Solar Energy 144 (2017) 71–78 Contents lists available at ScienceDirect Solar Energy journal homepage: www.elsevier.com/locate/solener Observational study of modified solar still coupled with oil serpentine loop from cylindrical parabolic concentrator and phase changing material under basin A.E. Kabeel ⇑, Mohamed Abdelgaied Mechanical Power Engineering Department, Faculty of Engineering, Tanta University, Egypt a r t i c l e i n f o Article history: Received 17 December 2015 Received in revised form 30 June 2016 Accepted 4 January 2017 Available online 11 January 2017 Keywords: Cylindrical parabolic concentrator Solar desalination Developed solar still Oil heat exchanger Phase change material Productivity enhancement a b s t r a c t The performance of a cylindrical parabolic concentrator with focal pipe - coupled with a developed solar still with (oil heat exchanger, Phase Change Material (PCM)) have been experimentally investigated to improve the freshwater productivity. The cylindrical parabolic concentrator with focal pipe and oil heat exchanger (serpentine loop) represent the external heat source to increase the temperatures of the basin water and PCM. The PCM used as a heat storage medium. The influences of high heat exchanger oil temperature on the performance of the developed solar still are experimental investigated. A comparison between a developed solar still and the convenstional solar still is carried out to evaluate the enhancement in the freshwater productivity under the same ambient conditions. The experimental results indicated that, the freshwater productivity approximately reached 10.77 L/m2 day for the developed solar still, while its value is recorded 4.48 L/m2 day for conventional solar still. The freshwater productivity of the developed solar still is 140.4% higher than that of the conventional solar still in average. Also, the daily efficiency approximately reached 25.73% for the developed solar still, while its value is recorded 46% for conventional solar still. The percentage decrease in the daily efficiency for the developed solar still about 44% compared to the convenstional solar still in average. In the present experimental work the estimated cost of one liter of freshwater productivity reaches approximately 0.1359 LE (0.0174 $) and 0.1378 LE (0.0177 $) for developed solar still and conventional solar still, respectively. This results is obtained during the period from June to August 2015 under the Egyptian conditions. Ó 2017 Elsevier Ltd. All rights reserved. 1. Introduction The availability of freshwater on the earth’s surface is decreasing day by day, due to the continued increase in population density and rapid development in the industry. Therefore, it was necessary to use solar energy in the desalination of sea water to overcome this problem. Solar stills represent a good option and a simple technique compared to the other distillation methods. The main problem encountered with the solar stills are the low productivity of freshwater, and that is within the limits 2.5–5 L/m2 day. The basin water depth is important factor affecting on the productivity of the solar stills. Phadatare and Verma (2007) studied the behavior of a single basin solar still at different water depth. This study showed that, the freshwater productivity of the solar ⇑ Corresponding author. E-mail addresses: (A.E. Kabeel). kabeel6@hotmail.com, http://dx.doi.org/10.1016/j.solener.2017.01.007 0038-092X/Ó 2017 Elsevier Ltd. All rights reserved. kabeel6@f-eng.tanta.edu.eg still decrease with the increase in the basin water depth. Tripathi and Tiwari (2005) experimentally studied the impacts of water depths on the productivity for passive and active solar stills. This study showed that, the convective heat transfer coefficient between the inner glass cover and basin water depends on the water depth. After the sunset the productivity increases for increase the water depths. Rajamanickam and Ragupathy (2012) studied the effect of water depths on the productivity for a double slope and a single slope solar stills. This study showed that, the productivity of the still decreases with increase the basin water depth. Khalifa and Ahmad Hamood (2009) experimentally studied the impacts of water depths on the freshwater productivity of still. This study showed that, the still productivity decreased by 48% for increase the water depth from 1 to 10 cm. Tiwari and Tiwari (2006) experimentally studied the effects of water depths on the evaporative mass transfer coefficient for a passive single-slope solar still. Tiwari and Tiwari (2007) studied the effects of water depths on the productivity for a single slope passive solar still. They found 72 A.E. Kabeel, M. Abdelgaied / Solar Energy 144 (2017) 71–78 that, increasing the water depth decreases the still productivity up to depths of about 10 cm but at greater depths than this the productivity becomes almost constant. The water