order to ensure continuous operations for water production, realize the combined generation of freshwater and electricity, and fulfill the compaction and economy of the integrated system, this research incorporates the thermal energy storage technology into a dual packed bed HDH desalination system powered by solar energy. Moreover, the complete mathematical model is established, and the corresponding parametric analyses are executed at different incident solar radiation and top temperatures. By preheating and conserving seawater during the day and using it at night, the proposed system with innovative configuration outperforms other types of HDH configurations in prior research, demonstrating the feasibility and superiority of the present study. The research conclusions will afford worthy references for the design and optimization of the solar-driven HDH desalination system with thermal energy storage for continuous water production.
4. Validation of the Components within the System
In order to validate the proposed desalination system, some key parameters for PV/T module, SC, and HDH devices are achieved at the typical operating case in the references. Under the same conditions of solar irradiation, inlet seawater temperature, and seawater mass flow rate, the results of PV/T calculated in this paper are compared with those calculated by Bu [
21].
Table 4 shows the comparison results of PV/T power generation per unit area of PV panel and photoelectric conversion efficiency with relative errors of 0.864 and 4.91%, separately. To validate the SC with trough parabolic concentrator, the calculation result is compared with that in Chen’s study [
22] under the same solar incident, inlet seawater temperature, seawater mass flow rate, and heat transfer area of the flow channel. It is obvious that the relative error for seawater outflow temperature is 0.146% in
Table 5.
Table 6 shows the comparison between the calculation results of the humidifier in this paper and those of Narayan [
20] under the same minimum enthalpy difference, inlet seawater temperature, and air inflow temperature, and the relative errors of temperature for outlet air and brine are 3.94 and 0.61%, respectively. At last, for the validation of the dehumidifier, the comparison results between the current dehumidification configuration and that of He [
16] are depicted in
Table 7, and it is obvious that the relative errors of outlet air temperature and brine temperature are 0 and 3.98%, respectively. It is apparent that the relative errors for all parameters are within the acceptable range in the engineering field. Consequently, the proposed solar-driven desalination system can be considered accurate.
5. Result and Analysis
Predicated on the mathematical model of the system, the relevant thermodynamic parameters and performance index for the proposed continuous working desalination system under different top temperatures (seawater temperature at the inlet of the humidifier), and incident solar radiation are obtained with MFRR varying from one to five, and the iterative calculation results are presented in forms of figures. It could be noted that the minimal enthalpy difference and effectiveness for designing humidifier and dehumidifier are 10 kJ/kg and 0.9, respectively; the terminal temperature difference between hot fluid outflow and cold fluid inflow is designated as 5 °C in the recuperator; the temperature loss of thermal storage tank is 2 °C; the environment temperature during the daytime and night are 35 and 25 °C, separately; the mass flow rate is specified as 0.5 kgs−1 for both seawater and freshwater.
5.1. Parameter Analysis of PV/T Module
Figure 4a depicts the temperature variation of PV panel and glass cover, as well as the change of PV panel area and power generation (per unit PV panel area) under the typical operating condition, I = 1000 Wm
−2, T
sw,2 = 60 °C, with the increase in MFRR. Apparently, the temperature of the glass cover and PV panel increases first and then decreases and reaches the maximum value when the mass flow rate ratio is equal to 2.87, MFRR = 2.87. However, the solar panel area and power generation have opposite trends that decrease first and then increase, and obtain the minimum value, E
min = 481.13 kWm
−2 and A
min = 13 m
2, in the case of MFRR = 2.87. Because of the internal heat conduction process between the glass cover and the PV panel, the temperature of the glass cover changes synchronously with that of the PV panel. The lower temperature of the glass cover, on the other hand, necessitates a bigger area of PV panel as support to heat seawater to the desired temperature, which explains their opposing variation pattern. Furthermore, as the temperature rises, the photoelectric conversion efficiency of PV panels decreases, resulting in a reduction in the amount of power produced. That is why the power generation reaches its minimum value at the peak value of the PV panel temperature.
