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Water Waste Reduction 
in Solar Heating System 
By: 
Ayas kanta Mohapatra 
Guide: 
Prof. Vidya Pratap 
Prof. Seena Biju
Background 
• Hot water is stored in solar tank and then 
flows through pipelines 
• However, the water loses heat if not used for a 
longer time 
• So we have to waste the cold water till we get 
hot water 
• This objective of this project is to reduce the 
amount of water wasted in this way.
Assumptions 
• Only prototypes have been explained 
• Major amount of water is wasted in the morning 
• All the water present in the pipes in the morning are wasted 
• The volume of the pipe is equal to the water wasted in the 
morning 
• Four (35m*45m*25m) building has been considered 
Limitations 
• Confidential data has been removed 
• Only prototypes have been explained
Water Wastage 
Diameter of Pipe 0.025 meter 
Total Length of all pipes in a single building 1080 meter 
Volume of pipes in a single building 0.530357143 cubic meter 
Total No. of buildings 4 numbers 
Total volume of pipes 2.121428571 cubic meter 
Monthly waste 63.64285714 KL 
560.4220286 Gallon 
Amount of water wasted = more than 63KL per month
Current Pipeline Design
Alternative – 1 
• Direct water recirculation through an 
additional pump
Cost Analysis 
Alternatives Equipments Specification Unit Cost Requirement Cost 
Alternative 1 
Centrifugal Pump 
1 HP, 5m Head, 
1500 rpm 6500 1 6500 
Timer 320 1 320 
Cable 3 core, 2.5 sqmm 30 10 300 
RCCB 2 Pole, 10A 1700 1 1700 
Ball Valve 1 "(25 mm) 211 1 211 
CPVC Pipe 1 "(25 mm) * 16' 463 34.85 16135.55 
CPVC Tee 1 "(25 mm) 38 24 912 
CPVC Elbow 1 "(25 mm) 30 5 150 
Union 1 "(25 mm) 95 2 190 
Labour 
Total 26418.55
Alternative – 1 
• Pros 
– Economic 
– Automatic system 
– Independent system 
• Cons 
– More electricity consumption 
– Cavitation problem may occur 
– NPSH issue may be there
Alternative – 2 
• Water Recirculating System using an external 
pump
Cost Analysis 
Alternatives Equipments Specification Unit Cost Requirement Cost 
Alternative 2 
Centrifugal Pump 
5 HP, 40m Head, 
3000 rpm, FR= 
150.876 gallon/ 
minute 14000 1 14000 
Timer 320 1 320 
RCCB 2 Pole, 10A 1700 1 1700 
Cable 3 core, 2.5 sqmm 30 20 600 
Ball Valve 1 "(25 mm) 211 2 422 
CPVC Pipe 1 "(25 mm) * 16' 463 34.85 16135.55 
CPVC Tee 1 "(25 mm) 38 24 912 
CPVC Elbow 1 "(25 mm) 30 7 210 
Union 1 "(25 mm) 95 2 190 
Concrete tank 2m*2m*2m 10000 10000 
Labour * 
Total 44489.55*
Alternative – 2 
• Pros 
– Independent system 
– Semi-automatic system (with level sensor) 
– Can be helpful during maintenance of tank 
• Cons 
– Expensive 
• Concrete tank 
• Pipeline layout 
• Pump
Alternative – 3 
• Water Recirculating System using the existing 
pump
Cost Analysis 
Alternatives Equipments Specification Unit Cost Requirement Cost 
Alternative 3 
NRV 1 "(25 mm) 300 1 300 
Ball Valve 1 "(25 mm) 211 2 422 
CPVC Pipe 1 "(25 mm) * 16' 463 34.85 16135.55 
CPVC Tee 1 "(25 mm) 38 24 912 
CPVC Elbow 1 "(25 mm) 30 5 150 
Union 1 "(25 mm) 95 2 190 
Concrete tank 2m*2m*2m 10000 10000 
Labour * 
Total 18109.55*
Alternative – 3 
• Pros 
– No additional pump required 
– Can be helpful during maintenance of tank 
• Cons 
– Expensive 
• Concrete tank 
• Pipeline layout
Alternative – 4 
• By insulating the hot water pipes
Cost Analysis 
Alternatives Equipments Specification Unit Cost Requirement Cost 
Alternative 4 
K Flex Sheets 
Part No.- 
6RX038028, 1" 
nesting (square feet 
pricing) 350 100.10427 35036.49 
Labour * 
Total 35036.49*
Alternative – 4 
• Pros 
– Economic 
• Cons 
– Less efficiency
Suggestion 
• Alternative 1 
– To avoid higher instant investment 
– Less labor cost 
– Automatic system 
– Independent system

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Water waste reduction

  • 1. Water Waste Reduction in Solar Heating System By: Ayas kanta Mohapatra Guide: Prof. Vidya Pratap Prof. Seena Biju
  • 2. Background • Hot water is stored in solar tank and then flows through pipelines • However, the water loses heat if not used for a longer time • So we have to waste the cold water till we get hot water • This objective of this project is to reduce the amount of water wasted in this way.