evaporation rate depends on the free area of saline water in basin still. Abu-Hijileh Bassam and Rababa’h Himzeh (2003) use the sponge cubes in the basin water to increase the free area of the saline water, their results showed an improvement in the distillate water productivity. Velmurugan et al. (2008a,b, 2009) found that, the use of the sponges in a single basin still and stepped still improved the productivity by 15.3%. The freshwater productivity of solar still depends on the temperature difference between basin water and glass cover. AbdelRehim and Lasheen (2007) studied the performance of modified solar stills includes a solar energy concentrator. This study showed that, the productivity of modified system is 18% higher than that of conventional solar still. Sanjay and Sinha (1996) experimentally studied the behavior of a double slope solar still integrated with cylindrical parabolic concentrator. This study showed that, a double slope solar still integrated with cylindrical parabolic concentrator gives the maximum productivity at all basin water depth, the rate of increase was about 94% higher than that of conventional solar still in average. The performance of the solar still integrated with flate plate solar collector have been conducted by Tiwari et al. (2009), Lawrence and Tiwari (1990), Yadav (1991), Tiris et al. (1998). These studies showed that, the distillate water productivity of the solar still integrated with flate plate solar collector is higher than that of a conventional solar still. Singh et al. (2016) experimentally studied the performance of active solar still integrated with two hybrid PVT collectors. Jahangiri Mamouri et al. (2014) experimentally evaluated the performance of a single basin solar still with evacuated tube collectors and achieved the efficiency of 22.9%. They also found the optimum depth of water as the length of the heat pipe condenser. Kargar Sharif Abad et al. (2013) used flat plate collectors and pulsating heat pipes in conjunction with the solar still and achieved the maximum yield of 0.875 L/m2 h. Feilizadeh et al. (2015) studied the effect of the number of flat collectors on multi-stage solar stills. This study showed that, in the summer, 48% and 23% more productivity were obtained by adding the second and third collector, respectively. Singh et al. (2001) experimentally studied the productivity of a double slope active solar still and photovoltaic integrated flat plate collector. This study showed that, the production rate has been accelerated to 1.4 times than the single slope active solar still and photovoltaic. Dev and Tiwari (2012) experimentally studied the productivity of an evacuated tubular collector integrated solar still. This study showed that, the daily productivity of an evacuated tubular collector integrated solar still higher than that of a single slope solar still. Singh et al. (2012) numerically and experimentally studied the performance of a double slope active solar still with two flat plate collectors connected to the basin of solar still. Singh et al. (2013) numerically studied the performance of a solar still integrated with evacuated tube collector in natural mode. The results show that, the overall energy and exergy efficiencies has been found to be in the range of 5.1–54.4% and 0.15–8.25% respectively at 0.03 m water depth. Kumar et al. (2014) numerically studied the productivity of a single slope solar still integrated with an evacuated tube collector. This study showed that, the optimum daily productivity has been obtained as 3.9 kg with energy and exergy efficiencies as 33.8% and 2.6% respectively. Tiwari et al. (2015) presented an exergoeconomic and enviroeconomic analyses of partially covered photovoltaic thermal flat plate collector integrated solar stills. Abdel-Rehim and Lasheen (2005) studied the effect of packed layer and rotating shaft installed close to the basin water surface on the productivity of modified solar stills. This study showed that, the productivity of modified solar still using packed layer as simple thermal storage system was increased from 5% to 7.5%, while it was increased from 2.5% to 5.5% for the modified one using rotating shaft compared to conventional still. Nafey et al. (2001) experimentally studied the effect of black rubber and black gravel materials on the productivity of a single basin sloped solar still, their results showed that the black gravel (20–30 mm size) improves the productivity by 19% and the black rubber (10 mm thick) improves the productivity by 20%. Naim and El Kawi (2003) studied the effect of charcoal particles on the productivity of the solar still. Different factors such as size range of charcoal particles, brine flow rate, and still inclination to the horizontal have been investigated. Also, the phase change materials used to enhance the freshwater productivity of solar still. Many researchers (El-Sebaii et al., 2009; Radhawan, 2004) studied the impact of the PCM on the productivity of a basin still and stepped still, respectively. Dashtban and Tabrizi (2011) studied the effect of the PCM on the performance of cascade solar still. Arunkumar et al.