Calculate Size of Water Curtain Pump / Head of Fire Pumps / Pipe Size of Suction & Delivery Header.

  • 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

One Response to Calculate Size of Water Curtain Pump / Head of Fire Pumps / Pipe Size of Suction & Delivery Header.

  1. RAJESH KUMAR GUPTA's avatar RAJESH KUMAR GUPTA says:

    VERY GOOD CONTENTS 

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