The main functions of the pump casing Includes:
N.B – DYNAMIC HEAD IS ONLY DEVLOPED BY THE IMPELLER
Pump casings can be of various geometric profiles, such as, Volute (single & double) or Concentric.
We know that developed pressure is, P = ρ.g.H
Where ρ is density of fluid, and H is head of fluid column
So, Pressure developed by the pump handling kerosene = Pressure developed by the pump handling water
Or, ρkerosense . g . Hkerosene = ρwater . g . Hwater
Or, Head of water column = (ρkerosense . Hkerosene) / ρwater
Or, Head of water column = (100*0.8*1000)/ (1000) = 80m
10″x12″-13″ Size chilled water supply pump supplied to Australia
Vapour pressure head (hvap) = 0.5 m
Atmospheric pressure head (ha) = 10.3 m water column.
Gauge pressure reading at suction vessel (Pg) = 0 so hg = 0 m
The frictional head loss (hf) in piping is 0.5 m
The suction lift (hss) = 5.0 m
NPSH available
= ha + hg – hss – hf – hvap
= (10.3 + 0 – 5 – 0.5 – 0.5) m
= 4.3 m
FPSO Vertical fire water pump 10″x12″x25″ in ductile NiResist. Specila construction to ensure vibration free operation
Cavitation mainly occurs on the suction side of the pump at the inlet portion of the impeller. However, cavitation damages may also occur on discharge vane tips & volute tongues on the delivery side of the pump.
Description | No. |
---|---|
a. System Resistance Curve | |
b. Friction Head | |
c. Static Head | |
d. Total Dynamic Head | |
e. Head Capacity Curve | |
f. Operating Point |
ESL 350x300-400 for air-conditioning application in an airport in China
Description | No. |
---|---|
a. System Resistance Curve | 2 |
b. Friction Head | 5 |
c. Static Head | 4 |
d. Total Dynamic Head | 6 |
e. Head Capacity Curve | 1 |
f. Operating Point | 3 |
Our Compact Split Case Pump High Pressure Application Ductile Iron Casing
The most important criteria for predicting the type of flow through an impeller is to determine the Specific Speed of the pump. Specific speed is a design index used to determine the impeller type. Mathematically,
To relate the range of Specific Speed with the type of Impeller/flow, we may consult the following chart for reference.
Our Two-Stage Pump For High Pressure Pipe Line Duty
Horizontal Sewage Pump With CF8M Impeller For Sewage Treatment Plant
1250 GPM Fire Pump for 200m & higher heads supplied by us
The following is a list of the Test Reports as required by a user:
Please identify the QA document which contains the appropriate test report from the following options:
A. | B. |
C. | D. |
4′ x 4′ Small Range Vertical Sewage Pump
Different types of Impellers developed by our Team at Pumpsense
Different types of Impellers are designed and used as we require a huge range of operation for pumps, in general, which cannot be satisfied with a single type. The type of Impeller to be used in a particular application depends on the duty point, according to which various types of Impellers are designated.
Duty point refers to the (1) flow rate and (2) head required to be supplied by the pump at (3) a given running speed. For the purpose of design, a design index has been defined called the Specific Speed of the pump. This incorporates the three important parameters of duty point to yield a single design index to ascertain the type of Impeller required for a particular application.
Mathematically, Specific Speed is defined as:
Different types of Impellers according to Specific Speed:
So, Specific speed is largely related to the discharge angle, relative to the inlet. This, in effect, determines the smoothness of flow transition inside the impeller, which, in turn, determines efficiency.
Can you place the correct efficiencies in the appropriate boxes?
Pump Size | Best efficiency duty point at 1480 rpm | Efficiency |
---|---|---|
A. 125x80-400 | 140 m3/hr, 50m | |
B. 125x100-400 | 190 m3/hr, 50m | |
C. 150x125-400 | 300 m3/hr, 50m | |
D. 200x150-400 | 450 m3/hr, 50m |
All the pumps generate the same head and impeller diameters are identical (400mm) - Why are the efficiencies different?
