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S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications
                           (IJERA) ISSN: 2248-9622 www.ijera.com
                         Vol. 2, Issue4, July-August 2012, pp.2014-2018
            Water Purification System For Remote Areas Using
                               Photovoltaics
                                    S.S.Phuse a           R.S.Shelkeb
                           a*
                             Student, IV Semester M.Tech (Heat Power Engineering)
                          b
                            Assistant Professor, Mechanical Engineering Department,
                          G. H. Raisoni College of Engineering, Nagpur-440016, India


Abstract
          Water purification is the process of            Accomplish this objective impurities such as
removing undesirable chemicals ,biological                sediments must be removed and bacteria must be
contaminants ,suspended solids and gases from             killed along with other microorganisms. Additionally
contaminated water .Propose water purification            the water must be stored in safe containers so that
system for remote areas focus on providing a              any recontamination from bacterial growth must be
pure drinking water at low cost with high                 restricted. From the literature it is found that an
reliability to the rural families. It involves the        average person must consume 4 liters of water to
research, design and manufacture of water                 survive.
purification system using renewable energy . It                     Also according to UN World Water
consist of a combination of solar pasteurization,         Development Report in 2009, it has been estimated
reverse osmosis (RO) and ultraviolet (UV) lamp            that two billion people are affected by water
sterilizer system with power supplied by                  shortages in over forty countries, and 1.1 billion do
photovoltaic (PV) modules. It is an effective             not have sufficient drinking water. There is a great
method to deactivate         bacteria ,viruses and        and urgent need to supply environmentally sound
protozoan in contaminated water .This method              technology for the provision of drinking water for
can be made portable ,cost effective ,user                rural areas.
compliant and energy efficient enough to meet the
drinking water needs .Experimentation is carried          The objectives of this work are :-
out for testing six different water samples. Water         a) To provide water purification system working on
samples selected are tap water, well water, river         renewable energy and reduce the use of fossil energy.
water, lake water, muddy water and colour water.           b) To provide pure drinking water at low cost to the
All the water samples are analyzed and tested in a        rural areas.
laboratory for different parameters and found             c) To make the system energy efficient.
within the standard range .This paper will be             d) To make the system portable and user friendly.
helpful for those who are working in the area of
                                                          2.EXPERIMENTAL                      SET-UP               &
water purification system and their use in remote
areas.                                                       PROCEDURE
                                                          2.1 Experimental Set-up
Keywords: Reverse osmosis system, photovoltaic,               Fig. 2.1 shows the schematic of experimental set
solar pasteurization.                                     up.The experimental set-up consist of a solar
                                                          photovoltaic panel of 20 watt for 12 volt DC mini
1. Introduction                                           solar system. The number of cells in this panel are 36
         Water is the most common liquid on the           and the maximum power output from the panel is 20
earth .Pure drinking water is necessary for human         Watt and 17.3 volts . It consist of three filters i.e. first
survival .The water supply for drinking water is          filter which is pre carbon filter . Pre carbon filter
either ground water or surface water.The water from       absorbs and eliminate any chlorides and organic
each source contains sediments and other solids .Part     chemicals from water. Second filter eliminates
of the treatment process requires removal of              various foreign bodies that come from service water
sediments and other solids .Many different processes      pipes such as bits of rust. The third filter is the
are used to obtain the finished product of clean          reverse osmosis pump membrane filter , once the
drinking water. In remote villages in India, there is     water passes through the RO pump it passes through
lack of developed infrastructure due to poor              this membrane filter.
economic situations. These remote areas do not have
pure     drinking     water,     electrical      power,
communication, sanitation and hence these issues are
important. In small villages in India, water is drawn
from the nearby river or lake for drinking, cooking
and cleaning .It is necessary to provide pure
drinking water at low cost with high reliability. To