(2013)studied the effect of PCM on the productivity of the concentrator-coupled hemispherical basin still. The results show that, the freshwater productivity with PCM is 26% higher than that without PCM. Kabeel and Abdelgaied (2016) experimentally studied the effect of PCM on the performance of a solar still, their results showed that the daily freshwater productivity for solar still with PCM is 67.18% higher than that of the conventional solar still. Kabeel et al. (2016) experimentally studied the performance of a double passes solar air collector–coupled modified solar still with PCM, their results showed that the daily productivity for a double passes solar air collector–coupled modified solar still with PCMis 108% higher than that of the conventional still. Due to the low freshwater productivity of the solar stills, these studies aims to improve the productivity of the solar still, by using a cylindrical parabolic concentrator with focal pipe - coupled with a developed solar still with (oil heat exchanger, Phase Change Material (PCM)). Oil is flowing in a closed cycle through the heat exchanger and focal pipe by using small pump. The PCM that acts as latent and sensible heat storage system. The PCM used in the present work is the Paraffin wax because of wide availability and low cost. The basin water in the developed solar still is heated directly by solar radiation absorped by absorber plate and also, by the high oil temperature flow through the heat exchanger. The effect of high oil temperature on the performance of developed solar still are experimentally investigated. A comparison between a developed solar still and the convenstional solar still is carried out to evaluate the enhancement in the freshwater productivity under the same ambient conditions. 2. Experimental work In the present experimental work, two solar stills were designed, fabricated and constructed to compare the freshwater productivity of the solar desalination. The present experimental work was carried out in Faculty of Engineering-Tanta University, Egypt (Latitude 30.47°N and longitude 31°E) in the period from June to August 2015. The experimental measurements were carried out from 6:00 am to 10:00 pm. One of them is a developed solar still with (oil heat exchanger, Phase Change Material (PCM)) - integrated with a cylindrical parabolic concentrator with focal pipe and the other is the conventional solar still as shown in Figs. 1 and 2. Fig. 1 shows the schematic diagram of the present exprimental work. In addition, Fig. 2 shows a photo of the present exprimental work. As shown in Fig. 1, a conventional solar still has a basin area of 0.72 m2 (0.6 m 1.2 m). The basin still made from a galvanized iron sheet of 1.5 mm thick. The elevations of low-side wall and the high-side wall have been kept at 0.12 m and 0.47 m, A.E. Kabeel, M. Abdelgaied / Solar Energy 144 (2017) 71–78 73 Fig. 1. Schematic diagram of the present exprimental work. respectively. The whole inside surface of the basin still is coated with black paint to increase the absorptivity of solar radiation. Also, the surface of the basin still was insulated from the side and bottom walls with low thermal conductivity fiber glass of 5 cm thick to reduce the heat energy loss from the basin still to the ambient. The still cover is made of commercial glass, with a thickness of 3 mm, and it is inclined by 30.47° to the horizontal. The silicon used as a bonding material to prevent any leakage between the basin box and the glass cover. The feed water tank is placed 1 m above the basin still to feed the saline water to the basin still. The feed water tank is connected to basin still by water pipe line. A check valve is integrated at the pipe line entrance to regulate the saline water flow rate. The developed solar still with (oil heat exchanger, PCM) - integrated with a cylindrical parabolic concentrator with focal pipe consists of oil heat exchanger (serpentine loop), PCM reservoir, absorber surface, feed water tank, glass cover, insulation, cylindrical parabolic concentrator with focal pipe and measuring devices. The saline water tank is located about 1 m above the basin still to feed saline water to basin still. The absorber vessel made from copper sheet 0.54 m 1.14 m 6 cm height (0.4 mm thick) located inside the basin still, the basin still made from a galvanized iron sheet of 0.6 m 1.2 m (1.5 mm thick). The gap between the absorber vessel and basin still is filled with a phase change material (PCM) as a thermal energy storage medium with 3 cm thick. The vertical depth of low-side wall and the high-side wall have been kept at 0.12 m and 0.47 m, respectively. The whole inside surface of the absorber vessel and the basin still are coated with black paint to increase the absorptivity of solar radiation. Also, the surface of the basin still was insulated from the bottom and side walls with low thermal conductivity fiber glass of 5 cm thick to reduce the heat energy loss from the basin still to the ambient. The developed solar still cover is made of commercial glass, with a thickness of 3 mm, and it is inclined by 30.47° to the horizontal. The silicon used as a bonding material to prevent any leakage between the basin still and the glass cover. 