Leisuretime
Mechanical
- May 24, 2013
- 3
Hello all,
I've been tasked with specifying and planning the installation of a new well water pump, and would like to garnish some opinions from those who have much more experience than I. We had no design data on the original pump and limited information on the piping network. The piping network is simple (only 2 users), but there are several unknowns about the pump and well that give me pause before moving forward. The well pump in question is pictured in the attachment.
Background Info:
The well pump's primary function is to feed a small elevated atmospheric storage tank (15' above grade) during plant operation, which in turn is the suction for 3 pumps. The well pump's secondary function is to feed a fire hose used mainly for washing down surrounding areas when the plant is not in operation (3 pumps from primary function are not utilized during this time). The motor on the well pump is 15HP. I had reasonable access to the entire piping network and was able to identify a demand range (40-100gpm) based on plant data from the 3 downstream pumps.
This is where things get gray. The well itself is old enough to not be listed on the state geologic survey (prior to 1985, this was not required by the state where the plant resides). I assumed the well LLL based on state hydrologic data for the area (25'), added 4' (to account for NPSHr for the new pump), and generated a system curve to use in specifying a new pump.
Questions:
I opted for a VTP as the replacement pump. I think the original pump is a VTP, but am uncertain (came to that conclusion based on the discharge arrangement of the existing pump, and in reading that this is a common application for a VTP). Do you guys have any thoughts on what type of pump the existing one is based on the picture?
I also do not know what the pump-to-well interface looks like. I've seen various well pump mounting flanges or bracket connections across the internet, and am hesitant to assume a standard connection based on the age of the well. The last thing I want to do is procure a replacement pump that doesn't interface properly with the well. I don't think I can avoid breaking up the buildup around the pump until I can see the well-to-pump interface. Does anyone have any suggestions on how to best break up the buildup shown in the photo, without risking damage to the existing pump? Or perhaps an alternative suggestion?
To go along with an unknown well opening diameter or details on the well head, I also do not know the depth of the existing well. I'd like to think my assumptions for LLL and pump NPSHr would keep me out of trouble (hoping the original designer made similar assumptions before digging the well), but a little more certainty that the replacement pump won't bottom out in the well would be nice. Right now I'm hoping there is an access port on the well head that I can use for verify depth with a long rigid object. Would this be feasible, and if there is not an access port, what would you recommend? Do well heads typically provide a means for measuring total well depth, as opposed to just water level?
Thanks in advance for your time and thoughts
I've been tasked with specifying and planning the installation of a new well water pump, and would like to garnish some opinions from those who have much more experience than I. We had no design data on the original pump and limited information on the piping network. The piping network is simple (only 2 users), but there are several unknowns about the pump and well that give me pause before moving forward. The well pump in question is pictured in the attachment.
Background Info:
The well pump's primary function is to feed a small elevated atmospheric storage tank (15' above grade) during plant operation, which in turn is the suction for 3 pumps. The well pump's secondary function is to feed a fire hose used mainly for washing down surrounding areas when the plant is not in operation (3 pumps from primary function are not utilized during this time). The motor on the well pump is 15HP. I had reasonable access to the entire piping network and was able to identify a demand range (40-100gpm) based on plant data from the 3 downstream pumps.
This is where things get gray. The well itself is old enough to not be listed on the state geologic survey (prior to 1985, this was not required by the state where the plant resides). I assumed the well LLL based on state hydrologic data for the area (25'), added 4' (to account for NPSHr for the new pump), and generated a system curve to use in specifying a new pump.
Questions:
I opted for a VTP as the replacement pump. I think the original pump is a VTP, but am uncertain (came to that conclusion based on the discharge arrangement of the existing pump, and in reading that this is a common application for a VTP). Do you guys have any thoughts on what type of pump the existing one is based on the picture?
I also do not know what the pump-to-well interface looks like. I've seen various well pump mounting flanges or bracket connections across the internet, and am hesitant to assume a standard connection based on the age of the well. The last thing I want to do is procure a replacement pump that doesn't interface properly with the well. I don't think I can avoid breaking up the buildup around the pump until I can see the well-to-pump interface. Does anyone have any suggestions on how to best break up the buildup shown in the photo, without risking damage to the existing pump? Or perhaps an alternative suggestion?
To go along with an unknown well opening diameter or details on the well head, I also do not know the depth of the existing well. I'd like to think my assumptions for LLL and pump NPSHr would keep me out of trouble (hoping the original designer made similar assumptions before digging the well), but a little more certainty that the replacement pump won't bottom out in the well would be nice. Right now I'm hoping there is an access port on the well head that I can use for verify depth with a long rigid object. Would this be feasible, and if there is not an access port, what would you recommend? Do well heads typically provide a means for measuring total well depth, as opposed to just water level?
Thanks in advance for your time and thoughts