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Pumps in Parallel 2

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impeller1

Mechanical
Sep 16, 2009
76
TT
Good day,

My Boss threw an idea at me which while sounds correct in theory, I'm not sure how accurate it is practically. We have 6 vertical pumps in parallel and there's a discharge gauge on each. We have no individual flowmeters, just a total flow of all 6 pumps from the header. My boss was suggesting to check the power required by the pump and use this value on the power curve to obtain a flow value and then plot this on the performance curve with the pressure value from the gauge. Is using the power to obtain a flow value accurate?

Thanks
 
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Probably not. It depends on the power curve. We have used exactly the technique that you describe for some big cooling tower pumps where it is impossible to get individual flow measurements. And, in general, it has worked to help us understand which pump is the weakest of the bunch. But, we don't use it to do detailed analysis of each pump condition. It is more a screening tool. If the total flow drops below some limit, we use the motor amps to decide which pump to pull for overhaul. But, there are a number of potential problems. Some big vertical turbine pumps have a power curve with a hump in the middle. There could be two points with the same power. Some of these pumps have a horsepower curve that increases to shut-off. Some of them have a hump plus a rise to shut-off. There could be as many as three points with the same power. So, in order to know where you are on the curve, you need to trend the motor power on an ongoing basis. If you have a baseline reading on a freshly overhauled pump, and trend it monthly, you can distinguish where you probably are on the curve as the amps decrease and then increase again. But, if you wait until you have a low total flow problem and then go out to take amps, you may not be able to tell. Of course, if your power curve is continuously rising as flow increases, then it is easier. If the power curve has a long flat section, it may be difficult to distinguish where you are at. In any case, beware of inaccuracy. The power curve is based on a pump in new condition, running over a range of flows. You are looking at a pump that may be in degraded condition with extensive internal recirculation through open clearances. You cannot get an accurate measurement of pump performance. You can only get a relative measurement of which pumps are probably stronger and which ones are probably weaker.

Johnny Pellin
 
Yes JJPellin is correct, but you can get a good indicator of the flow if you take the motor power, and put that onto the pump curve, and then plot the head on the curve also. this will give a good indication on the flow.

Hopefully you have got a performance test curve for each pump. if so then you are better getting the head generated from each pump using a pressure gauge at the pump discharge, and having a pressure gauge at the pump suction.

take the suction pressure from the discharge pressure and you have the pump generated head. plot this onto the pump perf curve and this should give you the flow.

this is better than trying to use the power to get the flow.
 
There is one problem with the use of discharge pressure to estimate flow. If the system is set up the way ours are, the discharge lines are in a common manifold with no significant pressure drop between them. In other words, by definition, you will always measure the exact same discharge pressure for all running pumps. This provides no usefull information to diferential between a strong pump and a weak one.

Johnny Pellin
 
You will also want to verify that you don't have impeller problems (wear, wrong size, wrong trim, clearance, etc.) by making sure that each pump's dead-head head is about what you would expect it to be. You also need to be pretty sure of your efficiency curves for both the pump and the motor before the power draw itself becomes a meaningful indicator of flow.

I have used portable Polysonics Doppler meters before to get flow measurements (circa 1990s) when I otherwise had no device to rely on. I rented them typically for about $100.00 per day. There is probably even better technology today.

Regards,

SNORGY.
 
If you have a check valve in the outlet of the parallel pumps, try taking an x-ray (sideways, like you do for a pipe weld) of the six check valves.

Whichever is shut (or only partially open) is attached to a failing/failed pump.
 
Even if you were able to do this in spite of the obstacles mentioned above, in order to obtain the power you will need to know the power factor accurately at the pump motors. Do you have the capability to determine that?

I once had to use the technique you want to use in a power station to corroborate the flow data I was getting from the condenser DP and from the TDH measurements across the pumps and fortunately they knew their station PF, so the technique worked and the flow measurements checked out.

rmw
 
rmw makes an excellent point. If you hope to have useful accuracy, you will need to know the motor efficiency, power factor and actual operating voltage.

Johnny Pellin
 
Well we have a 701 relay that allows us to read the power straight off it so we don't have to calculate it.

Another question on this topic, what's the theory behind lowering of the water level in the basin, and the apparent increase in the horsepower required by the pump. When the level is raised, the power required is less. Why is that?
 

The Brake Horse Power, that is the work done by the pump is

BHP = (Ht * Q * SG)/(3960 * Eff)

Where:

Q = flow rate
SG = liquid specific gravity
Eff = pump efficiency

Increasing the suction head Hs (reservoir above centerline of the impeller) the total differential head Ht decreases:

Ht = Hd – Hs (being Hd the total discharge head)

So decreasing Ht, BHP decreases as well.
 
I was considering that same calculation you performed above, however, in order to find the total head, Ht, won't your suction head have to be referred to the same datum as the point you're taking your discharge pressure. In this case, since they're vertical pumps as stated above, wont it be like a suction lift? since you'll have to then add the distance of the water level below the datum to the point you're taking you're discharge from?
 
For vertical pumps the datum point is the entrance eye of the impeller. The formula for the BHP stands still and so lowering the water level in the basin you do reduce suction head and increase BHP.
 
For a vertical radial flow impeller, lowering the sump level will probably lower the power as the head will increase, flow will reduce as the pump moves left along its curve, of course this is relative to the pumps efficiency as the duty point moves to the left.
If a very mixed or axial flow impeller, power will probably increase as the sump level reduces and head increase due to a rising power curve as head reduces for high specific speed pumps.

To say that power will increase for radial flow impellers as head increases assumes that flow remains the same which is unlikely.
 
Artisi is absolutely correct, but the key is in the formula provided by Ione. In order for BHP to increase, you cannot just increase head and leave all other variables constant. Based on the formula, the product of head times flow divided by efficiency must increase for BHP to increase. This requires a particular shape to the curves. Many mixed flow vertical turbine pumps have a tendency to increase BPH as the flow decreases. Most radial flow vertical or horizontal pumps have a tendency to decrease BHP as the flow decreases.

Johnny Pellin
 
impeller,

In your statement you mentioned you don't have individual flow meters... do you have one flow meter on the common header, or a better way to measure total flow?

If all the pumps are identical, and all are reading approx. the same discharge pressures, individual flow of each pump should be directly proportional (ie. 4 pumps in parallel, indiv. flow is 1/4 total flow.)

Did you know that 76.4% of all statistics are made up...
 
dabluffrat,
If all pumps are connected to the same header and operating then all pumps will have the same identical discharge pressure irrespective of individual flowrates.
 
if i have two pumps in series and a recycle line comes after the last pump, how am i going to go about the shutting down procedure?
 
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