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SOLAR DESALINATION

SOLAR DESALINATION. WATER DESALINATION TECHNOLOGY. Nature is carrying out the process of water desalination since ages. Oceanic water due to solar heating converts into vapours and pours down as precipitation on earth in the form of fresh water.

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SOLAR DESALINATION

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  1. SOLAR DESALINATION

  2. WATER DESALINATION TECHNOLOGY • Nature is carrying out the process of water desalination since ages. • Oceanic water due to solar heating converts into vapours and pours down as precipitation on earth in the form of fresh water. • Water is the most needed substance on the earth for sustenance of life. • Due to rapid expansion of population, accelerated industrial growth and enhanced agricultural production, there is ever increasing demand for fresh water. • Demand of fresh water (potable water) has increased from 15-20 litres/person/day to 75-100 litres/person/day, • The ocean covers 71 recent of the earth's surface-140 million square miles with a volume of 330 million cubic miles and has an average salt content of 35,000 ppm. • Brackish/saline water is strictly defined as the water with less dissolved salts than sea water but more than 500 ppm.

  3. SOLAR DESALINATION TECHNIQUES

  4. WATER DESALINATION TECHNOLOGY • Potable water (fresh water) suitable for human consumption should not contain dissolved salts more than 500 ppm. • For agricultural purposes, water containing salt content of 1000 ppm is considered as the upper limit. • Potable water is required for domestic, agriculture and industries. • Some applications in industries like cooling purposes, sea water is feasible despite the corrosion problems while other industries use higher quality water than is acceptable for drinking water. Modern steam power generation plant need water with less than 10 ppm. • Potable/fresh water is available from rivers, lakes, ponds, wells, etc. • Underground saline/brackish water contains dissolved salts of about 2,000-2,500 ppm.

  5. METHODS OF CONVERTING BRACKISH WATER INTO POTABLE WATER • DESALINATION: The saline water is evaporated using thermal energy and the resulting steam is collected and condensed as final product. • VAPOR COMPRESSION: Here water vapour from boiling water is compressed adiabatically and vapour gets superheated. The superheated vapor is first cooled to saturation temperature and then condensed at constant pressure. This process is derived by mechanical energy. • REVERSE OSMOSIS: Here saline water is pushed at high pressure through special membranes allowing water molecules pass selectively and not the dissolved salts. • ELECTRODIALYSIS: Here a pair of special membranes, perpendicular to which there is an electric field are used and water is passed through them. Water does not pass through the membranes while dissolved salts pass selectively. In distillation; thermal energy is used while in vapour compression, reverse osmosis, electrodialysis, etc. some mechanical and electrical energy is used.

  6. Solar Distillation Passive Distillation Active Distillation Conventional Solar Still Multi-effect Solar Still New Design Solar Still Inclined Solar Still High Temp Distillation Nocturnal Distillation With Reflector With Condenser Auxiliary heating distillation Distillation with collector panel Spherical Life raft Tubular Regeneration Classification of Solar Distillation Systems

  7. Multieffect Solar Still Diffusion Still Chimney Type Still Multi effect Basin Still Heated Head Solar Still Double Basin Solar Still Multiple Basin Solar Still Inclined Solar Still Wick Solar Still Basin Solar Still Single Wick Solar Still Multiple Wick Solar Still Tilted Tray / stepped Solar Still Multiple effect tilted tray Solar Still METHODS OF PURIFICATION OF WATER

  8. Types of Solar Still • Single Effect Basin Solar Still • Tilted Tray Solar Still • Multibasin Stepped Solar Still • Regeneration Inclined Step Solar Still • Wick Type Solar Still • Multiple Effect Diffusion Solar Still • Chimney Type Solar Still • Multi-Tray Multiple Effect Solar Still • Double Basin Solar Still • Humidification Dumidification Distiller • Multistage Flash Distiller • Solar – Assisted wiped film Multistage Flash Distiller

  9. MAIN TECHNIQUES FOR DISTILLATION a) Flash Distillation b) Vapor Compression Process. c) Electrodialysis d) Reverse Osmosis. e) Solar Distillation. GUIDELINES 1. Quantity of Fresh Water Required and its End Use. 2. Available Water Sources, such as Sea, Ponds, Wells, Swamps etc. 3. Proximity to nearest Fresh Water Sources. 4. Availability of Electric Power at the Site or Closeby. 5. Cost of Supplying Fresh Water by Various Methods. 6. Cost and Availability of Labor in the Region. 7. Maintenance and Daily Operational Requirements. 8. Life Span of the Water Supply System. 9. Economic Value of the Region.