ISO 2858 End Suction Pump 250x200-315 used for air conditionong applications
The efficiency of the models are as follows:
Pump Size | Best efficiency duty point at 1480 rpm | Efficiency |
---|---|---|
125x80-400 | 140 m3/hr, 50m | 72% |
125x100-400 | 190 m3/hr, 50m | 75% |
150x125-400 | 300 m3/hr, 50m | 81% |
200x150-400 | 450 m3/hr, 50m | 83% |
The Specific Speed & Flow-rate to running speed ratio is calculated to compare with standard chart:
Pump Size | Best efficiency duty point at 1480 rpm | Sp speed | Q/N (gpm/rpm) |
---|---|---|---|
125x80-400 | 140 m3/hr, 50m | 801 | 0.4165 |
125x100-400 | 190 m3/hr, 50m | 933 | 0.56525 |
150x125-400 | 300 m3/hr, 50m | 1173 | 0.8925 |
200x150-400 | 450 m3/hr, 50m | 1437 | 1.33875 |
The above efficiencies can be predicted by consulting the following chart. As a general rule, given two pumps of same specific speed, the one with higher flow rate will give higher efficiency.
Efficiency as a function of specific speed and (flowrate/rpm)- Hydraulic Institute Standard
S/N | SPEED (RPM) | HEAD (m) | FLOW (Litre Per Sec) |
---|---|---|---|
1 | 1480 | 20 | 100 LPS |
2 | 1480 | 22 | 140 LPS |
3 | 1000 | 80 | 564 LPS |
4 | 1480 | 100 | 564 LPS |
Compact Split Case Ship’s Fire Pump used for Firefighting Application
FIRST PUMP
Head - 20m, Flow - 100LPS = 360 M3/HR
First we have to select a pump from range chart.
A range chart depends on several parameters. First you have to fix these parameters, to select appropriate range chart.
Parameter Name | Available Type | Selection Criterion | Selected Functions |
---|---|---|---|
1. PUMP TYPE | CSC, EMF, ES, ESL, HS, HST, SEWS etc. | Every pump has its own benefits and limitation and specific operation conditions and suitability. BASIC functions are preference, available NPSHA, overall SIZE, pumping fluid conditions. | As here, NPSHA, suction condition, size etc. are not mentioned, we choose HS range |
2. MOTOR TYPE |
2 pole 50hz, 3000rpm 4 pole 50Hz, 1500rpm 4 pole 60Hz, 1800rpm 6 pole 50Hz, 1000rpm 6 pole 60Hz, 1200rpm 8 pole 50Hz, 750rpm 8 pole 60Hz, 900rpm |
RPM= 120f/P f= frequency P= no of pole Here, RPM=1480 Which is nearly 1500. And taking f= 50Hz, we have p=4. |
From this range chart, it is obvious that either 6HS12 OR 8HS12 is suitable for this job.
Next step is to go through the performance curves of these two pumps.
PERFORMANCE CURVE OF 8HS12
As we can see, the duty point is almost out of its Allowable Operating Zone, so we check the performance curve of 6HS12
PERFORMANCE CURVE OF 6HS12
So, it is obvious that 6HS12 is the most suitable pump for this given duty.
SECOND PUMP
From the range chart, we select 8HS12 and verify it with its performance curve.
PERFORMANCE CURVE OF 8HS12
THIRD PUMP
Pump type = same
Motor type = 6 pole 50hz
16HS32 is the available option.
PERFORMANCE CURVE OF 16HS32
FOURTH PUMP
Here only RPM has changed, so motor type will be 4 pole 50 hz 1500 rpm.
Possible pumps are 14HS26, 12HS23, 10HS22, 14HS24
PERFORMANCE CURVE OF 14HS26, 12HS23, 10HS22, 14HS24
So the 4th pump will be 12HS23.
Our ESL 400x400-450 supplied for an industrial cooling water application in West Africa.
Example of a pump brochure as per ISO 2858.
High speed mine dewatering pump- 8′x10′-26′. Double Volute Construction. Twenty units supplied to Atlas Mining in Philippines.
API pumps ensure highest reliability and to do so it uses large bearings and advanced sealing system which consumes more energy. Though it ensures safe operating conditions the power consumption in API pumping system is high. So, it has moderate environmental impact with high life cycle cost and also power consumption is more, so efficiency is not optimum.