                                                                                                  2014 | P a g e
S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications
                           (IJERA) ISSN: 2248-9622 www.ijera.com
                         Vol. 2, Issue4, July-August 2012, pp.2014-2018
                                                         is 14.1 volts . The reverse current leakage is less than
                                                         10 mA.
                                                                   The experimental set up has a Reverse
                                                         osmosis booster pump . The model number is HT-75
                                                         , normal flow rate through this pump is 1.0 lit/min
                                                         and the minimum voltage required for its operation
                                                         is 12 volts DC. The ultraviolet tube which is used for
                                                         this experiment is of 9 watt capacity . Sheet metal
                                                         tanks are installed in the experimental set up of 27
                                                         litres capacity.
                                                         Procedure
                                                         The set up is placed on a flat surface. Photovoltaic
                                                         panel along with the along with the set up can be
                                                         placed separately in the sunlight for battery charging
                                                         purpose. Water and electrical connections are
                                                         checked properly for any leakages .The water to be
                                                         purified should be filled in the top plastic tank .As the
                                                         water starts flowing from the pipe the purging of all
                                                         the three filters are done for avoiding air lock. Impure
                                                         water first passes through the pre carbon filter, this
                                                         filter effectively removes chlorine sediments and
                                                         volatile organic compounds from impure water. Once
                                                         the water comes out from the pre carbon filter it goes
                                                         inside the sediment filter where the hard water gets
                                                         soften into soft water. This sediment filter adsorbs the
                                                         mineral sediments which makes the hard water into
                                                         soft water and does not allow the minerals to get
                                                         deposited inside the reverse osmosis pump. The
                                                         water then passes through the reverse osmosis pump
                                                         where it gets pressurized to 12.5 bar and passes
                                                         through the reverse osmosis semi permeable
                                                         membrane where water soluble organics are removed
                                                         .The water then passes through the ultraviolet lamp
                                                         sterilizer where most of coli form ,viruses and
                                                         protozoa are destroyed .Total load on the system is
                                                         19 watts ,total watt hour rating is 57 watt hours.
                                                         Actual output of PV panel is 19 watt and power used
                                                         at the end is 15.40 watt .Energy produced by one 20
                                                         watt panel in a day is 61.6 watt- hour .Hence the
                                                         number of PV panels required for this experimental
                                                         set can be calculated as the energy produced by one
                                                         20 watt panel in a day divide by total watt hour rating
                                                         and it comes to 1.08 . Therefore one panel is required
Fig. 2.1Block Diagram of experimental set up.            for charging a battery of 12 volts and 12.5 amps for
         The solar charge controller consist of          its operation for 3 hours.
voltage converter . It is used to regulate the power
going from the solar panel into the batteries .The
rated solar input is 4.5 Amps , the regulation voltage         3. RESULTS AND DISCUSSIONS:-




                                                                                               2015 | P a g e
S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications
                             (IJERA) ISSN: 2248-9622 www.ijera.com
                           Vol. 2, Issue4, July-August 2012, pp.2014-2018
Table 3.1 Observations for purification of Six water samples .

S.N.      Parameter            Requirement           Tap    Well      River       Muddy Lake           Color

1.        Coliform Count       Less Than 10          5        8           7       7.5       7          7
2.        Colour               5hazen Unit           <1       <1        <1            <1        <1         <1
3.        Odour                Agreeable             Ok       Ok          Ok          Ok        Ok         Ok
4.        Taste                Agreeable             Ok       Ok          Ok          Ok        Ok         Ok
5.        Turbidity            5 Ntu                 3.2      3       4           4         3.2        5
6.        Ph Value             6.5 To 8.5            8.3      7       7.1         7.2       8.3        7.5
7.        Total Hardness       300                   130      150     210             180   150        230
8.        Iron                 .3 Ppm                0.20     0.30    0.40        0.30      0.20       0.40
9.        Chlorides            250ppm                30       30      60          40        30         60
10.       Resi.Free.Cl         0.2 Ppm               Nil      Nil          NIL        NIL       NIL         NIL
11.       TDS                  500 Ppm               270      290     340         290       240        340
12.       Calcium              75 Ppm                30       45      70          45        30         70
13.       COPPER               0.05 PPM              NIL      NIL         NIL         NIL       NIL          NIL
14.       MANGANESE            0.1PPM                NIL      NIL         NIL         NIL       NIL    Nil
15.       SULPHATE             200 PPM               15       45      110         45        15         110
16.       NITRATE              45 PPM                20       30      35          30        25         35
17.       ZINC                 5 PPM                 NIL      NIL     NIL         NIL       NIL        Nil
18.       ALKALINITY           200 PPM               40       50      160         50        60         160
19.       ALUMINIUM            0.03PPM               NIL      NIL           NIL       NIL        NIL        NIL
20.       BORON                1PPM                  NIL      NIL         NIL         NIL       NIL         NIL