74 A.E. Kabeel, M. Abdelgaied / Solar Energy 144 (2017) 71–78 Fig. 2. A photo of the present exprimental work. A phase change material reservoir, with 3 cm thick, is installed with the developed solar still, beneath the absorber plate and filled by PCM. The PCM reservoir located in the gap between the copper absorber vessel and the basin still. The PCM represents a latent and sensible heat energy storage medium. In this work the Paraffin wax with a mass of 17.5 kg is used as a PCM because of its wide availability and its low cost. The properties of Paraffin wax is indicated in Table 1. A cylindrical parabolic concentrator used as a reflector system that concentrates sunlight on the receiver tube. The cylindrical parabolic concentrator has a dimension of 1.2 m wide and 2 m long with 90° opening angle, an aluminum reflector with a special solar coating used as a reflective material. The receiver consists of a absorber copper tube 2 m long and 1.9 cm diameter covered by glass evacuated tube 2 m long and 3.8 cm diameter, the vacuum between the copper tube and glass cover used to decrease the heat losses (suppress natural convection). Oil heat exchanger (oil serpentine loop), consists of a single tube with 12 passes, the oil flow inside the copper tube 1.252 cm diameter and 8.4 m long. The copper tube of the oil heat exchanger is immersed in the basin water. The copper serpentine loop is coated with black paint to increase the absorptivity of solar radiation during sunlight. The oil serpentine heat exchanger immersed in water of basin still. The electric pump used to pumping the oil through the oil serpentine heat exchanger. 3. The daily efficiency of the solar stills The daily efficiency, gd was obtained by the sum of hourly condensate production mp, multiplied by the latent heat Lw at average Table 1 Paraffin wax properties (Haji-Sheikh et al., 1982). Properties Values Melting temperature (°C) Latent heat (kJ/kg) Solid/liquid heat capacity (kJ/kg °C) Solid/liquid density (kg/m3) Coefficient of thermal conductivity (W/m °C) 56 226 2.95/2.51 818/760 0.24 basin water temperature Tw, hence the results was divided by the average solar radiation I(t) over the whole absorber area A: gd ¼ P mp Lw A IðtÞ ð1Þ where the latent heat Lw followed by El-Dessouky and Ettouney (2002): Lw ¼ 103 ½2501:9 2:40706 Tw þ 1:192217 103 T2w 1:5863 105 T3w ð2Þ 4. Experimental measurements In the present exprimental work the intensity of solar radiation, ambient temperature, glass cover temperature, saline water temperature, absorber plate temperature, PCM temperature, inlet heat exchanger oil temperature, outlet heat exchanger oil temperature and distilled water temperature are measured every 1 h. During the each test, freshwater productivity is measured periodically every 1 h. The oil flow rate remain constant at 6 L/min, the properties of the oil used in the present work are listed in Table 2. The depth of the saline water remains constant at 2 cm during the experiments in the both developed solar still and conventional solar still. All exprimental measurements aims to evaluate the performance of the both developed solar still and conventional solar still under the ambient conditions of Tanta City-Egypt. In the developed solar still the cylindrical parabolic concentrator with focal pipe and serpentine loop represent the external heat source to increase the temperatures of the basin water and PCM. The PCM used as a heat storage medium. In the first stage the heat is stored in PCM as a sensible heat until it reaches to the melting Table 2 Thermal properties of thermal oil at 20 °C. Properties Value Density q (kg/m ) Viscosity l (Pa s) Thermal Conductivity K (W/m K) Specific heat capacity CP (kJ/kg. °C) 3 850 0.0686 0.14 1.966 A.E. Kabeel, M. Abdelgaied / Solar Energy 144 (2017) 71–78 75 point. In this state, the PCM starts to melt and after completing the melting, the heat will be stored in PCM as a sensible heat. The PCM will represent a source of heat for the basin water during the periods of low solar radiation intensity and during the night. 