Our CSC range: Large shaft and low shaft span
Two ISO 2858 End Suction Pumps Supplied in Ductile Ni Resist Construction for sea water application to an Australia
Parameters | Pump model- 6x8-21 | Pump model- 8x10-14 |
---|---|---|
Rated capacity | 450 m3/hr. | 750 m3/hr. |
Rated head | 90 m | 36 m |
Impeller diameter | 540 mm | 360 mm |
Impeller width at outlet (including shrouds) | 40 mm | 76 mm |
Speed | 1480 rpm | 1480 rpm |
Type of casing | Single volute | Single volute |
Type of impeller | Double entry | Double entry |
Which of the following statements is true?
27 Nos. of Vertical 8′×10′-26′ Mars Tanker Cargo Pumps were supplied to UK Navy
So, option (c) is right
In double entry impeller the axial thrust is almost negligible.
So, option (A) is invalid.
By the curve and calculated data from equation 2 we have,
Optimum efficiency of pump 6x8-21 nearly 82%
Optimum efficiency of pump 8x10-14 nearly 86%
8x10-14 is likely to be more efficient than 6x8-21
So, option (B) is wrong
Our Sewage Pump used for solid handling application
The functions of a shaft sleeve are the following:
Note-Leakage is prevented by the use of Gland Packing/ Mechanical Seal
Our 10′x12′-22′ two stage pump supplied for mine dewatering duty to Australia
In a two-stage pump, the working fluid passes through the first stage impeller leading to a rise in pressure. This pressurized fluid then enters the second stage impeller for subsequent rise in pressure. This is equivalent to two pumps working in series with each other. Thus, the following discussion about series operation is applicable for multi-stage pumps too.
Our Double stage, double entry packed gland fire pump
In gland packing application , fluid leakage is mandatory as the leaked fluid act as a lubricating agent, which reduces the friction losses and at the same time cools the package temperature. Now, if the leakage is reduced to zero by tightening the split glands, this increases the friction and heats up the packing and as a result burns the packing. So a control leakage is necessary for sound operation of the pump. Gland packing is also known as a soft type packing. Leakage from gland packing also helps us to know about the impending failure depending on the amount of fluid leaking from it.
Shaft of a double stage pump
The shaft primarily takes the radial load applied by the fluid on the pump. In a double volute casing radial thrust is very less, so the necessity of a shaft with large diameter is not required.
All Bronze Casing of End Suction Model
Function of casing
N.B: DYNAMIC HEAD IS ONLY DEVLOPED BY THE IMPELLER
Double Entry Impeller of Splitcase model
He = U2VU2 / g
Here U2 = ΠD2 N / 60 , so U2 is a function of rpm and outside diameter
And Vu2 = V2cosβ2 so, Vu2 is a function of absolute velocity and outlet angle.
Power absorbed is given by:
BkW = (Q×H×S.G.) / (3.67×efficiency)
Q – Flow rate in m3/hr
H – Total Dynamic Head in meter water column (m)
S.G – Specific Gravity of the working fluid
Split Case Pump model 8HS26
H(m) = static lift + sum of total friction losses in suction line + sum of total friction losses in delivery line + delivery head
= 1.5 + 1.5 +5 + 22 + 5 = 35m
BkW = Q×H×S.G. / 3.67×efficiency
= 450×35×1(assuming water) / 3.67×80
= 53.6 Kw
General purpose two stage pump
Pump developed head is a system function that is constant. So, the developed head remains same.
Head developed by the pump handling brine = head developed by the pump handling water
Developed Pressure by the pump handling brine / specific gravity of brine = Developed Pressure by the pump handling water / specific gravity of water
Developed Pressure by the pump handling brine = 100 x 1.2 / 1 = 120 psi
In the same way, Developed Pressure by the pump handling kerosene = 80 psi
Single Entry Impeller – End suction pump
The affinity laws of centrifugal pumps suggest that pump capacity varies directly with the impeller diameter, pump head as the square of the diameter and power as the cube of the diameter (assuming the efficiency is unchanged). So, the efficiency will be 82% (unchanged)
Flow calculation
Q2 = Q1× ( D2 / D1 ) = 500× ( 490.5 / 545 ) = 450 m3/hr
Head calculation
H2 = H1 × ( D2 / D1 )2 = 90× ( 490.5 / 545 )2 = 72.9 m
Power calculation
P2 = P1 × ( D2 / D1 )3 = 149.5× ( 490.5 / 545 )3 = 109 KW
Capacity | 2400 m3/hr. |
Head | 150 m |
Efficiency | 86% |
Speed | 1800 rpm |
Medium | Sea water (sp. gr. = 1.03) |
Driver | Main propulsion engine through power take-off and gear box |
The manufacturer can test pump at his works, using one of the test motors at six pole speed (1000 rpm synchronous). What will be the rated duty condition of the pump at 1000 rpm at the test bed and what should be the rating of the test- motor. Test bed uses clean cold water (sp. gr. = 1.0) for testing.
