Calculate Size of Water Curtain Pump / Head of Fire Pumps / Pipe Size of Suction & Delivery Header.
April 3, 2025 1 Comment
- Calculate Size of Water Curtain Pump , Head of Fire Pumps along with Pipe size of Suction & Delivery Header.
Calculate Size of Water Curtain Pump:
- As Per water curtain requirement, required minimum pressure of 1.6 kg/sq.cm at the last nozzle of water curtain.
- Total Length of Pipe Network for water curtain in one zone = 84 meter.
- Spacing between Open Nozzle =2.5-meter Nozzle to Nozzle
- Calculation:
- No of Nozzle = Total Length of Pipe / Spacing between Nozzle
- No of Nozzle = 84 / 2.5 = 34 Nos.
- The flow through each nozzle Q = K x P (As per IS: 9972/ NFPA 13)
- Where
- Q = Flow in lpm flowing through nozzle
- K = Nozzle Factor = 40 (As per manufacturer)
- P = Total Pressure in Bar at flow Q = 1.6 bar
- The flow through each nozzle Q = K x P =40 x 1.6
- The flow through each nozzle Q =64 LPM
- Total Flow rate required= No Nozzle x Flow on Each Nozzle
- Total Flow rate required= 34 x 64
- Total Flow rate required= 2176 LPM or 130.56 m3 /Hour
- Maximum water curtain Pump capacity required= 2280 LPM or 137 m3/hour
Calculate Pump Head for Water Curtain Pump:
- Head requirement for Fire Pump has been decided as below
- As Per water curtain requirement, required minimum pressure of 1.6 kg/sq.cm at the last nozzle of water curtain.
- Calculate Total Length of Pipe:
- Note: Considering that basement shall be provided the water curtain system:
- Total Vertical Length of Pipe from Plant Room to remotest water curtain = 10 meter
- Total Horizontal Length of Pipe from Plant Room to remotest water curtain= 50 meter
- Total Length of Pipe from Plant Room to remotest water curtain = 50+10=60 meter
- Equivalent Length of Pipe Due to Fittings @ 10 %= 6 meter
- Total Length of Pipe = 65 meters
- Calculate residual Head:
- Required Residual head= Required minimum Pressure at last Point
- Required Residual head= 1.6kg/sq.cm = 1.6×10.00=16 meters.
- Calculate Head loss in Pipe:
- Head Loss in bar (As per Hazen William’s formula) (H) = (6.05 x 10^5 x Q^85 x L) / (C^1.85 x d^4.87)
- Where L = Length of pipe in meters
- Q = Discharge in Lpm
- C = Hazen-Williams roughness coefficients
- D = Dia. of pipe in mm
- H = Head loss in bar.
| Pipe Material | Hazen-Williams roughness coefficients (C) |
| Cast Iron (unlined) | 100 to 120 |
| Cast Iron (lined) | 130 |
| Ductile Iron (cement lined) | 140 |
| Steel (new) | 140 |
| Steel (galvanized) | 120 |
| Copper | 140 to 150 |
| PVC and Plastic | 140 to 150 |
| Asbestos Cement | 140 to 150 |
| Concrete | 100 to 140 |
| Corrugated Metal | 60 to 150 |
| Riveted Steel | 90 to 110 |
| Vitrified Clay | 110 to 140 |
- Here L = 65 m
- Q = 1280 Lpm
- C = 120 (As per Table)
- D = 150 mm
- Head Loss in bar (H) = 6.05 x 10^5 x 2280^85 x 65 / 120^1.85 x 150^4.87
- Head Loss in bar (H) = 0.23 bar or 2 meters
- Calculate Total Head of Water Curtain Pump:
- Total Head of Pump = Static Head (Vertical) + Residual Head + Head loss in Pipe
- Total Head of Pump = 10+16 + 2 =28 meter
- Total Head of Pump =30 meter
Calculate Pump Head for Hydrant Pump:
- Head requirement for Fire Pump has been decided as below
- As Per NBC Rule, there shall be minimum pressure of 3.5kg/sq.cm at the highest Fire Hydrant
- Calculate Total Length of Pipe:
- Total Vertical Length of Pipe from Plant Room to remotest Fire Hydrant = 64 meter
- Total Horizontal Length of Pipe from Plant Room to remotest Fire Hydrant= 80 meter
- Total Length of Pipe from Plant Room to remotest Fire Hydrant = 64+80=144meter
- Equivalent Length of Pipe Due to Fittings @ 10 %= 158.4 meter
- Total Length of Pipe = 159 meters
- Calculate residual Head:
- Required Residual head= Required minimum Pressure at last Point
- Required Residual head= 3.5kg/sq.cm = 35 meters.