  • 3. Assumptions • Only prototypes have been explained • Major amount of water is wasted in the morning • All the water present in the pipes in the morning are wasted • The volume of the pipe is equal to the water wasted in the morning • Four (35m*45m*25m) building has been considered Limitations • Confidential data has been removed • Only prototypes have been explained
  • 4. Water Wastage Diameter of Pipe 0.025 meter Total Length of all pipes in a single building 1080 meter Volume of pipes in a single building 0.530357143 cubic meter Total No. of buildings 4 numbers Total volume of pipes 2.121428571 cubic meter Monthly waste 63.64285714 KL 560.4220286 Gallon Amount of water wasted = more than 63KL per month
  • 6. Alternative – 1 • Direct water recirculation through an additional pump
  • 7. Cost Analysis Alternatives Equipments Specification Unit Cost Requirement Cost Alternative 1 Centrifugal Pump 1 HP, 5m Head, 1500 rpm 6500 1 6500 Timer 320 1 320 Cable 3 core, 2.5 sqmm 30 10 300 RCCB 2 Pole, 10A 1700 1 1700 Ball Valve 1 "(25 mm) 211 1 211 CPVC Pipe 1 "(25 mm) * 16' 463 34.85 16135.55 CPVC Tee 1 "(25 mm) 38 24 912 CPVC Elbow 1 "(25 mm) 30 5 150 Union 1 "(25 mm) 95 2 190 Labour Total 26418.55
  • 8. Alternative – 1 • Pros – Economic – Automatic system – Independent system • Cons – More electricity consumption – Cavitation problem may occur – NPSH issue may be there
  • 9. Alternative – 2 • Water Recirculating System using an external pump
  • 10. Cost Analysis Alternatives Equipments Specification Unit Cost Requirement Cost Alternative 2 Centrifugal Pump 5 HP, 40m Head, 3000 rpm, FR= 150.876 gallon/ minute 14000 1 14000 Timer 320 1 320 RCCB 2 Pole, 10A 1700 1 1700 Cable 3 core, 2.5 sqmm 30 20 600 Ball Valve 1 "(25 mm) 211 2 422 CPVC Pipe 1 "(25 mm) * 16' 463 34.85 16135.55 CPVC Tee 1 "(25 mm) 38 24 912 CPVC Elbow 1 "(25 mm) 30 7 210 Union 1 "(25 mm) 95 2 190 Concrete tank 2m*2m*2m 10000 10000 Labour * Total 44489.55*
  • 11. Alternative – 2 • Pros – Independent system – Semi-automatic system (with level sensor) – Can be helpful during maintenance of tank • Cons – Expensive • Concrete tank • Pipeline layout • Pump
  • 12. Alternative – 3 • Water Recirculating System using the existing pump
  • 13. Cost Analysis Alternatives Equipments Specification Unit Cost Requirement Cost Alternative 3 NRV 1 "(25 mm) 300 1 300 Ball Valve 1 "(25 mm) 211 2 422 CPVC Pipe 1 "(25 mm) * 16' 463 34.85 16135.55 CPVC Tee 1 "(25 mm) 38 24 912 CPVC Elbow 1 "(25 mm) 30 5 150 Union 1 "(25 mm) 95 2 190 Concrete tank 2m*2m*2m 10000 10000 Labour * Total 18109.55*
  • 14. Alternative – 3 • Pros – No additional pump required – Can be helpful during maintenance of tank • Cons – Expensive • Concrete tank • Pipeline layout
  • 15. Alternative – 4 • By insulating the hot water pipes
  • 16. Cost Analysis Alternatives Equipments Specification Unit Cost Requirement Cost Alternative 4 K Flex Sheets Part No.- 6RX038028, 1" nesting (square feet pricing) 350 100.10427 35036.49 Labour * Total 35036.49*
  • 17. Alternative – 4 • Pros – Economic • Cons – Less efficiency
  • 18. Suggestion • Alternative 1 – To avoid higher instant investment – Less labor cost – Automatic system – Independent system