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Data Summary

 Dual Drain Flow Tests
DYNAMIC DIFFERENTIAL ANALYSIS=
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INTRODUCTION
Data Summary Dual Drain Flow Tests
The prepackaged manufactured sump and cover kits used in this analysis and <= span style=3D'font-size:41%'>flow tests are as follows:
•        = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;            = ;           Diameter of Computed Max =
•       Sump and Cover Kit Designation / Description= Sealing Circle Sealing Area
<= span style=3D'font-size:44%;visibility:hidden'>•
<= span style=3D'font-size:44%'>•Hayward SP1048 E – 1-1/2” side outlet connections    7-3/8 in.    42.72 in2
<= span style=3D'font-size:44%;visibility:hidden'>•
<= span style=3D'font-size:44%'>•Hayward SP1048 E – 2” side outlet connections    7-3/8 in.    42.72 in2
<= span style=3D'font-size:44%;visibility:hidden'>•
<= span style=3D'font-size:44%'>•Pentair 861059 XX – 1-1/2” bottom outl= et connections   7-3/16 in.=    40.57 in2
<= span style=3D'font-size:44%;visibility:hidden'>•
<= span style=3D'font-size:44%'>•Pentair 861059 XX – 2” bottom outlet connection    7-3/16 in.    40.57 in2
<= span style=3D'font-size:44%;visibility:hidden'>•
<= span style=3D'font-size:44%'>•Waterway 640-2920 - 2” side outlet connectio= ns    7-1/2 in.    44.18 in2
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DATA SUMMARY
•    The attached charts characterize the inches of water drawdown data collected for each of the above sump and cover kits, over a flow range of 10 to 90 gpm,= with zero to three 90 degree elbows in the connector pi= ping system, for a given outlet and connector piping si= ze configuration.
•    In addition, the comp= uted maximum hold down force levels of 15 lbs, 30 lbs and 45 lbs are represented on each chart.  The pounds force representations are based on the product of the drawdown (expressed in pound= s per square inch units) and the computed maximum sealing area (previous slide).
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The = tests were conducted incorporating up to three 90 degree elbows in the connector piping between the blocked sump and the junction tee.  The equivalent length of  PVC Schedule 40 pipe represented by each PVC elbow can be estimated as follows:
• Pipe Diameter Number of 90 0 Elbows Equivalent Length of  Pipe        = ;  1
•        = ;            &n= bsp;            = ;            &n= bsp;            = ;  
• 2 inches    1   5 feet – 8 inches
• 2 inches    2 11 feet – 4 inches
• 2 inches    3 17 feet
•
•      2-1/2 inc= hes         = ;            &n= bsp;          1   7 feet
• 2-1/2 inches         = ;            &n= bsp;          2 14 feet <= /span>
• 2-1/2 inches             = ;         3 21 feet
•
•      3 inches<= span style=3D'mso-tab-count:3;width:30.07%'>    1   8 fee= t
• 3 inches    2 16 feet
• 3 inches    3 24 feet
•<= /span>
•<= /span>
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DATA POINTS AND SKETCHES
<= span style=3D'mso-spacerun:yes'> Chart 1
•
•
HAYWARD SP1048 E - 1-1/2" OUTLET W/ 2&q= uot; CONNECTOR PIPING
0
10
20
30
40
50
60
10
20
30
40
50
60
70
80
90
FLOW RATE (GPM) (62.75 GPM @ 3 FT/SEC = IN 2" CONNECTOR PIPE)
DRAWDOWN (INCHES)=
UNBLOCKED
BLOCKED (0) 90'S
BLOCKED (1) 90
BLOCKED (2) 90'S
BLOCKED (3) 90'S
15 LBS FORCE
30 LBS FORCE
45 LBS FORCE
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Chart 2
•        = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;
•
•
•        = ;            &n= bsp;            = ;            &n= bsp;            = ;            &n= bsp;       
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text/html; charset="us-ascii" Data Summary Dual Drain Flow Tests