valvecrazy
Since you did not post a separate thread I thought that I would respond here.
#1
By knowing how to size and spec the right pumps, and by using mechanical means of varying the flow if necessary, there are NO energy savings by using VFDs.
This sentence does not quite make sense but I think that I know what you mean. For constant flow applications I don't think that anyone would argue with you that sizing the pump correctly and choosing a pump with a high efficiency at the expected pumping point is the best option. VFD's are used where variable loads or variable flows are expected. You state that one should use mechanical means for varying the flow if necessary. I assume that you would mean a valve in a liquid fluid system and a discharge damper in a fan system. Across every valve there is a flow (Q) and a pressure drop (H). The energy required to pump this flow across the valve is (Q*H)/(3960*%eff) where Q is flow in gpm, H is pressure drop across the valve, and %eff is the percent efficiency of the pump and motor combination. Therefore whenever you put a mechanical means to vary the flow it increases the amount of energy required to pump the fluid. It is true that if you increase the pressure drop across the valve the flow will decrease however the valve is still absorbing energy that does not need to be absorbed if you varied the flow with another method.
#2
Anytime you vary the speed of a pump, you are using more energy per gallon than if the pump were running at its designed BEP. Knowing this, how can anybody say varying the speed of a centrifugal pump with a VFD can save energy?
The first sentence is just not true AND it neglects the fact that when you vary the flow of a pump by "mechanical means", i.e. a valve, you are not running at the BEP and the energy per gallon will very likely be less with the pump that has had its speed varied than the pump that has its flow varied by a valve.
#3
Moving the sweet spot of the curve and maintaining maximum efficiency is just VFD propaganda, when the electric meter is still spinning at the same rate regardless. It is a common misconception that a VFD can slow a properly sized pump down enough to save energy.
The first part of the sentence may be true but you are not moving the "sweet spot" (BEP) with a VFD you are moving the curve. The "sweet spot" as you call it stays in the same relative position on the pump curve. When you vary the flow with a valve the "sweet spot" stays in the same position on the pump curve but the system curve moves out of the sweet spot. Therefore with a VFD you at least have a chance to remain at or near the BEP while with a valve you are almost guaranteed to move out of it (unless you were to the right of the sweet spot to begin with and then you wouldn't have sized you pump correctly as you advocate).
#4
Using your example of the variable flow situation, 1200 GPM, 800 GPM, or 400 GPM, the two curves follow each other so closely that all things considered, restricting with a valve reduces energy consumption as much as varying the speed.
In your first example at 100 gpm you are correct that the energy use is very close between a VFD and a valve throttled system. This was due to the low volume being pumped. Since energy is (as stated above) proportional to (Q*H)/(3960*%eff), when Q is low the energy being used is low. However look at your curves for 800 gpm, there is about a 15hp difference which is over a 17% savings.
#5
Of course a VFD works better with a pump that has a steep curve. This usually means that you have to oversize the pump to be able to (save energy?) by slowing it down with a drive.
A VFD works the same no matter what the slope of the pump curve. However the steeper pump curve will allow you to slow the pump down more in applications with high static head if that is what you mean. The slope of the pump curve does NOT mean that you have to oversize the pump or necessarily affect the efficiency of the pump. You choose the pump with the shape of the pump curve that you desire based upon your application. If you had an application where the static head varied considerably you would want a steeper pump curve so you at least still pump some water when the static head increased.
#6
Submersibles are about 80% of my business, and if the head requirement is 230', it will always be 230'. The well is not going to change from 230' deep to 120' deep just to help a VFD be more efficient. When the head is constant, as it is with nearly all pumping applications, it doesn't matter if it is submersible, centrifugal, or turbine, I can nearly always pick a pump that will save just as much energy by using a valve, as when using a VFD.
The water level in many wells will change depending on the weather. Some wells will easily change their standing water level by 100'. Then there is something call "drawdown". The well will have a replinishment rate usually measured in "ft of drop per 100 gpm". For a value of 10 this means that the well pumping water level drops 10 feet for every 100 gpm produced. Therefore at 1000 gpm the water level would drop 100' and at 500 gpm the water level would drop 50'. Therefore at 500 gpm output your static head would drop 50' from the 1000 gpm output. Also it is not true that almost all pumping applications are constant head. Most farmers (and other systems) really only care about the flow, not the head. The head is kept high so that the desired flow will occur in all situations. Another example of changing head requirements is a recent VFD application that I analyzed. The farmer had 200 acres of strawberries. When first planted he would sprinkler irrigate the strawberries which required a high flow and high head. Once established he would drip irrigate the strawberries which required a low flow and low head. A perfect VFD application. He got a $5,000 incentive from the local power utility to install the VFD based upon a 62,500 kWh savings for a year. Goulds (the largest pump manufacturer in the world and someone that makes their money in pumps, not VFD's) has introduced some rebranded VFD's (from ABB and A-B) with special software that really makes them quite clever and energy efficient. The link to this information is
I highly recommend that you read it. You are correct in your thinking that the higher the percentage of static head/total head in your application, the less energy the VFD can save. However any time that you can slow the speed of the pump down instead of throttling you will save energy (neglecting VFD efficiency).
