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Treatment of Surface Water by Autonomous Solar-Powered Membrane Cells By Raed Waked Al-Qutub     Supervisor Dr. Abdelrahim Abusafa `` April,2010 An-Najah National University Clean Energy & Energy Conservation Engineering
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7   Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS  1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION Why is Water Important? Water resources are essential for satisfying human needs, health, and ensuring food production, energy and the restoration of ecosystems, as well as for social and economic development and for sustainable development. According to UN World Water Development Report in 2003, it has  been estimated that two billion people are affected by water shortages in over forty countries, and 1.1 billion do not have sufficient drinking water.
INTRODUCTION Energy Sources  in Surface water treatment  ,[object Object],[object Object],[object Object],A water treatment system needs a source of power to operate.
Water and Energy Crisis in Palestine ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Water and Energy Crisis in Palestine ,[object Object],[object Object],[object Object]
Water and Energy Crisis in Palestine ,[object Object],[object Object],[object Object]
[object Object]
INTRODUCTION WATER TREATMENT METHODS  1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION EXPERIMENTAL WORK . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION EXPERIMENTAL WORK . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
WATER TREATMENT METHODS ,[object Object],[object Object],[object Object]
Classification of water treatment  processes
Classification of water treatment  processes  ,[object Object],[object Object],[object Object],Distillation Vapor Compression
Classification of water treatment  processes  ,[object Object],[object Object],[object Object],Distillation Vapor Compression
Classification of treatment of water processes Multistage Flash Distillation (MSF) Low Pressure (chamber) Classification of water treatment  processes  Distillation
Classification of water treatment  processes  Multieffect Boiling Distillation (MEB) Use vapor in next champer  Distillation
Classification of treatment of water processes ,[object Object],[object Object],Membrane Processes Technology A cross section in a  membrane.
Classification of treatment of water processes
Classification of treatment of water processes ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Classification of treatment of water processes
Classification of treatment of water processes Membrane Process Typical Operating Range µm Permeate description MF 0.8-2.0 Water, dissolved solute UF 0.005-0.2 Water, small molecules. NF 0.001-0.01 Water, very small molecules, ionic solutes RO 0.0001-0.001 Water, very small molecules, ionic solutes
Classification of treatment of water processes
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
Reverse Osmosis Process Osmosis is the process in which water moves from a lower concentration to a higher concentration.  ,[object Object],Reverse Osmosis is the process in which water moves from a higher concentration to a lower concentration,   the amount of force or pressure applied must exceed the osmotic pressure  ,[object Object]
Reverse Osmosis Process ,[object Object]
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
Solar Energy and Photovoltaic Cell Sizing ,[object Object],[object Object]
Solar Energy and Photovoltaic Cell Sizing Photovoltaic Module  ,[object Object],[object Object],[object Object]
Solar Energy and Photovoltaic Cell Sizing Sizing of System Components The sizing of PV Panel, by using   the peak power of the PV generator to cover the total load demand is obtained as in equation    (Where  is the daily energy consumption in kWh, PSH is the peak sun hours (PSH= 5.4);  ,  are the efficiencies of charge regulator and inverter respectively (  = 0.92,  =0.9) and is the safety factor for compensation of resistive losses and PV-cell temperature losses  =1.15
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM  REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
Assembly diagram of the PV-RO system
PV-RO system ,[object Object],[object Object],[object Object],[object Object],2.  DC pump Input Voltage:  DC 24 V Pressure Up to 4 Bar Prime Self-Priming up to 2~3 meter Capacity 378 L/day pH TDS  (mg/L) Fecal (cfu/100ml) Turbidity  (NTU) K+  (mg/L) Shraish 7.62 397 600 0.26 30 Standard 6.5-8 <50 0 <1 12
PV-RO system 3.  photovoltaic cell ,[object Object],Solar module SM55(Siemens) Electrical parameters   Maximum power rating Pmax [Wp] 55 Rated current Impp  [A] 3.15 Rated voltage Vmpp  [V] 17.4 Short circuit current Isc  [A] 3.45 Open circuit voltage Voc  [V] 21.7
PV-RO system ,[object Object],[object Object],[object Object],4.  Pretreatment filters
PV-RO system ,[object Object],4.  Reverse Osmosis Membrane  ,[object Object],[object Object],It consists of membrane envelopes (leaves) and feed spacers which wound around a perforated central collection tube.
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM  REVESE OSMOSIS PROCESS 2 3 4 5 6 7   Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM  REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
EXPERIMENTAL WORKS  The experimental results were measured by using many appropriate devices  MEASURING INSTRUMENTS Description Ammeter Current  Voltmeter  Voltage Pressure gauge  Pressure output from the DC pump Conductivity meter  Dist 1, HANNA H198301 pH meter  pH 211, microprocessor based, Bench pH/mV/Cº meters Turbidity meter  Cole Palmer, model 8391-45 Membrane Filtration Technique. Fecal Coliform (FC)
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],Effect of power input to the pump on permeate flow rate
[object Object],Summary The PV panel provides electrical current directly to the high pressure pump whose speed increases as the power from the PV panel increases.