    Table 3.1 shows the different parameters and            performance of pre carbon filters . Copper
required standard values of water for different six         ,manganese ,zinc ,aluminum boron and chlorine are
samples . The testing and analysis of six different         absent in water before and after purification .
samples from different sources are carried out. Above       Calcium ,nitrate is also within limits . Similar types
20 parameter are tested for all six samples in order to     of results were obtained for other five samples. Based
confirm the water as the drinking water.                    on above observation for lake water, the following
   Six water samples selected from different sources        graphs are plotted to observe the performance of the
of water are tap, well ,river ,muddy ,lake and colour       experimental test rig.
water .It is found that for lake water the coli form
count before purification was 10 and after
purification is 7 which gives satisfactory result of
ultraviolet tube operation. Colour, odur and taste of
purified water sample is satisfactory after purification
. Turbidity before was 8 and after purification was
3.2 which shows satisfactory functioning of sediment
filter . Ph value before was 9.6 and after was 7.3
which is well within the range . Total hardness count
before purification is 290 and after purification is 150
which gives desirable result .The total dissolved
solids before purification was 440 and after
purification is 240 which shows satisfactory


                                                                                                  2016 | P a g e
S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications
                            (IJERA) ISSN: 2248-9622 www.ijera.com
                          Vol. 2, Issue4, July-August 2012, pp.2014-2018




                                                                                       ph




     Fig.3.1 Graph of coli form count vs exposure                                 Temperature oC
 time in sec
            Fig. 3.1 shows the variation of coliform
                                                           Fig.3.3 Graph of PH vs ambient temperature
 count with exposure time in seconds .From the graph
                                                                    Fig. 3.3 shows the variation of Ph value
 it is observed that as the exposure time for lake water
                                                           with temperature for lake water .From the graph, it is
 increases as it is exposed to ultraviolet light the
                                                           observed that as the the ambient temperature goes on
 coliform count goes on decreasing which is important
                                                           increasing the Ph value for lake water also increases
 for good water purification.
                                                           which is good for water purification processes.




                                                                                    TDS




              Temperature oC




Fig.3.2 Graph of Total hardness vs ambient                                    Temperature oC
temperature
            Fig. 3.2 shows the variation of total          Fig.3.4 Graph of TDS vs ambient temperature
 hardness count with temperature . From the graph it                Fig. 3.4 shows the variation of total
 is observed that as the the ambient temperature goes      dissolved solids (TDS ) with the temperature .From
 on increasing the total hardness count for lake water     the graph it is observed that as the the ambient
 goes on decreasing which is due to the pretreatment       temperature goes on increasing the total dissolved
 filters used for purification processes.                  solids goes on increasing for lake water which is
                                                           good for colour water purification processes.