  10. Schematic of basin-type solar still

  11. COMPONENTS OF SINGLE EFFECT SOLAR STILL • Basin • Black Liner • Transparent Cover • Condensate Channel • Sealant • Insulation • Supply and Delivery System

  12. MATERIALS FOR SOLAR STILLS • GLAZING: Should have high transmittance for solar radiation, opaque to thermal radiation, resistance to abrasion, longlife, low cost, high wettability for water, lightweight, easy to handle and apply, and universal availability. Materials used are: glass or treated plastic. • LINER: Should absorb more solar radiation, should be durable, should be water tight, easily cleanable, low cost, and should be able to withstand temperature around 100 Deg C. Materials used are: asphalt matt, black butyl rubber, black polyethylene etc. • SEALANT: Should remain resilient at very low temperatures, low cost, durable and easily applicable. Materials used are: putty, tars, tapes silicon, sealant. • BASIN TRAY: Should have longlife, high resistance to corrosion and low cost. Materials used are: wood, galvanized iron, steel, aluminium, asbestos cement, masonary bricks, concrete, etc. • CONDENSATE CHANNEL: Materials used are: aluminium, galvanized iron, concrete, plastic material, etc.

  13. BASIC REQUIREMENTS OF A GOOD SOLAR STILL • Be easily assembled in the field,' • Be constructed with locally available materials, • Be light weight for ease of handling and transportation, • Have an effective life of 10 to 20 Yrs. • No requirement of any external power sources, • Can also serve as a rainfall catchment surface, • Is able to withstand prevailing winds, • Materials used should not contaminate the distillate, • Meet standard civil and structural engineering standards, and, • Should be low in cost.

  14. Cross section of some typical basin type solar still. (a) Solar still with double sloped symmetrical with continuous basin, (b) Solar still with double sloped symmetrical with basin divided into two bays, (c) Solar still with single slope and continuous basin, (d) Solar still with unsymmetrical double sloped and divided basin, (e) U-trough type solar still, (f) Solar still with plastic inflated cover, (g) Solar still with stretched plastic film with divided basin.

  15. Schematic of shallow basin type solar still

  16. SOLAR STILL OUTPUT DEPENDS ON MANY PARAMETERS • Climatic Parameters • Solar Radiation • Ambient Temperature • Wind Speed • Outside Humidity • Sky Conditions • Design Parameters • Single slope or double slope • Glazing material • Water depth in Basin • Bottom insulation • Orientation of still • Inclination of glazing • Spacing between water and glazing • Type of solar still

  17. SOLAR STILL OUTPUT DEPENDS ON MANY PARAMETERS Contd… • Operational parameters • Water Depth • Preheating of Water • Colouring of Water • Salinity of Water • Rate of Algae Growth • Input Water supply arrangement (continuously or in batches)

  18. Single slope experimental solar still

  19. Double sloped experimental solar still

  20. EXPERIMENTS ON SOLAR STILLS (CLIMATIC PARAMETERS) • The effect of climatic parameters on the still output was seen by using two small, single sloped solar stills, each with basin area equal to 0.58 sq.m, • These two solar stills have identical design features except one with sawdust insulation (2.5 cm) in the bottom and second without any insulation. Hourly output and climatic parameters were determined for one complete year. • The insulated still gave 8 percent higher output compared to uninsulated solar still. • The maximum output was 5.271 litres/Sq.m. day. • The still output increased from 1.76 liters/m2 day at 16.74 MJ/m2 day to 5.11 litres/m2 day at 27.08 MJ/m2 day. • An increase in still output was observed with increase in ambient temperature. The increase in output is about 0.87 litres/m2 day for each 10°C rise in ambient temperature.

  21. Variation of solar still output and solar insolation for different weeks of the year

  22. Relationship between still output and daily solar insolation

  23. EFFECT OF DESIGN PARAMETERS • The effect of design variables was studied on four double sloped permanent type solar stills with dimensions of 245 x 125 x 15 cm i.e. with a basin area of 3.0 m2. • Still No. 1 does not contain any bottom insulation while still nos. 2,3 and 4 each contained 2.5 cm thick sawdust insulation. • The glass angles for stills 1,2,3 and 4 are 20,30,30 and 40 degrees from horizontal respectively. • Each of the still was filled daily with about 5 cm of water in the morning and hourly values of distillate was collected and measured. • Still No.2 with base insulation has given a higher output. The average increase is 7 percent. • By comparing stills 2-4, the still with lowest glass angle gave highest output. • By comparing outputs of stills l and 3, it was observed that still 1 with 20 degree glass inclination and without base insulation, performs better than still 3 with 30 degree glass inclination and with base insulation. • Both the channels of each of the still collect almost equal amount of distillate.