FiFi pump - 5SF19S with engine
Q2 = Q1× ( N2 / N1 ) = 2400× ( 1000 / 1800 ) =1333 m3/hr
H2 = H1× ( N2 / N1 ) 2 =150× ( 1000 / 1800 ) 2 =46.2m
BKW1 = ( Q(m3/hr)×H(m)×specific gravity / 3.67× efficiency(%) ) = (2400×150×1.03) / (3.67×86) = 1174.83 KW
BKW2 = BKW1× ( N2 / N1 )3 × ( ρfreshwater / ρseawater ) =1174.83× ( 1000 / 1800 )3 ×(1.03)= 195.57 KW
Alternatively,
BKW2=
Q2×(m3/hr)×H2 (m)×specific gravity
/
3.67×efficiency(%)
=
(1333×46.2×1)
/
(3.67×86)
= 195.57 KW
So, motor kW = kW absorbed x 1.15 = 195.57×1.15 = 225kW
From motor catalogue, we select next available power rated motor, motor = 230 kW, 6 pole
Duty point is 1333 m3/hr , 46.2m
Impeller- 5HS12 | Impeller- 6HS17 | Impeller- 6HS22 | Impeller- 8HS26 |
Q = 1110 US gpm | Q = 1760 US gpm | Q = 2200 US gpm | Q = 3170 US gpm |
H = 72 ft. | H = 180 ft. | H = 295 ft. | H = 460 ft. |
N = 1450 rpm | N = 1480 rpm | N = 1480 rpm | N = 1480 rpm |
Pump A | 900 |
Pump B | 975 |
Pump C | 1263 |
Pump D | 1954 |
Pump A | 975 |
Pump B | 1954 |
Pump C | 1263 |
Pump D | 840 |
Pump A | 1954 |
Pump B | 1263 |
Pump C | 975 |
Pump D | 840 |
Pump A | 1263 |
Pump B | 1954 |
Pump C | 975 |
Pump D | 900 |
Pump A | 1954 |
Pump B | 1263 |
Pump C | 975 |
Pump D | 840 |
Mixed flow pump –high specific speed
For Impeller-5HS12 (A)
NS = N.√Q/H.75………(1)
Using (1) we get;
NS = 1954
For Impeller- 6HS17 (B)
NS = N.√Q/H.75………(2)
Using (2) we get;
NS = 1263
For Impeller- 6HS22 (C)
NS = N.√Q/H.75………(3)
Using (3) we get;
NS = 975
For Impeller- 8HS26 (D)
NS = N.√Q/H.75………(4)
Using (4) we get;
NS = 840
Impeller- 5HS12 | Impeller- 6HS17 | Impeller- 6HS22 | Impeller- 8HS26 |
Q = 1110 US gpm | Q = 1760 US gpm | Q = 2200 US gpm | Q = 3170 US gpm |
H = 72 ft. | H = 180 ft. | H = 295 ft. | H = 460 ft. |
N = 1450 rpm | N = 1480 rpm | N = 1480 rpm | N = 1480 rpm |
Pump A | 84% |
Pump B | 81% |
Pump C | 80.5% |
Pump D | 79% |
Pump A | 83% |
Pump B | 78% |
Pump C | 84% |
Pump D | 80% |
Pump A | 82% |
Pump B | 84% |
Pump C | 83% |
Pump D | 75% |
Pump A | 81% |
Pump B | 67% |
Pump C | 85% |
Pump D | 72% |
Pump A | 84% |
Pump B | 81% |
Pump C | 80.5% |
Pump D | 79% |
End suction model of Pumpsense make
Pump name | Flow rate | Sp. Speed | Efficiency |
---|---|---|---|
Pump A | 1110 | 1954 | 84% |
Pump B | 1760 | 1263 | 80.8% |
Pump C | 2200 | 975 | 80.5% |
Pump D | 3170 | 840 | 79% |
Pump A | Pump B | Pump C | Pump D |
Q = 2400 m3/hr. | Q = 1200 m3/hr. | Q = 600 m3/hr. | Q = 300 m3/hr. |
H = 150 m | H = 140 m | H = 140 m | H = 140 m |
N = 1800 rpm | N = 1800 rpm | N = 1800 rpm | N = 2100 rpm |
The suction specific speed (Nss) is given by
(N√Q)
/
((NPSHr)0.75)
where, N = speed in rpm, Q = flow/eye in US gpm and NPSHr is in ft.