Under different solar irradiation conditions,
Figure 4b depicts the variation of panel area and total power generation with respect to the MFRR. Due to the fixed top temperature (T
sw,2 = 60 °C), with the rise of MFRR, both the panel area and the total power generation decrease first and then increase, and reach their minimum value at the condition of MFRR = 2.87. Meanwhile, the enhancement of solar irradiation will increase the temperature of the PV panel, thus weakening the photoelectric conversion efficiency and, as a result, reducing the total power generation of the system. Higher incident solar radiation makes it easier for PV/T to heat seawater to a given top temperature, so the PV panel area decreases. Further, the minimum total power generation is 8.77, 7.22, and 6.25 kW, with solar irradiation increasing from 600 Wm
−2 to 800 and 1000 Wm
−2, decreasing by 17.67 and 28.73%, and the minimum PV panel area is 28, 18, and 13 m
2, with decrement rates of 35.71 and 53.57%.
5.2. Parameter Analysis of HDH
Figure 5a depicts the temperature versus enthalpy plot of seawater and moist air in the humidifier. The smallest enthalpy difference between moist air and seawater, obviously, does not occur on either side of the humidifier but rather in the middle. The dotted line illustrates the limiting situation in an ideal scenario with an unlimited heat transfer area, in which the exit temperature of one type of fluid reaches the entrance temperature of the other. Moreover, the highest ideal enthalpy difference between seawater and moist air in this situation is 16.69 kJkg
−1 and 76.99 kJkg
−1, which are both greater than the stipulated minimum enthalpy difference.
Figure 5b describes the maximum ideal enthalpy change of fresh water and moist air, as well as the variation of HCR
d in the dehumidifier. As previously stated, the performance of a dehumidifier is determined by the magnitude of the ideal enthalpy change of freshwater and moist air, which is expressed as the definition of HCR
d. It can be found that the maximum ideal enthalpy difference of freshwater grows as the MFRR rises, but the maximum ideal enthalpy difference of moist air has the reverse pattern. Furthermore, in the case of MFRR = 2.87, where the heat capacity ratio is equal to the unit, HCR
d = 1, and the maximum ideal enthalpy of freshwater is equal to that of moist air, the dehumidifier is recognized as being in the thermodynamic equilibrium.
As previously explained, the structure of the proposed desalination system ensures the possibility of continuous water production. In the daytime mode, using PV/T and SC to heat the initial cold seawater, respectively, and simultaneously, the former is applied to reduce the temperature of the PV panel, as well as drive the integral desalination system, and the latter is stored in the thermal storage tank for night use. To facilitate the calculation process, assume that the top temperature in the case of night mode is 2 °C lower than that of day mode due to the heat loss of the thermal storage tank.
Figure 6 shows how the mass flow rate ratio affects water productivity and GOR under three different top temperature conditions (day mode). As depicted in
Figure 6a, with the gradual rise of MFRR, the water production of the system increases at first and then decreases, reaching the peak value when the heat capacity ratio equals the unit. Therefore, the mass flow rate ratio corresponding to the thermodynamic balance state of the dehumidifier, HCR
d = 1, represents the system’s optimal performance point. Moreover, for top temperatures ranging from 55 °C to 60 and 65 °C, the maximum daytime freshwater yield is 32.04, 43.1, and 53.85 kgh
−-1, with growth rates of 34.5 and 68.06%; meanwhile, the highest value of water produced at night is 46.4, 57.05 and 67.47 kgh
−1, increasing by 22.95 and 45.41%. Obviously, the system produces more freshwater in the night mode because the maximum water yield increases by 44.82, 32.37, and 25.29% from 55 °C to 60 and 65 °C, compared with that of the daytime. According to
Figure 5b, GOR has a similar variation trend to the water productivity, reaching its peak value in the case of HCR
d = 1. For top temperatures rising from 55 °C to 60 and 65 °C, the maximum value of GOR is 1.31, 1.56, and 1.71 by day, with growth rates of 19.08 and 30.53%, whereas the highest value of GOR at night is 1.044, 1.036 and 1.031, decreasing by 0.77 and 1.25%. With top temperature higher, the system in day mode tends to attain higher GOR at a larger MFRR; namely, the system performance enhances with the increase in top temperature. Despite the fact that the system generates more freshwater in the night mode at the same top temperature, the overall performance indicator, GOR, is lower than that of the daytime due to the increased energy input.