  24. EFFECT OF OPERATIONAL PARAMETERS 1. The effect of operational parameters was studied on five single sloped solar stills each with a basin area of 0.58 Sq.m. All are of identical construction except still 5 had 5 cm thick sawdust insulation. 2. The effect of water depth was studied by filing stills with 2.0, 4.0,6.0,8.0 cm water for uninsulated stills and 4.0 cm for insulated still. 3. Higher distillate output was observed with lower water depth. 4. The insulated still gave higher output. 5. The effect of dye on water output was also studied. The output got increased by colouring the water. 6. The effect of use of waste heat for heating the saline water in still was also studied. One still was filled with water at 30°C and the other with water at 45°C. Higher output was observed in a still using water at higher temperature.

  25. Different empirical correlations for daily yield from a solar still Where I = Solar Intensity W/m2; t= time, s; mw = Daily Distillate Output, kg/m2; T = Temperature, C; W = Humidity Ratio; V = Wind Speed (m/s)

  26. PROBLEMS ENCOUNTERED WITH PLASTIC COVERS • Fragility and short service life of plastic sheets. • Leakage of water vapor and the condensate. • Over-heating, and hence melting, of the plastic bottom of the still due to the development of dry spots in course of time. In the extreme case the black polyethylene sheets used as the basin liner may get heated beyond its melting point. • The plastic cover surface does not get wetted and this leads to reduced transmission of incoming solar energy and also to dripping of distilled water back into the brine liquid. • Susceptibility to damage by wind and other elements of nature. • Occasional unforeseen mixing of brine and distilled water in some of the designs.

  27. Energy transfer in a single effect basin solar still

  28. Major heat fluxes for a solar still

  29. PERFORMANCEPREDICTION OF BASIN-TYPE SOLAR STILL The performance of solar still can be predicted by writingenergybalance equations on various components of the still.A steady state analysis of solar still is described here. Referring to the figure the instantaneousheatbalanceequation on basin water can be written as : (1) Where I is the solar radiation on horizontal surface; w is absorptivity of water and basin liner,  is transmittance of glass cover; qe, qr, qc are the evaporative, radiative and convective heat losses from water to the transparent cover respectively; qb is the conductive heat loss from water basin; Cw is heat capacity of water and basin; Tw is water temperature; and t is the time.Similarly the instantaneous heat balance equation on glass cover will be :

  30. ….(2) Where qga (=qca + qm) is the heatlossfromcoverto atmosphere, Cg is the heat capacity of glass cover, Tg is glass temperature, g is the absorptivity of glass cover, qca is the heat loss by convection from cover to atmosphere, and qra is heat loss by radiation from cover to atmosphere. Now the heatbalanceequation on the still is : ….(3) The parameters like (1 - g - ) I and (I-w)  I are not included in equations since these do not add to evaporation or condensation of water.

  31. The heattransfer by radiation qrfrom water surface to glass covercan be calculated from the equation ……(4) Where F is the shape factor which depends on the geometry and the emissivities of water and glass cover, and  is the Stefan Boltzmann constant.For the basin type solar still and for low tilt angles of glass cover, the basin and glass cover can be assumed as two parallel infinite plates.The shape factor can be assumed to be equal to the emissivity of the water surface which is 0.9.Hence Eq. 4 will be: ……(5)

  32. The convective heatlossfrom hot water surface in the still to the glass covercan be calculated from the following expression : …(6) Where hc is the convective heattransfer coefficient, the value of which depends on many parameters like temperature of water and glass, density, conductivity, specific heat, viscosity, expansion coefficient of fluid, and spacing between water surface and glass cover.Dunkle suggested an empirical relation for the convective heat transfer coefficient as given below : …(7)

  33. Where Pw and Pg are the saturation partial pressures of water vapour (N/m2) at water temperature and glass temperature respectively. The evaporative heatloss qefrom water to the glass covercan be calculated by knowing the masstransfer coefficient and convective heat transfer coefficient.The empirical expression for qe as give by Dunkle is given as : ….(8) Heatloss through the ground and periphery qb is difficult tocompute since the soiltemperature is unknown.Moreover, the heat conducted in the soil during daytime comes back in the basin during night time.However, it can be computed from the following simple relation : ….(9) Where Ub is the overallheattransfer coefficient from bottom.