Assuming that most commercially designed pumps achieve Nss = 9000 (US units), what would be the expected NPSHr of pumps A, B, C & D if all of them are double suction split-case single
Pump A | 17.2 m |
Pump B | 10.8 m |
Pump C | 6.8 m |
Pump D | 5.3 m |
Pump A | 10.8 m |
Pump B | 6.8 m |
Pump C | 4.3 m |
Pump D | 3.3 m |
Pump A | 6.4 m |
Pump B | 4.1 m |
Pump C | 2.5 m |
Pump D | 2.0 m |
Pump A | 4.3 m |
Pump B | 6.8 m |
Pump C | 10.8 m |
Pump D | 3.3 m |
Pump A | 10.8 m |
Pump B | 6.8 m |
Pump C | 4.3 m |
Pump D | 3.3 m |
ESFX 250-300 - Ship’s external firefighting pump
Rated capacity of each pump - 600 m3/hr
Rated head - 140 m
Static lift (minimum water level to pump center line) = 3.0 m
Total losses in the pipe line (strainer, bend, straight pipe, etc.) = 0.5 m
Vapor pressure = 0.6 m
Atmospheric pressure = 10.3 m
Available NPSH = (10.3 - 3.0 - 0.5 - 0.6) m = 6.2 m
The ship-owner wants to maintain a safety ratio of 1.2 (NPSHa/NPSHr) to prevent cavitation. What is the maximum speed at which he can run a) an end suction pump b) a double suction pump, considering that pumps operate at B.E.P for rated duties and that they have been designed for Nss = 9000 US units?
Clutch mounted Engine driven Ship’s external firefighting pump
As per the question, NPSHr =NPSHa/1.2 = 6.2/1.2= 5.1667
Nmax = ( Nss×NPSHr 0.75 / Q0.5 ) for single suction
Nmax = { Nss×NPSHr 0.75 / (Q/2) }0.5 for double suction
End suction is a single suction design pump, so
Nmax = Nss×NPSHr 0.75 / (Q0.5)
Nmax = 9000× (5.16673.28)0.75 / (600×4.403) 0.5 = 1462 rpm
For double suction design pump
Nmax = 9000*(5.1667*3.28).75 / (600*4.403/2) 0.5 = 2068 rpm
(Given, vapor pressure of water at pumping temperature is 0.5 m & suction vessel is open to atmospheric pressure.)