5. Error analysis In the present experimental work the several parameters were measured in the both developed solar still and conventional solar still. This parameters include; the temperatures at all points (ambient temperature, inlet heat exchanger oil temperature, outlet heat exchanger oil temperature, glass cover temperature, saline water temperature, absorber plate temperature, PCM temperature) were measured by K-type thermocouples which integrated with a G4LCUEA modular programmable logic control (MPLC); thermal oil flow rate are measured by EZ-view flowmeter; wind velocity are measured by vane anemometer; total solar radiation are measured by solarimeter and the amount of freshwater are measured by calibrated flask. The accuracy for different used measuring instruments is summarized in the following table, Table 3. The uncertainty in the present exprimental results can be calculated according to the procedure explained by Barford (1990). The uncertainty is defined as the root sum square of the fixed error of the instrumentation and the random error observed during different measurements. Accordingly, the errors of the calculated daily efficiency and daily productivity are ±0.6%, ±0.11%, respectively. Fig. 3. Hourly solar radiation intensity and temperature variations for the developed solar still and conventional solar still, 24-6-2015. 6. Experimental results and discussion In the present experimental work, depending on the ambient conditions during the period from June to August 2015, the wind velocity varied from 0.4 to 5.2 m/s and the intensity of solar radiation varied from 225 to 1100 W/m2. For the developed solar still the oil flow rate in the heat exchanger remains constant at 6 L/min. The behavior of the developed solar still and the conventional solar still are tested at a same water depth of 2 cm and under the same ambient conditions. In Figs. 3 and 4, the variation of the inlet heat exchanger oil temperature, PCM temperature, glass cover temperature, basin water temperature, ambient temperature and solar radiation intensity of stills are shown with time. The freshwater productivity of stills depends on the intensity of the solar radiation and the ambient temperature. As shown in Figs. 3 and 4 the both ambient temperature and solar radiation intensity increases to the maximum value at the midday and decrease after that gradually. Fig. 3 shows that for the developed solar still the basin water temperature was 30 °C at 6:00 am and increased up to 92 °C at 1:00 pm, the inlet heat exchanger oil temperature was 37 °C at 6:00 am and increased up to 103 °C at 1:00 pm, while the PCM temperature and the glass cover temperature in the range of 28–88 °C and 27–51 °C, respectively. On the other hand, for the conventional solar still the basin water temperature was 27 °C at 6:00 am and increased up to 79 °C at 1:00 pm, while the glass cover temperature in the range of 27–49 °C. Also, Fig. 4 shows that, for the developed solar still the basin water temperature was 30 °C Table 3 Error analysis for various experimental devices. Device Accuracy Range Error EZ-view flowmeter Solarimeter Vane anemometer Thermocouples Calibrated flask ±0.05 L/min ±1 W/m2 ±0.1 m/s ±1 °C ±5 ml 2–15 L/min 0–5000 W/m2 0.4–30 m/s 200: 1250 °C 0–2000 ml 0.83% 0.15% 3.5% 1.52% 0.77% Fig. 4. Hourly solar radiation intensity and temperature variations for the developed solar still and conventional solar still, 30-7-2015. at 6:00 am and increased up to 94 °C at 1:00 pm, the inlet heat exchanger oil temperature was 37 °C at 6:00 am and increased up to 105 °C at 1:00 pm, while the PCM temperature and the glass cover temperature in the range of 28–90 °C and 27–52 °C, respectively. On the other hand, for the conventional solar still the basin water temperature was 27 °C at 6:00 am and increased up to 80 °C at 1:00 pm, while the glass cover temperature in the range of 27–50 °C. The previous results indicate that, the temperatures of measured points are gradually increased until they reach their maximum values in the midday and decrease after that gradually. The basin water temperature of the developed solar still is higher than that of the conventional solar still by about 3–24 °C, this is mainly due to, the high temperature of oil inlet to the heat exchanger, as well as, due to the PCM. In addition to, the high solar radiation intensity absorbed in the both copper absorber plate and copper serpentine loop for the developed solar still with (oil heat exchanger, PCM). The hourly freshwater productivity for both developed solar still and conventional solar still during the period from 6:00 am to 10:00 pm are shown in Figs. 5 and 6. This figure shows that the hourly freshwater productivity for the developed solar still is 76 A.E. Kabeel, M. Abdelgaied / Solar Energy 144 (2017) 71–78 still is higher than that for conventional solar still, due to impacts of both the high temperature of oil inlet to the heat exchanger and PCM on evaporation rate. This mainly because, the evaporation rate increases with increase the basin water temperature, the increase in the basin water temperature due to the high temperature of oil inlet to the heat exchanger. Also; the PCM represents a source of heat after the sunset and during the night. The