  34. The convective heatloss qcafrom glass coverto ambient air can be calculated from the following expression : …(10) Where hca is the forced convection heattransfer coefficient and is given by : …(11) Where V is the wind speed in m/s. The radiative heatloss qrafrom glass to sky can be determined provided the radiant sky temperature Ts is known, which very much depends on atmospheric conditions such as the presence of clouds etc.

  35. Generally for practical purposes the average sky temperature Ts can be assumed to be about 12 K below ambient temperature, i.e. Tg = Ta - 12. Thus radiative heat loss qra from glass cover to the atmosphere is given as: …. (12) Where g is the emissivity of glass cover. The exactsolution of the above simultaneous equations is not possible and hence iterative technique is employed to find the solution.The digital simulation techniques for solving the above equations for a particular set of condition can also be adopted.Even charts are given by Morse and Read and Howe which can be used for performance prediction of solar stills for a particular set of conditions.

  36. Main Problems of Solar Still • Low distillate output per unit area • Leakage of vapour through joints • High maintenance • Productivity decreases with time for a variety of reasons • Cost per unit output is very high

  37. CONCLUSIONS ON BASIN- TYPE SOLAR STILL • The solar still output (distillate) is a strong function of solar radiation on a horizontal surface. The distillate output increases linearly with the solar insolation for a given ambient temperature. If the ambient temperature increases or the wind velocity decreases, the heat loss from solar still decreases resulting in higher distillation rate. It is observed for each 10C rise in ambient temperature the output increases by 10 percent. • The depth of water in the basin also effects the performance considerably. At lower basin depths, the thermal capacity will be lower and hence the increase in water temperature will be large resulting in higher output. However, it all depends on the insulation of the still. If there is no lnsulatlon, increase in water temperature will also increase the bottom heat loss. It has been observed that if the water depth increases from 1.2 cm to 30 cm the output of still decreases by 30 percent.

  38. CONCLUSIONS ON BASIN- TYPE SOLAR STILL (contd.) • Number of transparent covers in a solar still do not increase the output since it increases the temperature of the inner cover resulting in lower condensation of water vapour. • Lower cover slope increases the output. From practical considerations a minimum cover slope of 10 deg. is suggested. • The maximum possible efficiency of a single basin solar still is about 60 percent. • For higher receipt of solar radiation and therefore the higher yield the long axis of the solar still should be placed in the East-West direction if the still is installed at a high latitude station. At low latitude stations the orientation has no effect on solar radiation receipt.

  39. ADDITIONAL CONCLUSIONS DRAWN FROM EXPERIMENTAL STUDIES ON SOLAR STILLS • The main problem in a solar still Is the salt deposition of calcium carbonate and calcium sulphate on the basin liner which are white and insoluble and reflect solar radiation from basin water and basin liner and thereby lowering the still output. It is difficult to stop the salt deposition. • The physical methods suggested to prevent the salt deposition are Frequent flushing of the stills with complete drainage & Refilling or continuous agitation of the still water by circulating it with a small pump. • Once the salt gets deposited then the only way is completely draining the still and then scrubbing the sides and basin liner and then refilling the still. • Another serious observation made in Australia is the crystalline salt growth which takes place on the sides of the basin and into the distillate trough effecting the purity of distilled water. • Some success in preventing the crystalline salt growth is achieved in Australia by pre-treating the feed water with a complex phosphate compound which reduces the rate of nucleation of salt crystals.

  40. ADDITIONAL CONCLUSIONS DRAWN FROM EXPERIMENTAL STUDIES ON SOLAR STILLS • Saline water in the still can be supplied either continuously or in batches. • In Australia continuous supply of saline water in the solar still is preferred at a rate of about 1.70 I/sq.m hr which Is twice the maximum distillate rate. • This helps in reducing the salt deposition from the salt solution. • From thermal efficiency point of view, batch filling i.e. filling of saline water when the basin water is coolest (early morning) is the best but it involves greater labour costs and special plumbing arrangements. • Algae growth within the solar still also effects the performance to a little extent but its growth must be checked since its growth is unsightly and may finally block the basin and contaminate the distillation troughs. • The algae growth can be checked by adding copper sulphate and chlorine compounds in the saline water in the still.

  41. Thank You

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