- Calculate Head loss in Pipe:
- Head Loss in bar (As per Hazen William’s formula) (H) = (6.05 x 10^5 x Q^85 x L) / (C^1.85 x d^4.87)
- Where L = Length of pipe in meters
- Q = Discharge in Lpm
- C = Hazen-Williams roughness coefficients
- D = Dia. of pipe in mm
- H = Head loss in bar.
| Pipe Material | Hazen-Williams roughness coefficients (C) |
| Cast Iron (unlined) | 100 to 120 |
| Cast Iron (lined) | 130 |
| Ductile Iron (cement lined) | 140 |
| Steel (new) | 140 |
| Steel (galvanized) | 120 |
| Copper | 140 to 150 |
| PVC and Plastic | 140 to 150 |
| Asbestos Cement | 140 to 150 |
| Concrete | 100 to 140 |
| Corrugated Metal | 60 to 150 |
| Riveted Steel | 90 to 110 |
| Vitrified Clay | 110 to 140 |
- Here L = 159 m
- Q = 2850 Lpm
- C = 120 (As per Table)
- D = 150 mm
- Head Loss in bar (H) = 6.05 x 10^5 x 2850^85 x 159/ 120^1.85 x 150^4.87
- Head Loss in bar (H) = 0.85 bar or 9 meter
- Calculate Total Head of Fire Pump:
- Total Head of Pump = Static Head (Vertical) + Residual Head + Head loss in Pipe
- Total Head of Pump = 64+35 + 9 =108 meter
- Total Head of Pump =110 meter
Calculate Size of Common Suction Header:
- There are 4 Nos of Pumps connected to Suction Header in Pump Room
- Fire Hydrant Pump of 2850 LPM = 1 no
- Sprinkler Pump of 2850 LPM = 1 no
- Water Curtain Pump of 2280 LPM = 1 no
- Jockey Pump of 2850 LPM = 1 no
- Flow Rate of Fire Hydrant Pump =2850 LPM= 171 M3/Hr =0.0475 M3/Sec
- Flow Rate of Sprinkler Pump =2850 LPM= 171 M3/Hr =0.0475 M3/Sec
- Flow Rate of Water Curtain Pump =2280 LPM= 136.8 M3/Hr =0.0377 M3/Sec
- Flow Rate of Jockey Pump =180 LPM= 10.8 M3/Hr =0.003 M3/Sec
- Total Flow Rate (Q) =(0.0475×1)+ (0.0475×1)+ (0.0377×1)+ (0.003×1) =1357 M3/sec
- No of Suction Pipes shall be 2 no’s
- Total Flow Rate (Q) =0.1357 /2 = 0.0675 M3/sec
- Consider Water velocity (V) = 1.5 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.0675/3.14×1.5
- Diameter of Pipe = 0.239 meter = 239 mm
- Diameter of Pipe = 250mm of 2 Nos
Calculate Size of Common Delivery Header:
- There are 4 Nos of Pumps connected to Delivery Header
- Fire Hydrant Pump of 2850 LPM = 1 no
- Sprinkler Pump of 2850 LPM = 1 no
- Water Curtain Pump of 2280 LPM = 1 no
- Jockey Pump of 180 LPM = 1 no
- Flow Rate of Fire Hydrant Pump =2850 LPM= 171 M3/Hr =0.0475 M3/Sec
- Flow Rate of Sprinkler Pump =2850 LPM= 171 M3/Hr =0.0475 M3/Sec
- Flow Rate of Water Curtain Pump =2280 LPM= 136.8 M3/Hr =0.0377 M3/Sec
- Flow Rate of Jockey Pump =180 LPM= 10.8 M3/Hr =0.003 M3/Sec
- Total Flow Rate (Q) =(0.0475×1)+ (0.0475×1)+ (0.0377×1)+ (0.003×1) =1357 M3/sec
- Consider Water velocity (V) = 3 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.1357/3.14×3
- Diameter of Pipe = 0.239 meters = 239 mm