results show that the high temperature of oil inlet to the heat exchanger and PCM increase the freshwater productivity for the developed solar still with (oil heat exchanger, PCM). Figs. 7 and 8 show the accumulated freshwater productivity for the developed solar still and conventional solar still. This figure shows that, the accumulated freshwater productivity for developed solar still is higher than that of conventional solar still along the day. As shown in Fig. 7 the accumulated freshwater Fig. 5. Variation of hourly freshwater productivity for developed solar still and conventional solar still, 24-6-2015. Fig. 7. The accumulated freshwater productivity for developed solar still and conventional solar still, 24-6-2015. Fig. 6. Variation of hourly freshwater productivity for developed solar still and conventional solar still, 30-7-2015. higher than that of the conventional solar still, where the high temperature of basin water increase the evaporation rate in the developed solar still. The increase in the basin water temperature due to the high temperature of oil inlet to the heat exchanger of developed solar still, as well as, due to the PCM. The PCM vessel represents a source of heat during the periods of low solar radiation intensity and during the night. Also, Fig. 5 shows the freshwater productivities of the two stills were around 0.0 at 6:00 am, while freshwater productivities recorded 1.24 L/m2 hour and 0.8 L/m2 hour at 1:00 pm for developed solar still and conventional solar still, respectively on the date 24-6-2015. Fig. 6 shows the freshwater productivities of the two stills were around 0.0 at 6:00 am, while freshwater productivities recorded 1.26 L/m2 hour and 0.81 L/m2 hour at 1:00 pm for developed solar still and conventional solar still, respectively on the date 30-7-2015. The results show that, the hourly freshwater productivity of developed solar Fig. 8. The accumulated freshwater productivity for developed solar still and conventional solar still, 30-7-2015. 77 A.E. Kabeel, M. Abdelgaied / Solar Energy 144 (2017) 71–78 Table 4 Daily productivity, productivity rise and daily efficiency for some testing days. Daily productivity (L/m2) Date 24/06/2015 29/06/2015 06/07/2015 10/07/2015 29/07/2015 30/07/2015 10/08/2015 Conventional solar still Developed solar still 4.41 4.44 4.45 4.46 4.48 4.48 4.47 10.6 10.66 10.72 10.73 10.77 10.77 10.75 productivities up to almost 10.6 L/m2 day and 4.41 L/m2 day for developed solar still and conventional solar still, respectively. The increase in accumulated freshwater productivity for developed solar still was 140.36% higher than that for conventional solar still. Also, Fig. 8 shows that, the accumulated freshwater productivities up to almost 10.77 L/m2 day and 4.48 L/m2 day for developed solar still and conventional solar still, respectively. The recorded rate of increase was about 140.4% higher than that of conventional solar still. This increase is due to the high temperature of oil inlet to the heat exchanger and the PCM, where their use increases the evaporation rate in the developed solar still with (oil heat exchanger, PCM). Table 4 shows the accumulated freshwater productivity, productivity rise and daily efficiency for the developed solar still and conventional solar still. As shown in Table 4 the average value of the accumulated productivity reaches 10.77 L/m2 day and 4.48 L/m2 day for developed solar still and conventional solar still, respectively. The percentage increases in freshwater productivity for the developed solar still than the conventional solar still was in the range 140.1–140.9%. The daily efficiency for the conventional solar still is higher than that of developed solar still. The average daily efficiency reaches 25.73% and 46% for developed solar still and conventional solar still, respectively. The percentage decreases in the daily efficiency for using developed solar still about 44% compared to the conventional solar still. Daily productivity rise % Daily efficiency % Conventional solar still Developed solar still 140.36 140.1 140.9 140.6 140.4 140.4 140.5 45.6 45.9 46 46.1 46.3 46.3 46.2 25.46 25.6 25.75 25.77 25.87 25.87 25.82 Table 5 Details of cost analysis for two solar stills. Life, n Interest per year i, % Capital cost P, LE Salvage value S, LE Capital recovery factor CRF Sinking fund factor, SFF Fixed annual cost FAC, LE Annual salvage value ASV, LE Annual operating and maintenance cost, LE Total annual cost TAC, LE Annual freshwater productivity, L Annual cost per one liter of distilled water productivity, AC/L AOMC ¼ 30% FAC Conventional solar still Developed solar still 10 12 750 150 0.177 0.057 132.75 8.55 39.82 144.15 1190 0.1378LE/L (0.0177 $/L) 10 12 2050 410 0.177 0.057 362.85 23.37 108.85 393.91 3298 0.1359 LE/L (0.0174 $/L) ð7Þ The annual operating and maintenance cost (AOMC) is taken 30% of (FAC) ASV ¼ S SFF ð8Þ Here the salvage value (S) of the system is taken as 