NPSHr Test Bench at our existing factory
We know,
NPSHa = (atmospheric pressure head - total suction lift - vapour pressure head)
Where, atmospheric pressure head = 10.3 m
Total suction lift = (1.5+1.5) m
Vapour pressure head = 0.5 m
NPSHa = 10.3- (1.5+1.5) – 0.5 = 6.8m
Type of Losses | Labels |
---|---|
A) Entrance Shock losses | 1 |
B) Mechanical losses | 2 |
C) Leakage loses | 3 |
D) Disk friction losses | 4 |
E) Casing hydraulic losses | 5 |
A | 1 |
B | 5 |
C | 2 |
D | 3 |
E | 4 |
A | 1 |
B | 5 |
C | 3 |
D | 2 |
E | 4 |
A | 4 |
B | 2 |
C | 1 |
D | 3 |
E | 5 |
A | 4 |
B | 1 |
C | 5 |
D | 2 |
E | 3 |
A | 4 |
B | 2 |
C | 1 |
D | 3 |
E | 5 |
Centrifugal Split-case pump of Pumpsense make
Head Figures |
---|
A) Static Head |
B) Friction head at duty point |
C) Total Head at duty point |
D) Friction head at 250 M3/Hr. |
E) Total Head at 750 M3/Hr. |
A | 28M |
B | 22M |
C | 50M |
D | 80M |
E | 9M |
A | 22M |
B | 28M |
C | 9M |
D | 50M |
E | 80M |
A | 22M |
B | 28M |
C | 50M |
D | 7M |
E | 85M |
A | 80M |
B | 28M |
C | 50M |
D | 7M |
E | 22M |
A | 22M |
B | 28M |
C | 50M |
D | 7M |
E | 85M |
Our packaged firefighting unit: Ready for installation with system
So, static head = 22m (assuming zero pressure head)
Duty point head = 50m
Friction head = (50-22) = 28m
At 250 m3/hr friction head = (29-22) =7m
Now system curve total head = static head + friction head= 22+ KQ2
Or, 50 = 22 + K×5002 at operating point
Or, k = .00000112
At Q = 750 m3/hr
Total Head = 22+ K×7502 = 85m
N.B: TO ACHIVE THIS HEAD WE REQUIRE 2 PUMPS OPERATING IN PARALLEL.
System | Options |
---|---|
Boiler Feed Pump | A) |
Town Water Distribution | B) |
Heat Exchanger | C) |
Mine Dewatering | D) |
Our Pump used for HVAC application
It is been clear that in boiler feed and mine dewatering pump the static head is dominating comparing to friction head. But in this question the head required is very high, which make the curve useful for mine dewatering.
N.B:- IN Town Water Distribution BOTH STATIC HEAD AND FRICTIONG HEAD are equivalently effective as the water supply pipe line length is long.
Split-Case Pump
In the case of double suction type impeller, the axial thrust is always balanced as fluid is entering into the impeller from both sides thus balancing the axial thrust. But the radial thrust increase if the design operating point is changed.
Point A, B and C should be true.
To make it clear let’s take an example. Suppose, my static head is 20 m, and frictional head, is 10m (calculated by Darcy’s Equation).
Therefore, my system total head will be 30m.
But due to uncertainty of pipe inside area quality, the designer took a factor of 20% above friction head and considering the water level may fall, took a factor of 10% over static head.
So, the total system head is now = (10+ 10%of 10) + (20+ 20%of 20) = 35m.
Hence, the calculated operating point shift leftwards (but the actual opt point is on the right side of that point), (pumps operated at the right of the BEP), so it ensures more rated discharge, and a chance of motor getting overloaded and the chances of cavitation also increase.
Large End Suction Model
In axial flow and mixed flow type impeller the projected area on the shaft is large, though at part flow condition the increased pressure head is not high as radial flow pump. As, Force excreted on the shaft is directly proportional to the developed pressure and projected area, the total thrust is more (due to large projected area).So, point A) is true
In end suction axial flow pump, the overhung length of the shaft increases, so it becomes more unstable due to high shaft deflection in part flow (high radial thrust).Therefore, point B) is true.
And also in case of axial flow type impeller the eye diameter of the impeller is very large resulting in recirculation and part flow cavitation. So, point C) is true.
It also has rising Power curve characteristic towards shut-off because it has very sharp head rise near shut-off condition and poor efficiency. (Power is directly proportional to head and inversely proportional to efficiency) so point D) is true
Item No. & Description of curve | Level |
---|---|
1. H-Q curve of one pump | |
2. System characteristics corresponding to highest water level in suction sump | |
3. H-Q curve of two pumps running in parallel | |
4. System characteristics corresponding to lowest water level in suction sump | |
5. Run-out flow when only one pump operate with highest water level in the suction sump |
A | 1 |
B | 3 |
C | 5 |
D | 2 |
E | 4 |
A | 1 |
B | 5 |
C | 3 |
D | 2 |
E | 4 |
A | 1 |
B | 3 |
C | 4 |
D | 2 |
E | 5 |
A | 1 |
B | 3 |
C | 2 |
D | 4 |
E | 5 |
A | 1 |
B | 3 |
C | 4 |
D | 2 |
E | 5 |
API 610 OH2 – Centreline Mounted End-Suction Pump
12HS13 – Pumps with motor set supplied to BHEL
Entrained air does not reduce the NPSH required by the pump but in turn it reduces the capacity of the pump. But, at the same time entrained air bubbles cushions the destructive effects of collapsing vapor bubbles.