[object Object],[object Object],[object Object],Effect of membrane Pressure on permeate flow rate
Water Quality  pH, TDS decrease and K ᶧ  ,turbidity increases when the flow rate of permeate water increased  Effect of permeate flow rate on permeate pH
Water Quality  pH, TDS decrease and K ,turbidity increases when the flow rate of permeate water increased  Effect of flow rate of permeate water on K +  concentration
Water Quality  pH, TDS decrease and K ,turbidity increases when the flow rate of permeate water increased  Effect of flow rate of permeate water on total dissolved solids
Water Quality  pH, TDS decrease and K ᶧ  ,turbidity increases when the flow rate of permeate water increased  Effect of flow rate of permeate water on turbidity
[object Object],[object Object]
[object Object],The main reason for this trend is the reduction in viscosity with temperature increase. As viscosity decrease the mass transfer through the membrane surface is enhanced.
[object Object],The effect of feed water temperature on product quality is generally very small Feed Water Temp  (ºC) Permeate Quality 33 35 38 40 44 Flow rate (L/h) 8.6 10.0 10.8 12.0 15.0 pH 6.1 7.3 6.3 5.9 6.7 TDS (mg/L) 48 50 49 50 51 Fecal (cfu/100ml) 0 0 0 0 0 Turbidity (NTU) 0.15 0.14 - - - K ᶧ  (mg/L) 7.1 7.5 8.4 8.4 8.3
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object]
[object Object],[object Object],[object Object],Power (W) Permeate flowrate (L/h) Retentate flowrate (L/h) Permeate water properties pH TDS (mg/L) Fecal (cfu /100ml) K  (mg/L) 8.73 5.88 22.73 5.97 35 10 6.1 7.98 13.04 13.95 6.1 43 17 6.6 8.17 14.15 6.98 6.2 63 45 6.8
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM  REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM  REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
ECONOMIC EVALUATION  7.1 Cost Analysis The product cost is strongly correlated with unit capacity, quality of feed water, pretreatment, types of water treatment technology, site condition, costs of land. Average daily water flow rate can be calculated as the following: During June, the average flow rate 44.32 L/d and the monthly average solar radiation was 8.25 kWh/m².
ECONOMIC EVALUATION  The average water flow rate =  = 40.04 L/d According to other months, the average water flow rates were calculated corresponding the monthly average solar radiation as shown
ECONOMIC EVALUATION  Common Economic Parameter : Plant life time is 25 years. Operating days per year are 270 days. Feed water TDS is 400mg/L (normal case). Operating and maintenance (O&M)   costs are 20% of the system annual payment. Annual rate of membrane replacement is 20%. Interest rate is 5%. Plant availability (f )  is 90%. Capacity(M)=40 L/d  Salvage value of the units will be zero.
ECONOMIC EVALUATION  7.1.1 Capital Cost Total capital cost of PV module = 11Watt X 7.27 $/Watt. =80$ ,[object Object],Item Cost PV module (Siemens SM55, 55Wp) 80$ Reverse Osmosis Membrane 100$ Booster Pump (12VDC) 150$ 3 stages pretreatment filters, accessories 100$ Total 430$
ECONOMIC EVALUATION  Fixed Charges To determine the fixed charge value of the capital costs, these costs are multiplied by an amortization factor ( a ) Annual fixed charges  = (a) X (CC)  = 0.070952X430$ =30.5$/year Annual Operating Costs Annual operating cost covers all expenses after commissioning and during the actual operation
ECONOMIC EVALUATION  Operating and Maintenance (O&M) Costs   The annual O&M costs are estimated at 20% of the plant annual payment = (20%) X (A fixed )  = 20% X 30.5$/year =6.1$/year Annual  O&M   Costs
ECONOMIC EVALUATION  Membrane Replacement Replacement rate may vary between 5%–20% per year  =  (20%) X (membrane cost)  = 20% X 100$ =20$/year Annual  O&M   Costs ,[object Object],A unit  = 5.8$/m³ Total annual cost (A total )=A fixed +A replacement +A O&M =56.6$/year
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM  REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM  REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
[object Object],[object Object],[object Object],CONCLUSIONS
[object Object],[object Object],[object Object],[object Object],[object Object],CONCLUSIONS
RECOMMENDATIONS ,[object Object],[object Object],[object Object],[object Object]
 

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Treatment of surface water by autonomous solar powered

  • 1. Treatment of Surface Water by Autonomous Solar-Powered Membrane Cells By Raed Waked Al-Qutub     Supervisor Dr. Abdelrahim Abusafa `` April,2010 An-Najah National University Clean Energy & Energy Conservation Engineering
  • 2. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 3. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 4. INTRODUCTION Why is Water Important? Water resources are essential for satisfying human needs, health, and ensuring food production, energy and the restoration of ecosystems, as well as for social and economic development and for sustainable development. According to UN World Water Development Report in 2003, it has been estimated that two billion people are affected by water shortages in over forty countries, and 1.1 billion do not have sufficient drinking water.