                                                           4.CONCLUSION:-
                                                                  Propose test rig is portable, cost effective,
                                                           user compliant and energy efficient enough to meet a
                                                           persons drinking water needs in rural areas. The
                                                           coupling of renewable energy and water purification
                                                           technologies are presented with reference to more


                                                                                               2017 | P a g e
S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications
                           (IJERA) ISSN: 2248-9622 www.ijera.com
                         Vol. 2, Issue4, July-August 2012, pp.2014-2018
comprehensive studies and showed the significance                 methods,using middle frequency inverters” ,
of small-scale battery operated water purification                in proceedings of the 34th international
system     using     ultraviolet   sterilization     and          scientific symposium of the military
photovoltaic’s . The quality of the other components              equipment and technologies research agency
and the control strategy adopted proves to be                     ,vol2 , pp 317-322 , 2003 .
effective. The reverse osmosis (RO) rig itself             [9]    Takeo.S.Saitoh, Hamdy H. El –Ghetany “
promises to be highly efficient, due to the Clark                 Exposure time as a disinfecting index in
pump. The Ultraviolet lamp (UV) sterilization is very             asolar water disinfecting system”        7th
effective for stopping the bacterial growth. UV                   International Energy conference Energex
exposure is an efficacious method to deactivate                   ,vol 21 ,pp 133-154 , 1998.
pathogens such as bacteria, viruses, and protozoan         [10]   Cozy Ban ,Kazunao Sato,Makoto Hirayama
in drinking water. The hardware is not over-                      “Advance water purification system for Sun-
complicated and will be straightforward to use and                Half micron devices” IEEE conference
maintain. The system requires no fuel and is non-                 paper from International symposium of
polluting. The predicted total cost of drinking water             semiconductor manufacturing , vol7,pp 291-
is just Rs.90 per m3,which makes the system very                  292 , 1995.
competitive with other small-scale brackish water
purification systems. This technology is suitable for
systems to obtain pure drinking water for rural areas .

References:
  [1]    James Hart ,Matthew Macdonald, Shaun,
         Montminy John duffy. “ Hybrid purification
         using UV rays and solar photovoltaic’s”
         National solar energy conference of the
         American solar energy society ( Lowell) ,vol
         13,pp 78-89, 2003.
  [2]    Rob Susanto Lee ,Yu zhao,V.Nayar “
         Design of hybrid power system with reverse
         osmosis desalination plant for Maldives”
         Trans. ASME journal of hybrid energy
         systems vol 51,pp 65-78,1993.
  [3]    J.Belhadj,M.Turki,X.Roboam “ Control
         strategy of an autonomous desalination unit
         fed by PV – wind hybrid system without
         battery storage” Journal of electrical system
         ,vol 42 , pp 1-12, 2008.
  [4]    Dilder Ahmed Taufiq “ A case study on
         application of solar pv             on rural
         development in Bangladesh”Journal of rural
         and community development vol 3,pp 93-
         103,2008
  [5]    M.Thomson        “Batteryless    photovoltaic
         reverse osmosis desalination system” Trans.
         International Journal of unconventional
         energy systems , Vol-22 , pp 103-104,
         2001.
  [6]    Marcos.S.Miranda ,David Infield “ A Wind
         – Powered seawater reverse osmosis system
         without batteries” Journal on Elsevier
         Science B.V.,center for renewable energy
         systems technology desalination vol 153,pp
         9-16 , 2002.
  [7]    Jacob Kornev “ Electric Discharge
         Treatment of water containing organic
         substances” roceedings of the seventh Korea
         Russia International Symposium vol , pp
         181 -184,2003.
  [8]    D.Vaju,C.Festila ,G.Vlad “Drinking water
         quality     improvement       by     physical