SC | ES |
a | b |
c | d |
e | f |
h | g |
i | k |
j | l |
SC | ES |
a | g |
b | h |
c | i |
d | j |
e | k |
f | l |
SC | ES |
a | b |
c | f |
d | g |
e | i |
h | k |
j | l |
SC | ES |
a | c |
b | f |
d | g |
e | i |
h | k |
j | l |
SC | ES |
a | b |
c | d |
e | f |
h | g |
i | k |
j | l |
Splitcase & end suction pumps for firefighting applications
Case A | Case B | Case C |
---|---|---|
Q = 1362 m3/hr | Q = 2043 m3/hr | Q = 2043 m3/hr |
H = 68.6 m | H = 103 m | H = 68.6 m |
Eff. = 85% | Eff. = 85% | Eff. = 85% |
Power = 300kW | Power = 674.5kW | Power = 449.3kW |
NPSHr = 7.5 m | NPSHr = 7.5 m | NPSHr = 3.3 m |
Vertical Fire Pumps supplied to a shipyard in China
Flow calculation:
Q2 = Q1 × (N2/N1) = 1362 × (1480/980) = 2056 m3/hr
Head calculation:
H2 = H1 ×
(
N2
/
N1
)2 = 45.7 ×
(
1480
/
980
)2 = 104 m
Power calculation:
BKW =
Q(m3/hr) ×H(m) × specific gravity
/
3.67 × efficiency (%)
=
2056×104×1.00
/
3.67×85
= 685.74 KW
NPSHr calculation:
NPSHr2 = NPSHr1 ×
(
N2
/
N1
)X = 3.3 ×
(
1480
/
980
)2 = 7.52 m (ASSUMING X = 2)
N.B - FOR NPSH TEST the speed of rotation should lie within the range of 80% to 120% of the specified speed of rotation, provided that the rate of flow lies within 50% and 120% of the rate of flow corresponding to the maximum efficiency at the test speed of rotation. The value of X = 2 is applicable for this above mentioned condition. Now, if the pump operates near the cavitation limits or If the deviation of test speed from the specified speed is significant, the phenomena may be influenced by, for example, thermodynamic effects, variation of surface tensions or the differences in dissolved or occluded air content. In that case, X= 1.3 to 2.
Cost Heads | Cost Figures |
---|---|
1. Maintenance Cost | a. 10% |
2. Operating Cost | b. 40% |
3. Downtime Cost | c. 25% |
4. Environmental Cost | d. 3% |
5. Installation Cost | e. 10% |
6. Pump Purchase Cost | f. 7% |
7. Energy Cost | g. 5% |
1 | e |
2 | c |
3 | d |
4 | g |
5 | f |
6 | a |
7 | b |
1 | a |
2 | c |
3 | d |
4 | b |
5 | e |
6 | g |
7 | h |
1 | a |
2 | c |
3 | d |
4 | b |
5 | g |
6 | e |
7 | f |
1 | c |
2 | e |
3 | d |
4 | g |
5 | f |
6 | a |
7 | b |
1 | c |
2 | e |
3 | d |
4 | g |
5 | f |
6 | a |
7 | b |
Vertical Split-case Cargo pump supplied in a large quantity for Mars Project
The following is a list of locations within the pump. Please match the location with the type of losses.
Location | Type of Losses |
---|---|
A) Impeller shroud faces | 1) Impeller hydraulic losses |
B) Suction volute | 2) Mechanical losses |
C) Impeller - wear ring gap | 3) Leakage loses |
D) Gland Packing | 4) Disk friction losses |
E) Vane passage | 5) Casing hydraulic losses |
A | 1 |
B | 3 |
C | 5 |
D | 2 |
E | 4 |
A | 1 |
B | 5 |
C | 3 |
D | 2 |
E | 4 |
A | 4 |
B | 5 |
C | 3 |
D | 2 |
E | 1 |
A | 4 |
B | 1 |
C | 5 |
D | 2 |
E | 3 |
A | 4 |
B | 5 |
C | 3 |
D | 2 |
E | 1 |
Vertical Split-case pump with motor
A multi-stage ring section pump is being used for the following duty :-
Capacity | 108 m3/hr |
Head | 500 m |
Speed | 2950 rpm |
Temperature | 900c |
Specific gravity | 0.956 |
Medium | De-mineralized water |
Pump Efficiency | 72 % |
The user needs to plan for a minimum flow recirculation arrangement to prevent temperature rise beyond 80C. As a first approximation, what minimum flow should be considered for the recirculation arrangement?