20% of the capital cost (P) of the system. The sinking fund factor (SFF) can be expressed as: i n ði þ 1Þ 1 ð9Þ 7. Economic analysis SFF ¼ Economic analysis of a two solar stills are presented in this section. The minimum average daily productivity can be estimated 9.7 L/m2 day and 3.5 L/m2 day for developed solar still and conventional solar still, respectively. Assume solar still operate 340 days in the year, where the sun rise along the year in Egypt. Economic analysis is carried out to estimate the annual cost per liter of distilled water (AC/L) in the present system using Eq. (3). Table 5 give the details of cost analysis, which shows that the estimated cost of one liter of freshwater productivity reaches approximately 0.1359 LE (0.0174 $) and 0.1378 LE (0.0177 $) for developed solar still and conventional solar still, respectively. TAC=L ¼ TAC M ð3Þ Total annual cost (TAC) is calculated by using the fixed annual cost (FAC), annual operating and maintenance cost (AOMC) and annual salvage value (ASV) as follows by Fath et al. (2003): TAC ¼ FAC þ AOMC ASV ð4Þ FAC ¼ P ðCRFÞ ð5Þ where (P) is the capital cost. The capital recovery factor (CRF) expressed as, n CRF ¼ i ð1 þ iÞ n ð1 þ iÞ 1 ð6Þ The interest per year (i) and the number of life years of the system (n) are assumed as 12% and life time 10 years. 8. Conclusions A developed solar still with (oil heat exchanger, Phase Change Material (PCM)) - integrated with a cylindrical parabolic concentrator with focal pipe was designed, fabricated and constructed to improve the still freshwater productivity. In the developed solar still, the cylindrical parabolic concentrator with focal pipe and oil heat exchanger represent the external heat source to increase the temperatures of the basin water and PCM. The PCM used as a heat storage medium. A comparison between developed solar still and convenstional solar still are carried out to evaluate the development in the freshwater productivity under the same ambient conditions of the Tanta city (Egypt). The exprimental results showed that the accumulated freshwater productivity for developed solar still is higher than that of convenstional solar still. The daily productivity reached approximately 10.77 L/m2 for the developed solar still while its value was 4.48 L/m2 for the convenstional solar still. The percentage increases in freshwater productivity for the developed solar still than the conventional solar still was in the 78 A.E. Kabeel, M. Abdelgaied / Solar Energy 144 (2017) 71–78 range 140.1–140.9%during the period from June to August 2015 (Egypt). The average daily efficiency reaches 25.73% and 46% for developed solar still and convenstional solar still, respectively. The percentage decreases in the daily efficiency for using developed solar still about 44% compared to the convenstional solar still. In the present work the estimated cost of one liter of distillate water productivity reaches approximately 0.1359 LE (0.0174 $) and 0.1378 LE (0.0177 $) for developed solar still and convenstional solar still, respectively. References Abdel-Rehim, Zeinab S., Lasheen, Ashraf, 2005. Improving the performance of solar desalination systems. Renewable Energy 30 (13), 1955–1971. Abdel-Rehim, Zeinab S., Lasheen, Ashraf, 2007. Experimental and theoretical study of a solar desalination system located in Cairo, Egypt. Desalination 217, 52–64. Abu-Hijileh Bassam, A.K., Rababa’h Himzeh, M., 2003. Experimental study of a solar still with sponge cubes in basin. Energy Convers. Manage. 44, 1411–1418. Arunkumar, T., Denkenberger, D., Ahsan, Amimul, Jayaprakash, R., 2013. The augmentation of distillate yield by using concentrator coupled solar still with phase change material. Desalination 314, 189–192. Barford, N.C., 1990. Experimental Measurements: Precision Error and Truth. John Wiley & Sons, New York. Dashtban, Mohammad, Tabrizi, Farshad Farshchi, 2011. Thermal analysis of a weirtype cascade solar still integrated with PCM storage. Desalination 279, 415– 422. Dev, R., Tiwari, G.N., 2012. Annual performance of evacuated tubular collector integrated single slope solar still. Desalin. Water Treatment 41 (1–3), 204–223. El-Dessouky, H.T., Ettouney, H.M., 2002. Fundamentals of Salt Water Desalination. Elsevier Science BV. El-Sebaii, A.A., Al-Ghamdi, A.A., Al-Hazmi, F.S., Faidah, A.S., 2009. Thermal performance of a single basin solar still with PCM as a storage medium. Appl. Energy 86, 1187–1195. Fath, H.E.S., El-Samanoudy, M., Fahmy, K., Hassabou, A., 2003. Thermal - economic analysis and comparison between pyramid - shaped and single-slope solar still configurations. Desalination 159, 69–79. Feilizadeh, M., KarimiEstahbanati, M.R., Jafarpur, K., Roostaazad, R., Feilizadeh, M., Taghvaei, H., 2015. Year-round outdoor experiments on a multi-stage active solar still with different numbers of solar collectors. Appl. Energy 152, 39–46. Haji-Sheikh, A., Eftekhar, J., Lou, D.Y.S., 1982. Some Thermo