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The following Equations are used in the Exit Channel design program
Estimated diameter of the Plant leveling Weir:
| Include Page |
|---|
| AGUACLARA:D.PltWeirEstimated |
|---|
| AGUACLARA:D.PltWeirEstimated |
|---|
|
Height of the lip of water over the Weir:
| Include Page |
|---|
| AGUACLARA:Del.PltWeirH |
|---|
| AGUACLARA:Del.PltWeirH |
|---|
|
Length of the Sedimentation Launder:
| Include Page |
|---|
| AGUACLARA:L.SedLaunder |
|---|
| AGUACLARA:L.SedLaunder |
|---|
|
Height of the Sedimentation Launder:
| Include Page |
|---|
| AGUACLARA:Z.SedLaunder |
|---|
| AGUACLARA:Z.SedLaunder |
|---|
|
Height of the water in the Exit Channel:
| Include Page |
|---|
| AGUACLARA:HW.ExitChannel |
|---|
| AGUACLARA:HW.ExitChannel |
|---|
|
The Height of the water in the Exit Channel from the plant origin:
| Include Page |
|---|
| AGUACLARA:ZW.ExitChannel |
|---|
| AGUACLARA:ZW.ExitChannel |
|---|
|
The Height of the Plant Leveling Weir:
| Include Page |
|---|
| AGUACLARA:H.PltWeir |
|---|
| AGUACLARA:H.PltWeir |
|---|
|