A true constant head system only exists in two scenarios, both of which do not occur very often. The first is if there is no flow. If there is no flow there is no friction loss and therefore head is constant although there is no need for a pump. The second is if there is no piping system. You don’t see that very often either. Actually if you had a pump between two tanks without piping there still is losses due to the contraction of the flow into the suction and expansion of the flow from the discharge. If it didn’t expand or contract then you would have to have a pipe on the suction and discharge. If you had a constant flow single circuit piping system it would be constant head. Then of course you would NOT need a valve to control flow. Any time you have a valve in place to control flow then it will not be a constant head system. Whatever pressure drop occurs across the valve could just as easily been achieved by reducing the speed of the pump to reduce the flow (and the pressure).
#7
Look at it this way. When the pump has been up-sized to work with a VFD, high flow of 1200 GPM at 100 HP is using .0833 HP per gallon. This is not even counting parasitic and other losses from the VFD. When slowed with a VFD to 100 GPM and using 40 HP, that is .4 HP per gallon produced. That means when the VFD is being used for low flow, it is actually burning .3167 extra horse power per gallon produced.
The pump is NOT upsized to work with a VFD. You can add the VFD to the pump that has been sized perfectly by you (or has already been installed by someone else). If you ever want to reduce the flow, you slow the pump down, you DON'T throttle the pump. I am attached some pump curves with system curves drawn on them. I think that the problem that you have in conceptualizing a VFD pumping system is that you do NOT see the system curve on the pump curve. The system curve is the head loss of the piping system as a function of flow. The head loss is proportional to the flow squared and therefore the system curve will be rising curve from left to right. The flow is ALWAYS were the pump curve and the system curve intersect. Closing a valve (throttling) changes the shape of the system curve and pushes it to the left. Slowing a pump down keeps the shape of the pump curve but reduces it size towards the origin of the pump curve (the same way that reducing the size of the impeller is shown on a pump curve).
I have taken the pump curve that you scanned and marked it up. I have assumed that the static head is 120’. If you try to state that the static head is 231’ then I will say that you could not have gotten 1200 gpm since 1200 gpm would have had at least 4.4’ of head loss in 200’ of pipe (out of the well). I will state again that the higher the percentage of static head/total head the less energy can be saved by using a VFD. Once static head/total head is greater than 80% it is very difficult to save any energy. Back to the example, at 100 gpm that you used previously, the pressure in the system would actually be about 121’ of head (see system curve) and therefore the VFD could be turning at about 72% speed or 2569 rpm. Assuming the same efficiency as that pumped at 1200 gpm (it won’t be but it will be more efficient than throttling) you would have the following horsepower (100*121)/(3960*.7) = 4.5 hp. Even if you assume the same efficiency as the throttled pump (about 13.88%) the horsepower used with the VFD is 22hp, about half that used with the valve.
If you don't understand my examples take a look at
In this article if you increased the static head the red line would just move upward but in its same relative position. If the pump curve was flatter you could not drop the speed of the VFD quite as much but you can still drop it more than you normally calculate because the shape of the system curve slopes downward to the left. You need to realize that only the static head is constant, the friction loss due to flow varies with the square of the flow.
The valve I am referring to only has 7 PSI friction loss at 1200 GPM, which is the only time a valve is actually burning energy. When a valve is used to further reduce the flow, the excess head produced is actually a free by-product, as throttling causes a reduction in power.
I think that you should re-examine this statement to see if you really want to stand by it. Let's examine it very closely. First let us assume a static head of 120', a little more than half of the 231' that you have at 1200 gpm. At full 1200 gpm your valve is burning (1200*7*2.31)/(3960*.7)= 7hp. At 100 gpm your valve has a pressure drop of 270-121=149’ (remember the system curve shows a total head of 121 feet at 100 gpm). Therefore the valve consumes (100*149)/(3960*.1388)=27.1hp. Yes your pump uses less energy than when it was pumping at 1200 gpm but it still wastes energy across the valve. Think of it this way, you could put a small turbine in place of the valve to produce the pressure drop and generate electricity.
I recommend for you the VFD savings calculator by ABB. It takes into account the static head, the efficiency of the VFD, the slope of the pump curve, and the present or proposed method of controlling flow (throttling valve, on/off, etc.). It then calculates the savings available for installing a VFD. You can find this software at
Play around with it and you can see how static head and pump curve shutoff head affect energy savings. I will vouch for the accuracy of the software.
I also see that you made a post since I started this humongous post. If you actually work with the either utility you know that they have a fleet of over 40 pump testers who test efficiencies of pumps, that these pump testers recommend VFD’s in certain specific cases, and that what you describe does not even follow the SPC (Standard Performance Contract) energy savings software that both utilities REQUIRE to be used for energy savings calculations (you can download it at
I don’t expect this post to sway you much but I would be happy to meet you at either PG&E’s Pacific Energy Center in San Francisco, SCE’s CTAC in Irwindale, or SCE’s AgTAC in Tulare if you need to see how VFD's work in pumping systems. The latter would probably be best so we could do a pump test right on the site (they already have it set up to prove everything that you say isn’t so).