Physical Properties of Paraffin Wax as a Thermal Storage Medium. American Institute of Aeronautics and Astronautics. Jahangiri Mamouri, S., Gholami Derami, H., Ghiasi, M., Shafii, M.B., Shiee, Z., 2014. Experimental investigation of the effect of using thermosyphon heat pipes and vacuum glass on the performance of solar still. Energy 75, 501–507. Kabeel, A.E., Abdelgaied, Mohamed, 2016. Improving the performance of solar still by using PCM as a thermal storage medium under Egyptian conditions. Desalination 383, 22–28. Kabeel, A.E., Abdelgaied, Mohamed, Mahgoub, M., 2016. The performance of a modified solar still using hot air injection and PCM. Desalination 379, 102–107. Kargar Sharif Abad, H., Ghiasi, M., Jahangiri Mamouri, S., Shafii, M.B., 2013. A novel integrated solar desalination system with a pulsating heat pipe. Desalination 31 (1), 206–210. Khalifa, Abdul Jabbar N., Ahmad Hamood, M., 2009. On the verification of the effect of water depth on the performance of basin type solar stills. Sol. Energy 83, 1312–1321. Kumar, Shiv, Dubey, Aseem, Tiwari, G.N., 2014. A solar still augmented with an evacuated tube collector in forced mode. Desalination 347, 15–24. Lawrence, S.A., Tiwari, G.N., 1990. Theoretical evaluation of solar distillation under natural circulation with heat exchanger. Energy Convers. Manage. 30 (3), 205– 213. Nafey, A.S., Abdelkader, M., Abdelmotalip, A., Mabrouk, A.A., 2001. Solar still productivity enhancement. Energy Convers. Manage. 42 (11), 1401–1408. Naim, Mona M., El Kawi, Mervat A. Abd, 2003. Non-conventional solar stills Part 1. Non-conventional solar stills with charcoal particles as absorber medium. Desalination 153 (1–3), 55–64. Phadatare, M.K., Verma, S.K., 2007. Influence of water depth on internal heat and mass transfer in a plastic solar still. Desalination 217, 267–275. Radhawan, A.M., 2004. Transient performance of a stepped solar still with built-in latent heat thermal energy storage. Desalination 171, 61–76. Rajamanickam, M.R., Ragupathy, A., 2012. Influence of water depth on internal heat and mass transfer in a double slope solar still. Energy Proc. 14, 1701–1708. Sanjay, Kumar, Sinha, S., 1996. Transient model and comparative study of concentrator coupled regenerative solar still in forced circulation mode. Energy Convers. Manage. 37 (5), 629–636. Singh, Gajendra, Kumar, Shiv, Tiwari, G.N., 2001. Design, fabrication and performance evaluation of a hybrid photovoltaic thermal (PVT) double slope active solar still. Desalination 277, 399–406. Singh, Gajendra, Dwivedi, V.K., Yadav, J.K., Tiwari, G.N., 2012. Experimental validation of thermal model of hybrid photovoltaic thermal (HPVT) double slope active solar still. Desalin. Water Treatment 45 (1–3), 182–190. Singh, Ragh Vendra, Kumar, Shiv, Hasan, M.M., Emran, Khan M., Tiwari, G.N., 2013. Performance of a solar still integrated with evacuated tube collector in natural mode. Desalination 318, 25–33. Singh, D.B., Yadav, J.K., Dwivedi, V.K., Kumar, S., Tiwari, G.N., Al-Helal, I.M., 2016. Experimental studies of active solar still integrated with two hybrid PVT collectors. Sol. Energy 130, 207–223. Tiris, C., Tiris, M., Erdalli, Y., Sohmen, M., 1998. Experimental studies on a solar still coupled with a flat plate collector and a single basin still. Energy Convers. Manage. 39 (8), 853–856. Tiwari, Anil Kr., Tiwari, G.N., 2006. Effect of water depths on heat and mass transfer in a passive solar still: in summer climatic condition. Desalination 195 (1–3), 78–94. Tiwari, Anil Kr., Tiwari, G.N., 2007. Thermal modeling based on solar fraction and experimental study of the annual and seasonal performance of a single slope passive solar still: the effect of water depths. Desalination 207 (1–3), 184–204. Tiwari, G.N., Dimri, Vimal, Chel, Arvind, 2009. Parametric study of an active and passive solar distillation system: energy and exergy analysis. Desalination 242, 1–18. Tiwari, G.N., Yadav, J.K., Singh, D.B., Al-Helal, I.M., Abdel-Ghany, Ahmed Mahmod, 2015. Exergoeconomic and enviroeconomic analyses of partially covered photovoltaic flat plate collector active solar distillation system. Desalination 367, 186–196. Rajesh, Tripathi, Tiwari, G.N., 2005. Effect of water depth on internal heat and mass transfer for active solar distillation. Desalination 173, 187–200. Velmurugan, V., Gopalakrishnan, M., Raghu, R., Srithar, K., 2008a. Single basin solar still with fin for enhancing productivity. Energy Convers. Manage. 49, 2602– 2608. Velmurugan, V., Deenadayalan, C.K., Vinod, H., Srithar, K., 2008b. Desalination of effluent using fin type solar still. Energy 33, 1719–1727. Velmurugan, V., Naveen Kumar, K.J., NoorulHaq, T., Srithar, K., 2009. Performance analysis in stepped solar still for effluent desalination. Energy 34, 1179–1186. Yadav, Y.P., 1991. Analytical performance of a solar still integrated with a flat plate solar collector: thermosiphon mode. Energy Convers. Manage. 31 (3), 255–263.