- Diameter of Pipe = 250mm of 1 Nos
Calculate Size of Individual Suction Header of Each Pump:
- Calculate Individual Suction Header of Water Curtain Pump:
- Water curtain Pump Flow Rate (Q) =2280 LPM = 136.8 M3/Hr = 0.038 M3/Sec
- Consider Water velocity (V) = 1.5 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.038/3.14×1.5
- Diameter of Pipe = 0.180 meter = 180 mm
- Diameter of Pipe = 200mm
- Calculate Individual Delivery Header of Fire Hydrant Pump / Sprinkler Pump:
- Fire Pump Flow Rate (Q) =2850 LPM = 171 M3/Hr = 0.0475 M3/Sec
- Consider Water velocity (V) = 1.5 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.0475/3.14×1.5
- Diameter of Pipe = 0.200 meters = 200 mm
- Diameter of Pipe = 200mm
- Calculate Individual Delivery Header of Jockey Pump:
- Water curtain Pump Flow Rate (Q) =180 LPM = 10.8 M3/Hr =0.003 M3/Sec
- Consider Water velocity (V) = 1.5 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.003/3.14×1.5
- Diameter of Pipe = 0.050 meter = 50 mm
- Diameter of Pipe = 50mm
Calculate Size of Individual Delivery Header of Each Pump:
- Calculate Individual Delivery Header of Water Curtain Pump:
- Water curtain Pump Flow Rate (Q) =2280 LPM = 136.8 M3/Hr = 0.0377 M3/Sec
- Consider Water velocity (V) = 3 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.0377/3.14×3
- Diameter of Pipe = 0.128 meters = 128 mm
- Diameter of Pipe = 150mm
- Calculate Individual Delivery Header of Fire Hydrant Pump / Sprinkler Pump:
- Fire Pump Flow Rate (Q) =2850 LPM = 171 M3/Hr = 0.0475 M3/Sec
- Consider Water velocity (V) = 3 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.0475/3.14×3
- Diameter of Pipe = 0.142 meters = 142 mm
- Diameter of Pipe = 150mm
- Calculate Individual Delivery Header of Jockey Pump:
- Water curtain Pump Flow Rate (Q) =180 LPM = 10.8 M3/Hr =0.003 M3/Sec
- Consider Water velocity (V) = 3 m/sec
- Flow Rate (Q) = Area x Velocity
- Diameter of Pipe =√4Q/3.14xV
- Diameter of Pipe =√4×0.003/3.14×3
- Diameter of Pipe = 0.036 meters = 36 mm
- Diameter of Pipe = 40mm
Conclusion:
- Water curtain Pump capacity = 2280 LPM or 137 m3/hour
- Head of Hydrant / Sprinkler Pump =110 meter
- Size of Common Suction Header=2 Nos of 250mm Pipes
- Size of Common Delivery Header=1 Nos of 250mm Pipe
- Individual Suction Header of Water Curtain Pump=200mm Pipe
- Individual Delivery Header of Fire Hydrant Pump / Sprinkler Pump=200mm Pipe
- Individual Delivery Header of Jockey Pump=50mm Pipe
- Individual Delivery Header of Water Curtain Pump=150mm Pipe
- Individual Delivery Header of Fire Hydrant Pump / Sprinkler Pump=150mm Pipe
- Individual Delivery Header of Jockey Pump=40mm Pipe




























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