The Orifice Design uses the methodology described in HEC-22 Manual. The orifice flow is determined as:
Q = Co Ao (2 g Ho)0.5This command designs an orifice structure and calculates its
stage-discharge curve. Select Orifice Design from the Structure
menu in the Hydrology Module to display the design dialog. Select
the Section Type of the orifice, Circular or Rectangular. Enter the
dimension for the orifice. In the Invert Elev box, type the
absolute elevation at which the orifice will be attached to a
reservoir. The attachment point is at the bottom of the orifice. In
the Coefficient box, type a roughness coefficient for the orifice.
The coefficient ranges from 0.4 to 0.6 (HEC-22). In the Number of
Openings box, enter the number of orifices you want to
combine.
In the Headwater and Tailwater boxes, type the absolute
headwater surface elevation and tailwater surface elevation
respectively. Click on the Calculate button, the maximum discharge
and flow velocity through the orifice would be computed and
displayed.
Click on the Stage-Discharge Result button to display the
stage-discharge curve in the Stage-Discharge Result Dialog. This
dialog allows you to write the stage-discharge data to a
stage-discharge file(.STG), and draw the stage-discharge curve on
the screen. From the Stage-Discharge Curve Draw Settings dialog ,
you can specify how to draw the curve. The Report button generates
the orifice design report.
|
Orifice Design Dialog |
Stage-Discharge Limits
Dialog |
Stage-Discharge Result
Dialog |
Orifice Design Report |