                                                                                             2018 | P a g e

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  • 1. S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2014-2018 Water Purification System For Remote Areas Using Photovoltaics S.S.Phuse a R.S.Shelkeb a* Student, IV Semester M.Tech (Heat Power Engineering) b Assistant Professor, Mechanical Engineering Department, G. H. Raisoni College of Engineering, Nagpur-440016, India Abstract Water purification is the process of Accomplish this objective impurities such as removing undesirable chemicals ,biological sediments must be removed and bacteria must be contaminants ,suspended solids and gases from killed along with other microorganisms. Additionally contaminated water .Propose water purification the water must be stored in safe containers so that system for remote areas focus on providing a any recontamination from bacterial growth must be pure drinking water at low cost with high restricted. From the literature it is found that an reliability to the rural families. It involves the average person must consume 4 liters of water to research, design and manufacture of water survive. purification system using renewable energy . It Also according to UN World Water consist of a combination of solar pasteurization, Development Report in 2009, it has been estimated reverse osmosis (RO) and ultraviolet (UV) lamp that two billion people are affected by water sterilizer system with power supplied by shortages in over forty countries, and 1.1 billion do photovoltaic (PV) modules. It is an effective not have sufficient drinking water. There is a great method to deactivate bacteria ,viruses and and urgent need to supply environmentally sound protozoan in contaminated water .This method technology for the provision of drinking water for can be made portable ,cost effective ,user rural areas. compliant and energy efficient enough to meet the drinking water needs .Experimentation is carried The objectives of this work are :- out for testing six different water samples. Water a) To provide water purification system working on samples selected are tap water, well water, river renewable energy and reduce the use of fossil energy. water, lake water, muddy water and colour water. b) To provide pure drinking water at low cost to the All the water samples are analyzed and tested in a rural areas. laboratory for different parameters and found c) To make the system energy efficient. within the standard range .This paper will be d) To make the system portable and user friendly. helpful for those who are working in the area of 2.EXPERIMENTAL SET-UP & water purification system and their use in remote areas. PROCEDURE 2.1 Experimental Set-up Keywords: Reverse osmosis system, photovoltaic, Fig. 2.1 shows the schematic of experimental set solar pasteurization. up.The experimental set-up consist of a solar photovoltaic panel of 20 watt for 12 volt DC mini 1. Introduction solar system. The number of cells in this panel are 36 Water is the most common liquid on the and the maximum power output from the panel is 20 earth .Pure drinking water is necessary for human Watt and 17.3 volts . It consist of three filters i.e. first survival .The water supply for drinking water is filter which is pre carbon filter . Pre carbon filter either ground water or surface water.The water from absorbs and eliminate any chlorides and organic each source contains sediments and other solids .Part chemicals from water. Second filter eliminates of the treatment process requires removal of various foreign bodies that come from service water sediments and other solids .Many different processes pipes such as bits of rust. The third filter is the are used to obtain the finished product of clean reverse osmosis pump membrane filter , once the drinking water. In remote villages in India, there is water passes through the RO pump it passes through lack of developed infrastructure due to poor this membrane filter. economic situations. These remote areas do not have pure drinking water, electrical power, communication, sanitation and hence these issues are important. In small villages in India, water is drawn from the nearby river or lake for drinking, cooking and cleaning .It is necessary to provide pure drinking water at low cost with high reliability. To 2014 | P a g e
