This post will walk you through steps of calculating the available NPSH at the pump suction.

## Problem Statement: NPSH calculation

Calculate the Net Positive Suction Head for a pump handling 100,000 kg/hr flow of water coming from an atmospheric storage tank. The water temperature can be taken as 25^{0}C The line size of pump suction line is 6" and the suction line is 20m long. The pump suction nozzle is 0.4 m above ground level. The tank is elevated on a 1 m high platform. The minimum liquid level in the tank is 300 mm.

## Solution

Before solving the sample problem, the equation used to calculate NPSH must be understood. where, h_{L}is the head loss between 0 and 1, p

_{0}is the pressure at the water surface, p

_{V}is the vapour pressure (saturation pressure) for the fluid at the temperature T1 at 1, Δz is the difference in height z1 − z0 (shown as H on the diagram) from the water surface to the location 1, and ρ is the fluid density, assumed constant, and g is gravitational acceleration. This sample problem is solved in following 4 basic steps.

### Step1

Important physical properties of water are first determined. Since the water is stored in an atmospheric tank at ambient conditions, Water temperature = 25^{0}C Water pressure = atmospheric pressure = 1.031 bar = 1 bar (approximately) Using EnggCyclopedia’s Liquid Density Calculator, water density at 25

^{0}C =994.72 kg/m

^{3}Using EnggCyclopedia’s Liquid Viscosity Calculator, water viscosity at 25

^{0}C =0.90 cP Using EnggCyclopedia’s Vapor Pressure Calculator, water vapor pressure at 25

^{0}C =0.032 bara

### Step2

Next step to solve this sample problem is to calculate the frictional pressure loss in the suction line. This NPSH calculation can be performed using EnggCyclopedia’s pipe pressure drop calculator. As per line sizing calculator, the frictional pressure loss in the suction line is 1.3 bar/km. Thus for a pipe length of 20m, suction line pressure loss = 1.3 X 0.02 = 0.026 bar This pressure loss can be converted to frictional head loss, head loss = pressure loss /ρg = 0.026X10^{5}/(994.72X9.81) = 0.27 m In this sample problem, fittings in the suction line have not been considered. In case there are some fittings present in the pump suction line such as valves, elbows, reducer etc., EnggCyclopedia's K-factor calculator can be used to determine the frictional pressure loss caused by these fittings.

### Step3

Next step to solve the sample problem is to determine elevation difference (Δz) between pump suction and the liquid level in the storage tank. Note that for NPSH calculation always the lowest liquid level in the suction vessel or tank is considered for conservative estimate. In the present sample problem, Δz = elevation of tank + minimum liquid level - pump suction nozzle level = 1 + 0.3 - 0.4 = 0.9 m### Step4

In the final of NPSH calculation, the above formula derived from NPSH definition is used. Here, p0 = 1 bar , pv = 0.032 bara (water vapor pressure) ρ = 994.72 kg/m^{3}(water density) g = 9.81 m/s

^{2 }(gravitational acceleration) Δz = 0.9 m h

_{L}= 0.27 m Using the NPSH equation from above, NPSH = (1-0.032)/(994.72X9.81) + 0.9 - 0.27 = 10.56 m Note that EnggCyclopedia's pump sizing calculator uses the same equation and method for NPSH calculation. It can be used to quickly determine the NPSH, instead of manually calculating it in 4 steps.

## Related tutorials & calculators for NPSH calculation

- Net positive suction head - NPSH definition
- Tutorial - NPSHa calculation (for available NPSH)
- Difference between NPSHr (required) and NPSHa (available)
- Pump sizing calculator - for quick NPSHa calculation