Customized model : Bottom suction-Top delivery end suction pump
Calculating power absorbed by the pump :
BKW =
Q(m3/hr) × H(m) × specific gravity
/
3.67 × efficiency (%)
=
108 × 500 × 1.00
/
3.67 × 72
= 204.35 KW = 272 HP (considering 1 kw = 0.75 hp)
Hence, minimum flow rate = 27.2 usgpm = 6.1 m3/hr
The user needs to plan for a minimum flow recirculation arrangement to prevent temperature rise beyond 80C. As a first approximation, what minimum flow should be considered for the recirculation arrangement?
Centre-line mounted OH2 API 610 pump
All the other API 610 special design features consume power more than the general common design.
Pump A - 8x8-12 | Pump B - 6x8-14 | Pump C - 6x8-17 | Pump D - 6x8-21 |
Q = 450 m3/hr | Q = 450 m3/hr | Q = 450 m3/hr | Q = 450 m3/hr |
H = 22 m | H = 32 m | H = 55 m | H = 90 m |
N = 1460 rpm | N = 1480 rpm | N = 1480 rpm | N = 1480 rpm |
Which pump is likely to have the highest disk friction loss as a proportion of the power input?
Design tool: CFD software simulation of pump performance & hydraulic losses
Disc Friction loss calculation
PD = k × n3 × D25 (For single entry impeller)
For pump A (Double entry)
PD = k × n3 × D25 = 2 × K × 14603 × ( 12 / 12 )5 = 0.6 × 1010 K units
For pump B (Double entry)
PD = k × n3 × D25 = 2 × K × 14803 × ( 14 / 12 )5 = 1.40 × 1010 K units
For pump C (Double entry)
PD = k × n3 × D25 = 2 × K × 14803 × ( 17 / 12 )5 = 3.7 × 1010 K units
For pump D (Double entry)
PD = k × n3 × D25 = 2 × K × 14803 × ( 21 / 12 )5 = 10.6 × 1010 K units
N.B : To reduce disk friction loss, one can perform high surface finish machining operation near the impeller outlet, as the outlet area causes more disk friction loss (AS PD is proportional to D25).
Split-case marine pump with side suction and top discharge flanges from our SFM range
With increase in width of the wear rings, the resistance to water flow between the clearance of wear rings increase, which in turn decreases the leakage.
Mathematically, leakage gap loss co-efficient decreases so QL DECREASES
Type | Vertical shaft axially split-case |
Capacity | 2200 m3/hr |
Head | 35 m |
Suction | 3.0 m positive head on the suction side |
Supply System | 50 Hz |
The refinery can choose from operating speeds of 3000 rpm, 1500 rpm, 1000 rpm or 750 rpm. Which operating speed is likely to offer the optimum pump suction performance with efficiency?
Two of the 16 ESF (marine fire-fighting) pumps supplied to a shipbuilder in Hong Kong
Either 1000 RPM or 750 RPM will give the maximum efficiency.
Now, NPSHA= 10.3- 0.6+3- losses = (12.7- losses) m
Now considering suction sp speed (s) = 10000 (metric)
NPSHr for 1000 RPM = 5m
NPSHr for 750 rpm =3.37m
So NPSH MARGIN is higher for 750 RPM, however, the pump dimension becomes very high.
So we choose 1000 RPM.
Pump A | Pump B | Pump C |
---|---|---|
Q = 2200 m3/hr | Q = 2200 m3/hr | Q = 2200 m3/hr |
H = 35 m | H = 35 m | H = 35 m |
N = 1480 rpm | N = 980 rpm | N = 740 rpm |
Type - Axially split-case | Type - Axially split-case | Type - Axially split-case |
Huge split-case 16HS21 ready for shipment
As a lower specific speed pump has a higher D2/D1 ratio and a wide optimum zone, pump C will serve our purpose most appropriately.