  • 2. S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2014-2018 is 14.1 volts . The reverse current leakage is less than 10 mA. The experimental set up has a Reverse osmosis booster pump . The model number is HT-75 , normal flow rate through this pump is 1.0 lit/min and the minimum voltage required for its operation is 12 volts DC. The ultraviolet tube which is used for this experiment is of 9 watt capacity . Sheet metal tanks are installed in the experimental set up of 27 litres capacity. Procedure The set up is placed on a flat surface. Photovoltaic panel along with the along with the set up can be placed separately in the sunlight for battery charging purpose. Water and electrical connections are checked properly for any leakages .The water to be purified should be filled in the top plastic tank .As the water starts flowing from the pipe the purging of all the three filters are done for avoiding air lock. Impure water first passes through the pre carbon filter, this filter effectively removes chlorine sediments and volatile organic compounds from impure water. Once the water comes out from the pre carbon filter it goes inside the sediment filter where the hard water gets soften into soft water. This sediment filter adsorbs the mineral sediments which makes the hard water into soft water and does not allow the minerals to get deposited inside the reverse osmosis pump. The water then passes through the reverse osmosis pump where it gets pressurized to 12.5 bar and passes through the reverse osmosis semi permeable membrane where water soluble organics are removed .The water then passes through the ultraviolet lamp sterilizer where most of coli form ,viruses and protozoa are destroyed .Total load on the system is 19 watts ,total watt hour rating is 57 watt hours. Actual output of PV panel is 19 watt and power used at the end is 15.40 watt .Energy produced by one 20 watt panel in a day is 61.6 watt- hour .Hence the number of PV panels required for this experimental set can be calculated as the energy produced by one 20 watt panel in a day divide by total watt hour rating and it comes to 1.08 . Therefore one panel is required Fig. 2.1Block Diagram of experimental set up. for charging a battery of 12 volts and 12.5 amps for The solar charge controller consist of its operation for 3 hours. voltage converter . It is used to regulate the power going from the solar panel into the batteries .The rated solar input is 4.5 Amps , the regulation voltage 3. RESULTS AND DISCUSSIONS:- 2015 | P a g e
  • 3. S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2014-2018 Table 3.1 Observations for purification of Six water samples . S.N. Parameter Requirement Tap Well River Muddy Lake Color 1. Coliform Count Less Than 10 5 8 7 7.5 7 7 2. Colour 5hazen Unit <1 <1 <1 <1 <1 <1 3. Odour Agreeable Ok Ok Ok Ok Ok Ok 4. Taste Agreeable Ok Ok Ok Ok Ok Ok 5. Turbidity 5 Ntu 3.2 3 4 4 3.2 5 6. Ph Value 6.5 To 8.5 8.3 7 7.1 7.2 8.3 7.5 7. Total Hardness 300 130 150 210 180 150 230 8. Iron .3 Ppm 0.20 0.30 0.40 0.30 0.20 0.40 9. Chlorides 250ppm 30 30 60 40 30 60 10. Resi.Free.Cl 0.2 Ppm Nil Nil NIL NIL NIL NIL 11. TDS 500 Ppm 270 290 340 290 240 340 12. Calcium 75 Ppm 30 45 70 45 30 70 13. COPPER 0.05 PPM NIL NIL NIL NIL NIL NIL 14. MANGANESE 0.1PPM NIL NIL NIL NIL NIL Nil 15. SULPHATE 200 PPM 15 45 110 45 15 110 16. NITRATE 45 PPM 20 30 35 30 25 35 17. ZINC 5 PPM NIL NIL NIL NIL NIL Nil 18. ALKALINITY 200 PPM 40 50 160 50 60 160 19. ALUMINIUM 0.03PPM NIL NIL NIL NIL NIL NIL 20. BORON 1PPM NIL NIL NIL NIL NIL NIL Table 3.1 shows the different parameters and performance of pre carbon filters . Copper required standard values of water for different six ,manganese ,zinc ,aluminum boron and chlorine are samples . The testing and analysis of six different absent in water before and after purification . samples from different sources are carried out. Above Calcium ,nitrate is also within limits . Similar types 20 parameter are tested for all six samples in order to of results were obtained for other five samples. Based confirm the water as the drinking water. on above observation for lake water, the following Six water samples selected from different sources graphs are plotted to observe the performance of the of water are tap, well ,river ,muddy ,lake and colour experimental test rig. water .It is found that for lake water the coli form count before purification was 10 and after purification is 7 which gives satisfactory result of ultraviolet tube operation. Colour, odur and taste of purified water sample is satisfactory after purification . Turbidity before was 8 and after purification was 3.2 which shows satisfactory functioning of sediment filter . Ph value before was 9.6 and after was 7.3 which is well within the range . Total hardness count before purification is 290 and after purification is 150 which gives desirable result .The total dissolved solids before purification was 440 and after purification is 240 which shows satisfactory 2016 | P a g e
