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How To Select The Right Pump

Step-by-step instructions for choosing a pump

RA Foras water pump

WHAT IS A WATER PUMP?

A water pump is an electrical machine designed to convert electrical power into energy, which is then used to displace and move water. The energy generated by the pump facilitates the movement of water from one location to another.

All water pumps consist of two essential components: an electric motor and a hydraulic section. The motor generates the power needed to operate the pump, while the hydraulic section is responsible for facilitating the water flow. Additionally, a sturdy support is utilized to securely mount the pump to its base, ensuring stability and preventing any unwanted movement.

What is a Water Pump

STEP 1: FLOW

At home, everyone needs water

The maximum theoretical requirement is given by the sum of the quantities of water delivered to the various outlets of a flat multiplied by the number of flats. In practice, it is common practice that just some outlets are used simultaneously: that's why this number must be multiplied to a contemporaneity factor

1 - Dishwasher

2 - Toilet flushing

3 - Shower

4 - Washing machine

5 - Kitchen sink

6 - Garden watering

How to select the right pump - Foras
Flow. Step 1
pump-pipe-line-oil-pressure-gauge-valves-plant-pressure-safety-valve-selective

HOW TO CALCULATE YOUR PUMP'S FLOW RATE

Method 1 Foras

Residential buildings consumption

Apartments with two toilets

Apartments with one toilet

It shows values of actual delivery, which depend on the number of flats connected to the water-supply system. Seven outlets are hypothesized for one-bathroom flats and ten outlets for two-bathroom flats.

Method 1

Method 2

Maximum consumption at points of demand

• In theory, the water maximum requirement derives from the sum of the litres per minute delivered to the various outlets of a flat multiplied by the n. of flats.

• In practice, just some of the outlets are used simultaneously: that's why we can consider normally 1/3 of the total requirement.

Outlet

Qu. delivered (l/min)

Sink
Wash-basin
Bath-whirlpool tub

10

10

18

Shower
WC-flush-tank type
WC-fast-feed type

12

7

90

Bidet
Washing machine
Kitchen sink

6

12

12

Dishwasher
Outlet w/ 1/2" tap
Outlet w/ 3/4" tap

8

20

25

Foras Other

Other buildings consumption

These buildings require quantities of water greater than those needed in residential buildings. The values are based on hypothetical numbers of persons present in these buildings. These values offer a guideline and may vary in accordance with particular requirements of projects.

Other buildings consumption

Number of persons present in building 

A Offices                B Shopping centres              C Hospitals                 D Hotels

STEP 2: HEAD

1) Static head:

Distance between the suction fluid surface and the maximum discharge elevation (highest outlet).

Static head
Head. Step 2
example Foras

Example

1Total static head

2 - Static discharge head

3 - Static suction head

1Static discharge head 

2 - Total static head

3 - Static suction lift

Friction Foras

2) Friction:

(sum of the head losses in pipes)

By approximation, head losses may be quantified as follows:

• 0.5 m per floor in new systems,

• 1 m per floor in old systems.

Friction is flow rate dependent :

• x2 flow rate, x4 head loss

• ½ flow rate, ¼ head loss

Head loss can also be calculated for pipes:

By matching the flow rate and the delivery pipe diameter, in the chart below, you’ll find the head loss in a 100 m long pipe. For example, supposing you have Q=42 m3/h and delivery pipe Ø DN80.

 

Therefore, the head loss will be 7,5 meters.

 

If the pipe were 70 m long, the head loss in the system would be calculated as the following: 7,5 meters x 70 meters / 100 meters = 5,25 meters

Head Loss Foras

Head loss  In m for steel pipes

Q Flow

HL Head loss, m per 100 m

V = Flow velocity: max 1,5 m/s for suction

and 3 m/s for delivery

Head loss calculated on bends and valves

Head loss calculated on bends and valves

Head loss in cm for bends, gate valves, foot valves and check valves

1Water flow velocity

2 - Elbows

3 - Sweep elbow 

4Gate valves

5 - Foot valves

6 - Check valves 

System curve:

Static head + friction head = total head

System curve

1Friction Head

2 - Static head

3 - Operating point 

Calculation example

Calculation example:

Parameters:

• (Flow) Q = 42 m3/h

• (Static head) Hg= 40 m

• 70m DN80 pipe

How To Select The Right Pump

Calculation of friction:

70 m Ø 80 pipe= 5,25 m

 

+ 15 m of minimum residual pressure at the highest outlet for appliances

20,25m

1Foot valve

2 - Length 

3 - Pipe

4Total Head =

40m + 20,25m = 61.55 m

STEP 3: PUMP

The golden rule is to choose a pump at the BEP!

Ideal selection zone

Ideal Selection zone Foras

1Total head 

2 - Flow

B.E.P - Best Efficiency Point

1 - High temp. rise

2 - Low bearing/seal life

3 - Reduced Motor Efficiency

4 - Low bearing/seal life

5 - Cavitation/high temp.Rise

Pump. Step 3
Throttle control Foras

1) Throttle control:

In case of a selection at the far right-end of the curve, the flow rate is easy to control and can be reduced through a valve at outflow:

 

this will assure the correct pump operating condition.

1Head

2 - Flow rate

3 - Pump curve 

4Throttled curve

5System curve

2) Variable Speed Control / Inverter:

Constant pressure at different flows

Constant pressure at different flows

STEP 4: NPSH

NPSH Foras

Pay attention to the suction capability of the pump, the “Net Positive Suction Head” required (NPSHr).

