|
Sizing and Technical
|
The Heavy Duty Triden™ Screen
Sizing and Technical information
|
Flow vs. Channel Width vs. Headloss for 6 mm Heavy Duty Triden Screen
Graph assumes: V1 = 2.5 fps and D = 2 (C) |
Recommendations for Designing a Channel
 Maintain V1 above 3 fps to ensure scouring
Keep V1 acceptable during off-peak flows by setting D = 2 (C)
Channel Depth = D + 12" freeboard
Narrower grid openings will reduce efficiency |
Conversion Factors
Headloss in inches = (V22-V12)(0.186) where V1 and V2 are in ft/s
Flow 1 mgd = 694.44 gal/min = 1.5472 ft3/s
Length 1 ft = 0.3048 meters
1 in = 2.54 centimeters
Volume 1 ft3 = 7.4805 gallons = 28.317 liters |
Example Calculation for Existing Channel
Given: C = 5' D = 10' V1 = 2.5 fps
G = C - 8" = 52"
Q = C (D) V1 = 118.75 ft3/s = 76.75 mgd
To determine headloss for a 6 mm grid with clean screen
Open Area = G (D1) eff = 25.03 ft2
V2 = Q / Open Area = 4.75 fps
h = (V2^2-V1^2) 0.186
h= 3.03 in |
Nomenclature
C = channel width
D = depth of flow
D1 = D - 6"
G = grid width = C - 8"
Q = flow
h = headloss
V1 = Inlet Velocity
V2= Exit Velocity
eff = grid efficiency |
Channel Schematic
6" Hyd. Jump |
|
Screen Opening Sizes |
6mm |
9mm |
12mm |
|
Open Area % with clean screen |
60.79 |
70.78 |
75.03 |
|
Open Area % with 30% blocked |
42.55 |
49.54 |
52.53 |
|
Note: |
Grid eff = Grid Open Area / Grid Total Area
Screen eff = Grid Open Area / Flow Area
Grid Open Area = Grid Total Area - Grid Closed Area (due to the static and dynamic grid elements)
Flow Area = (C) (D)
Grid Width (G) = Channel Width (C) - 6"
|