Figure 7 shows the variation of inlet and outlet air temperature of humidifier to mass flow rate ratio under different top temperature conditions. When the MFRR increases gradually, the air inflow temperature of the humidifier, T
a,1, decreases first, then increases, and finally stabilizes after reaching its minimum value at the balance condition point of the system. In addition, with the top temperature changing from 55 °C to 60 and 65 °C, the extremum of air inflow temperature is 41.68, 42.44 and 43.32 °C during the day, increasing by 1.82 and 3.93%, meanwhile, the lowest value of inlet air temperature at night is 32.84, 33.75 and 34.79 °C, with growth rates of 2.77 and 5.94%. As for the air outflow temperature of the humidifier, T
a,2, it keeps increasing and tends to be stable with the rise of MFRR. It is obvious that the air outflow temperature at the top temperature of 60 and 65 °C in the night mode (actually, 58 and 63 °C due to 2 °C heat loss of thermal storage tank) is lower than that of air outflow at the top temperature of 55 and 60 °C in the daytime mode when the MFRR is relatively small. The reason is that the air outflow temperature of the dehumidifier running in the night mode is lower than that of daytime under the same top temperature condition; hence, the heat capacity of seawater in the humidifier is not enough in the case of a small mass flow rate ratio. Further observation of
Figure 7 reveals that the mass flow ratio corresponding to the balance condition is the “turning point” where the variation of air temperature converts from a state of apparent change to a stable development stage.
With the variation of mass flow rate and top temperature,
Figure 8 describes the change of seawater temperature at the inlet of PV/T, T
w,1, and freshwater outflow temperature of the dehumidifier, T
fw,2. Obviously, both of them rise at first and then drop, eventually reaching the maximum value at the balance condition point. With the top temperature varying from 55 °C to 60 and 65 °C, the peak value of the seawater inflow temperature of PV/T grows from 46.94 °C to 50.9 and 54.69 °C, increasing by 8.43 and 16.51%, and the extremum of freshwater temperature at the outlet of dehumidifier rises from 51.25 °C to 54.89 and 58.34 °C, with growth rates of 7.1 and 13.83%, respectively.
5.3. Energy Analysis of Integral System
The dependence of thermodynamic parameters on mass flow rate ratio and top temperature should be attributed to the change of heat and mass transfer characteristics between seawater/freshwater and air. Generally speaking, at the same top temperature, the increase in MFRR will enhance the performance of the HDH desalination system before the optimal operation situation since the rise in air temperature and humidity can compensate for the performance degradation caused by a decline in air mass flow rate. However, this compensation capability is also limited. When the value of MFRR exceeds the balance condition point, the freshwater productivity of the system will continuously reduce due to the influence of too little air. Furthermore, we can promote the compensation capability of the system by lifting the seawater inflow temperature of the humidifier.
Specifically, when the value of HCRd is less than one, HCRd < 1, the maximum ideal enthalpy change on the air side of the dehumidifier is larger than that of the freshwater side. Hence, the temperature and humidity of the air play a leading role in the system performance, and the GOR continues to rise with the increase in MFRR. Meanwhile, when the value of HCRd is larger than one, HCRd > 1, the maximum ideal enthalpy change of the air side is lower than that of the freshwater side; thus, the performance of the system gradually degrades due to a small value of air mass flow rate, mda. At the same top temperature, the increase in air temperature and humidity during the humidification process can be fully guaranteed in any case of mass flow rate ratio. Therefore, the air outflow temperature of the humidifier, Ta,2, rises continuously until the top temperature and heat exchange area limit its further development. In the dehumidifier, the freshwater yield comes from the condensation process of water vapor carried by moist air; thus the enhancement of system performance is inevitably accompanied by the drop in air outflow temperature, Ta,1, and the rise in temperature of water production. When the desalination system operates at night, lower freshwater inflow temperature of the dehumidifier, Tfw,1, due to a lower ambient temperature enhances the dehumidification process of moist air, hence significantly improving the water production of the system. However, the air temperature at the outlet of the dehumidifier is also less than that of the daytime mode, which burdens the humidifier as well as impairs the compensation capability of the system; thus, the MFRR corresponding to the best performance point of the system is smaller than it during the day. In addition, when the system works in daytime mode, the recuperator further correlates the variation trend of freshwater outflow temperature of dehumidifier, Tfw,2, with the seawater temperature at the inlet of PV/T, Tw,1. Further, the PV/T with a lower value of Tw,1 inevitably requires a larger PV panel area to meet the prescribed seawater outflow temperature, which causes the variation of parameters in the PV/T module.
5.4. Comparison between Present System and Different HDH Systems
Considering the system performance parameters, GOR, and water productivity, this section compares the performance of the current system with that of other types of HDH systems, and the results are displayed in
Table 8. It is obvious that the proposed system outperforms those in prior research, demonstrating the feasibility and superiority of the present continuous water-producing HDH system supported by thermal energy storage.