  • 4. S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2014-2018 ph Fig.3.1 Graph of coli form count vs exposure Temperature oC time in sec Fig. 3.1 shows the variation of coliform Fig.3.3 Graph of PH vs ambient temperature count with exposure time in seconds .From the graph Fig. 3.3 shows the variation of Ph value it is observed that as the exposure time for lake water with temperature for lake water .From the graph, it is increases as it is exposed to ultraviolet light the observed that as the the ambient temperature goes on coliform count goes on decreasing which is important increasing the Ph value for lake water also increases for good water purification. which is good for water purification processes. TDS Temperature oC Fig.3.2 Graph of Total hardness vs ambient Temperature oC temperature Fig. 3.2 shows the variation of total Fig.3.4 Graph of TDS vs ambient temperature hardness count with temperature . From the graph it Fig. 3.4 shows the variation of total is observed that as the the ambient temperature goes dissolved solids (TDS ) with the temperature .From on increasing the total hardness count for lake water the graph it is observed that as the the ambient goes on decreasing which is due to the pretreatment temperature goes on increasing the total dissolved filters used for purification processes. solids goes on increasing for lake water which is good for colour water purification processes. 4.CONCLUSION:- Propose test rig is portable, cost effective, user compliant and energy efficient enough to meet a persons drinking water needs in rural areas. The coupling of renewable energy and water purification technologies are presented with reference to more 2017 | P a g e
  • 5. S.S.Phuse, R.S.Shelke/ International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2014-2018 comprehensive studies and showed the significance methods,using middle frequency inverters” , of small-scale battery operated water purification in proceedings of the 34th international system using ultraviolet sterilization and scientific symposium of the military photovoltaic’s . The quality of the other components equipment and technologies research agency and the control strategy adopted proves to be ,vol2 , pp 317-322 , 2003 . effective. The reverse osmosis (RO) rig itself [9] Takeo.S.Saitoh, Hamdy H. El –Ghetany “ promises to be highly efficient, due to the Clark Exposure time as a disinfecting index in pump. The Ultraviolet lamp (UV) sterilization is very asolar water disinfecting system” 7th effective for stopping the bacterial growth. UV International Energy conference Energex exposure is an efficacious method to deactivate ,vol 21 ,pp 133-154 , 1998. pathogens such as bacteria, viruses, and protozoan [10] Cozy Ban ,Kazunao Sato,Makoto Hirayama in drinking water. The hardware is not over- “Advance water purification system for Sun- complicated and will be straightforward to use and Half micron devices” IEEE conference maintain. The system requires no fuel and is non- paper from International symposium of polluting. The predicted total cost of drinking water semiconductor manufacturing , vol7,pp 291- is just Rs.90 per m3,which makes the system very 292 , 1995. competitive with other small-scale brackish water purification systems. This technology is suitable for systems to obtain pure drinking water for rural areas . References: [1] James Hart ,Matthew Macdonald, Shaun, Montminy John duffy. “ Hybrid purification using UV rays and solar photovoltaic’s” National solar energy conference of the American solar energy society ( Lowell) ,vol 13,pp 78-89, 2003. [2] Rob Susanto Lee ,Yu zhao,V.Nayar “ Design of hybrid power system with reverse osmosis desalination plant for Maldives” Trans. ASME journal of hybrid energy systems vol 51,pp 65-78,1993. [3] J.Belhadj,M.Turki,X.Roboam “ Control strategy of an autonomous desalination unit fed by PV – wind hybrid system without battery storage” Journal of electrical system ,vol 42 , pp 1-12, 2008. [4] Dilder Ahmed Taufiq “ A case study on application of solar pv on rural development in Bangladesh”Journal of rural and community development vol 3,pp 93- 103,2008 [5] M.Thomson “Batteryless photovoltaic reverse osmosis desalination system” Trans. International Journal of unconventional energy systems , Vol-22 , pp 103-104, 2001. [6] Marcos.S.Miranda ,David Infield “ A Wind – Powered seawater reverse osmosis system without batteries” Journal on Elsevier Science B.V.,center for renewable energy systems technology desalination vol 153,pp 9-16 , 2002. [7] Jacob Kornev “ Electric Discharge Treatment of water containing organic substances” roceedings of the seventh Korea Russia International Symposium vol , pp 181 -184,2003. [8] D.Vaju,C.Festila ,G.Vlad “Drinking water quality improvement by physical 2018 | P a g e