 

 

Its value is obtained in accordance with the flow

NPSH. Step 4
Check the following simplified formula

Vapour

pressure values

NPSH available

NPSH required

Check the following simplified formula for free-cavitation condition:

Where:

Hb = Atmospheric pressure (10 m)

h = Suction lift

Hf = Friction loss in the suction pipe (m)

Hv = Vapour pressure of the liquid (m);

Hs = Safety factor (about 0.5 m)

Diagram of manometric suction head with water up to 100 °C

Diagram of manometric suction head with water up to 100 °C

​Water Temperature in degrees Celsius

Manometric suction lift

(mwc)

Positive suction head (mwc)

1Practical curve

2 - Theoretical curse

Cavitation

As the liquid travels through the pump the pressure drops and if it is sufficiently low (below vapor pressure) the liquid will vaporize and produce small bubbles: these bubbles will be rapidly collapse due to the pressure created by the fast moving impeller vane

Cavitation Foras

Rotation of Impeller

Collapsing bubbles

Vapor bubbles

Along with the noise, the shock of the imploding bubbles on the surface of the vane produces a gradual erosion and pitting, thus resulting in the pump damaging

It is often possible to adjust the flow via a gate valve on the delivery side, which will decrease the NPSHr (which is flow dependent) and restore the correct pump operating conditions.

Cavitation2 Foras

Problems at the pump

Faults

Possible causes

Jammed pump 

This may happen after periods of inactivity due to inner 
oxidation.
To release smaller sized monobloc electro pumps use
a screwdriver at the notch on the back part of the shaft.
For the larger sizes, turn on the shaft or the flexible coupling. 

Pumps which do not prime

Pump and/or suction pipe with air entrapped. Uncompleted priming or totally unprimed. Possible air entering from taps, drain or fill plugs, joints or stuffing box. Foot valve not fully immersed in the fluid or obstructed by deposits. Suction lift too high compared with the capability of the pump.Wrong direction of rotation.Wrong number of revolutions.

Insufficient flow

​Piping and accessories of too small a diameter which cause too high head loss. Jammed impeller with presence of debris in the vanes.
Corroded or broken impeller. Impeller wear rings and/or pump casing worn by abrasion. Gas presence in the water, or too high fluid viscosity in case of fluids different from water.

Noise and vibrations in the pump

Unbalanced rotary part or worn ball bearings.

Pump and piping not
properly secured.

Too low flow rate for the selected pump.

Operation with cavitation

Overloaded motor

Pump characteristics higher than those of the plant
Fixed and rotary parts in contact tending to seize owing to a lack of lubrication. 
Too high rotation speed.
Wrong mains supply 
Poor unit alignment 
Fluid with too higher density than the design

STEP 5: DRIVING DEVICES

Drive. Step 5

Automatic working pressure systems, ready for the installation.

 

Composed by pump, pre-rated and adjustable pressure switch, pressure gauge, connector, membrane tank and cable with plug.

SUPERDOMUS

SUPERDOMUS Foras

HIDROMATIC - HIDROTANK

Electronic flow control devices

Start and stop the pump in accordance with the opening and closing of the taps

HIDROTANK Foras

Variable speed drives / Inverters: EPIC & IPFC

Maximum efficiency coupled with minimum energy consumption:

control pump operation for constant pressure at different working conditions.

Variable speed drives

EPIC

For domestic systems with single phase supply

EPIC Foras

a) EPIC provided with the pump (wall kit available)

b) PUMPSET + EPIC provided with the pump (wall kit available) + a tank + a gauge and a connector with a non-return valve

IPFC

IPFC Foras

For residential, commercial or industrial use for more powerful pumps

ULTRA + IPFC with the pump (wall kit available)

ULTRA + VDS BOOSTERSET

Foras Booster set
Foras Booster set

Constant pressure booster-set with 2 / 3 / 4 / 5 pumps controlled by EPIC / IPFC.

Glossary of water pump terms

Flow

Pump capacity refers to the measurement of how much liquid a pump can handle within a specific time frame. This capacity is typically expressed in liters per minute (L/min), liters per second (L/sec), or cubic meters per hour (m³/hr).

Head

In fluid mechanics, "head" is a term used to describe the energy stored within a fluid as a result of the pressure applied to its container. It is measured as the vertical height of the fluid column, where a standard unit of 10 meters is equivalent to one atmosphere or 14.7 pounds per square inch (psi).

Pressure

Back-pressure refers to the resistance encountered by a pump on its discharge side due to factors such as the height of the fluid column (head) or any other constriction in the system.
 

Friction Loss Head

The head generated by friction of moving liquid, against the walls of the discharge pipes. 

NPSH (Net Positive Suction Head)

The energy needed to ensure the entry of liquid into the pump volute, sourced from external factors such as static head or atmospheric pressure.

Cavitation

Cavitation happens when there is inadequate Net Positive Suction Head (NPSH), resulting in excessively low suction pressure that triggers cavitation. This phenomenon leads to erosion on the metal surfaces as vapor bubbles collapse, causing the liquid to rapidly rush into the surrounding areas. This sudden rush creates a water hammer effect.

Performance Curve

The graph illustrates the relationship between the total head and flow rate for a particular pump, featuring a specific impeller and its unique set of characteristics.

Pipe Friction Loss

Head loss occurs as a result of the friction between the process fluid and the pipe walls and joints.

B.E.P. (Best Efficiency Point)

The conversion of kinetic energy into pressure energy by a pump is not achieved with 100% efficiency. Losses occur due to factors such as friction in seals and bearings, as well as friction of the pumped fluid over the impeller. The Best Efficiency Point (BEP) represents the volumetric flow rate at which the pump is designed to maximize the conversion of kinetic energy into pressure energy.

Glossary
B.E.P
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