12 feet of Sheer Descents

What flow does the Sheer Descent manual say is needed?
 
What is the suction and return plumbing diameter and length?

1725148539064.png
How much projection are you trying to get?

How high are the shears above the coping?

For example if the sheers are 3 foot above the coping and you want 2 feet of projection, you need 20 gpm per linear foot of sheer.

With 5 feet of linear sheer waterfall, you need 75 to 100 GPM for good projection.


For suction, you want to keep the water velocity below 6 ft/sec. For returns, you want to keep the water velocity below 8 ft/sec.

Size.......6 ft/sec......8 ft/sec.
1.5"...........38...............51 gpm
2"..............63...............84 gpm
2.5............90.............119 gpm
3.0".........138.............184 gpm

Assuming a 100 GPM flow rate, the suction should be 3" and I would plumb each waterfall separately with a 1.5" line going to each sheer.

A 2.7 HP variable speed pump or a water feature pump should be used for the pump.



View attachment 419976
 
A 3" suction can support about 138 gpm, which is 11.5 gpm per foot.

Is this plumbed or in the design phase?

If design, I would do a 4" suction, a 2.5" line to the 6 foot sheer and a 2" line to each of the 3 foot sheers with separate valves for each line.

How much projection do you want?

How important is it for the pump to be as quiet as possible?
 
A 4" suction can support up to about 235 gpm, which is about 20 gpm per linear foot of sheer.

If you want to be able to hit the maximum flow rate for the sheers, you will need to provide the necessary plumbing and you will need a big enough pump.

Can you post the pump performance curve for each pump you want to consider using?

Pipe Size and Flow Rates​

You want to keep the water velocity below 6 ft/sec on the suction and below 8 ft/sec on the pressure side of the pump.[7]

Pipe Size6 ft/sec8 ft/sec
1.5"38 GPM51 GPM
2"63 GPM84 GPM
2.590 GPM119 GPM
3.0"138 GPM184 GPM
4.0"235 GPM312 GPM


1725162615845.png

 
A 3" suction can support about 138 gpm, which is 11.5 gpm per foot.

Is this plumbed or in the design phase?

If design, I would do a 4" suction, a 2.5" line to the 6 foot sheer and a 2" line to each of the 3 foot sheers with separate valves for each line.

How much projection do you want?

How important is it for the pump to be as quiet as possible?
Hi James, thanks for your help. We are still in the design phase with plans submitted to HOA but details can still be changed. I haven't received a plumbing plan yet but don't believe there is anything less than 2". Only need enough projection so it doesn't dribble down the face of the column it will be mounted in (4'x4'x4'.) Pump doesn't need to be too quiet. Pool will be on the garage side of the house which is 48' long. Same length as the pool. It is an open area with no immediate neighbors only golf course area. Thanks, the data you posted is a big help!
 
A 3" suction can support about 138 gpm, which is 11.5 gpm per foot.

Is this plumbed or in the design phase?

If design, I would do a 4" suction, a 2.5" line to the 6 foot sheer and a 2" line to each of the 3 foot sheers with separate valves for each line.

How much projection do you want?

How important is it for the pump to be as quiet as possible?
James, this is what we are trying to accomplish. We saw this pool in action but at the time I didn't think to look at the plumbing set up and now no longer have access to the pool. I cropped the image greatly to not offend the owner in case he's on here.
 

Attachments

  • CV-107-scaled-1280x853-1.jpeg
    CV-107-scaled-1280x853-1.jpeg
    34.4 KB · Views: 31

Enjoying this content?

Support TFP with a donation.

Give Support
A 4" suction can support up to about 235 gpm, which is about 20 gpm per linear foot of sheer.

If you want to be able to hit the maximum flow rate for the sheers, you will need to provide the necessary plumbing and you will need a big enough pump.

Can you post the pump performance curve for each pump you want to consider using?

Pipe Size and Flow Rates​

You want to keep the water velocity below 6 ft/sec on the suction and below 8 ft/sec on the pressure side of the pump.[7]

Pipe Size6 ft/sec8 ft/sec
1.5"38 GPM51 GPM
2"63 GPM84 GPM
2.590 GPM119 GPM
3.0"138 GPM184 GPM
4.0"235 GPM312 GPM


View attachment 607502

 
I would do a 4" suction, a 2.5" line to the 6 foot sheer and a 2" line to each of the 3 foot sheers with separate valves for each line.

You need a filter for the sheers to prevent debris clogging the slits.

I would use a IntelliFloXF VSF or a WhisperFlo XF VS 5HP Variable Speed Pump.



1725200801017.png


GPM/FT..........Total

Can use 3" Suction.

10....................120 Weak.

11....................132
________________________________
Requires 4" suction.

12....................144

13....................156

14....................120

15....................168 Medium.

16....................192

17....................204

18....................216

19....................228

20....................240 Strong.
 
Last edited:
The number one mistake builders make is undersizing the suction and this can cause the pump to cavitate or underperform.

The maximum head loss for the suction needs to be less than 17 feet at full capacity.

Most builders will design the suction at 3" for this, but this is not adequate in my opinion.

The second most common problem is that the returns are ran as a single line to the fountain and then branched out to the individual sheers.

This results in uneven performance.

You want the ability to operate 1, 2 or 3 sheers independently and you want the ability to adjust each line individually to correct any imbalance.

Even a tiny bit of unequal flow can be annoying.
 
Wall suctions will pick up less debris than floor suctions, but having only 2 suction points presents a hazard at full flow.

4 suctions reduces the suction at each and this is much safer.

Also, wall suctions are rated for less flow than floor suctions.
 
Last edited:

Enjoying this content?

Support TFP with a donation.

Give Support
Thread Status
Hello , This thread has been inactive for over 60 days. New postings here are unlikely to be seen or responded to by other members. For better visibility, consider Starting A New Thread.