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  • 10. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION EXPERIMENTAL WORK . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 11. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION EXPERIMENTAL WORK . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
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  • 13. Classification of water treatment processes
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  • 16. Classification of treatment of water processes Multistage Flash Distillation (MSF) Low Pressure (chamber) Classification of water treatment processes Distillation
  • 17. Classification of water treatment processes Multieffect Boiling Distillation (MEB) Use vapor in next champer Distillation
  • 18.
  • 19. Classification of treatment of water processes
  • 20.
  • 21. Classification of treatment of water processes
  • 22. Classification of treatment of water processes Membrane Process Typical Operating Range µm Permeate description MF 0.8-2.0 Water, dissolved solute UF 0.005-0.2 Water, small molecules. NF 0.001-0.01 Water, very small molecules, ionic solutes RO 0.0001-0.001 Water, very small molecules, ionic solutes
  • 23. Classification of treatment of water processes
  • 24. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 25. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 26.
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  • 28. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 29. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
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  • 32. Solar Energy and Photovoltaic Cell Sizing Sizing of System Components The sizing of PV Panel, by using the peak power of the PV generator to cover the total load demand is obtained as in equation   (Where is the daily energy consumption in kWh, PSH is the peak sun hours (PSH= 5.4); , are the efficiencies of charge regulator and inverter respectively ( = 0.92, =0.9) and is the safety factor for compensation of resistive losses and PV-cell temperature losses =1.15
  • 33. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM . REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 34. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 35. Assembly diagram of the PV-RO system
  • 36.
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  • 40. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 41. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 42. EXPERIMENTAL WORKS The experimental results were measured by using many appropriate devices MEASURING INSTRUMENTS Description Ammeter Current Voltmeter Voltage Pressure gauge Pressure output from the DC pump Conductivity meter Dist 1, HANNA H198301 pH meter pH 211, microprocessor based, Bench pH/mV/Cº meters Turbidity meter Cole Palmer, model 8391-45 Membrane Filtration Technique. Fecal Coliform (FC)
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  • 48. Water Quality pH, TDS decrease and K ᶧ ,turbidity increases when the flow rate of permeate water increased Effect of permeate flow rate on permeate pH
  • 49. Water Quality pH, TDS decrease and K ,turbidity increases when the flow rate of permeate water increased Effect of flow rate of permeate water on K + concentration
  • 50. Water Quality pH, TDS decrease and K ,turbidity increases when the flow rate of permeate water increased Effect of flow rate of permeate water on total dissolved solids
  • 51. Water Quality pH, TDS decrease and K ᶧ ,turbidity increases when the flow rate of permeate water increased Effect of flow rate of permeate water on turbidity
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  • 58. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 59. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 60. ECONOMIC EVALUATION 7.1 Cost Analysis The product cost is strongly correlated with unit capacity, quality of feed water, pretreatment, types of water treatment technology, site condition, costs of land. Average daily water flow rate can be calculated as the following: During June, the average flow rate 44.32 L/d and the monthly average solar radiation was 8.25 kWh/m².
  • 61. ECONOMIC EVALUATION The average water flow rate = = 40.04 L/d According to other months, the average water flow rates were calculated corresponding the monthly average solar radiation as shown
  • 62. ECONOMIC EVALUATION Common Economic Parameter : Plant life time is 25 years. Operating days per year are 270 days. Feed water TDS is 400mg/L (normal case). Operating and maintenance (O&M) costs are 20% of the system annual payment. Annual rate of membrane replacement is 20%. Interest rate is 5%. Plant availability (f ) is 90%. Capacity(M)=40 L/d Salvage value of the units will be zero.
  • 63.
  • 64. ECONOMIC EVALUATION Fixed Charges To determine the fixed charge value of the capital costs, these costs are multiplied by an amortization factor ( a ) Annual fixed charges = (a) X (CC) = 0.070952X430$ =30.5$/year Annual Operating Costs Annual operating cost covers all expenses after commissioning and during the actual operation
  • 65. ECONOMIC EVALUATION Operating and Maintenance (O&M) Costs The annual O&M costs are estimated at 20% of the plant annual payment = (20%) X (A fixed ) = 20% X 30.5$/year =6.1$/year Annual O&M Costs
  • 66.
  • 67. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
  • 68. INTRODUCTION WATER TREATMENT METHODS 1 SOLAR ENERGY & PV CELL SIZING EXPERIMENTAL WORKS & RESULTS ECONOMIC EVALUATION PV-RO SYSTEM REVESE OSMOSIS PROCESS 2 3 4 5 6 7 Outline 8 CONCLUSIONS&RECOMMENDATION
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Editor's Notes

  1. Hardness ca, mg