WMS:OC Rational Reach Routing: Difference between revisions

From XMS Wiki
Jump to navigationJump to search
No edit summary
No edit summary
 
(14 intermediate revisions by the same user not shown)
Line 1: Line 1:
Reach routing data is assigned to the upstream node of each reach. Select a node and use the '''Edit Parameters''' command in the ''OC Rational'' menu to define data. You can select another node at any time while the Orange County Rational Method – Edit Parameters dialog is displayed and view its reach data.
[[Image:OC RationalMethod EditParametersReach.png|thumb|450 px|''Orange County Rational Method – Edit Parameters'' dialog]]
 
Reach routing data is assigned to the upstream node of each reach. Select a node and use the '''Edit Parameters''' command in the ''OC Rational'' menu to define data. Select another node at any time while the ''Orange County Rational Method – Edit Parameters'' dialog is displayed and view its reach data.
===Entering Parameters===
Toggle on the checkboxes next to each routing type and select the conveyance type to use any combination of surface (streets and trapezoidal channels) and sub-surface (pipes and culverts) routing. Enter parameters for the highlighted routing type in the spreadsheet below. Values for reach length, up elevation, down elevation, and slope will be computed for you if you are using GIS data.
 
===Routing Computations===
Flow will be routed through subsurface conveyance types first and then any excess flow will be routed using the surface conveyance type, if defined. Overflow messages will be displayed in the output report.
 
===Design/Analysis Mode===
There is a design and analysis mode if you are using sub-surface circular pipes. Enter the actual pipe diameter for the analysis mode or enter 0.0 for the pipe diameter to use the design mode. The design mode will calculate the smallest standard pipe to carry the computed flow. View the design pipe size here after running a simulation.


; Entering Parameters : Toggle on the checkboxes next to each routing type and select the conveyance type to use any combination of surface (streets and trapezoidal channels) and sub-surface (pipes and culverts) routing. Enter parameters for the highlighted routing type in the spreadsheet below. Values for reach length, up elevation, down elevation, and slope will be computed if using GIS data.
; Routing Computations : Flow will be routed through subsurface conveyance types first and then any excess flow will be routed using the surface conveyance type, if defined. Overflow messages will be displayed in the output report.
; Design/Analysis Mode : There is a design and analysis mode if using sub-surface circular pipes. Enter the actual pipe diameter for the analysis mode or enter 0.0 for the pipe diameter to use the design mode. The design mode will calculate the smallest standard pipe to carry the computed flow. View the design pipe size here after running a simulation.


==Related Topics==
==Related Topics==
* [[WMS:OC Rational Sub-area Data|Sub-area Data]]
* [[WMS:OC Rational Sub-area Data|Sub-area Data]]
* [[WMS:OC Rational Reports|Reports]]
* [[WMS:Orange_County_Rational_Method#Reports|Reports]]
* [[WMS:OC Rational Run Simulation|Running a Simulation]]
* [[WMS:Creating Watershed Models|Creating Watershed Models]]
* [[WMS:Creating Watershed Models|Creating Watershed Models]]




{{WMSMain}}
{{WMSMain}}
[[Category:OC Rational|R]]
[[Category:OC Rational Dialogs|R]]

Latest revision as of 15:24, 16 October 2017

Orange County Rational Method – Edit Parameters dialog

Reach routing data is assigned to the upstream node of each reach. Select a node and use the Edit Parameters command in the OC Rational menu to define data. Select another node at any time while the Orange County Rational Method – Edit Parameters dialog is displayed and view its reach data.

Entering Parameters
Toggle on the checkboxes next to each routing type and select the conveyance type to use any combination of surface (streets and trapezoidal channels) and sub-surface (pipes and culverts) routing. Enter parameters for the highlighted routing type in the spreadsheet below. Values for reach length, up elevation, down elevation, and slope will be computed if using GIS data.
Routing Computations
Flow will be routed through subsurface conveyance types first and then any excess flow will be routed using the surface conveyance type, if defined. Overflow messages will be displayed in the output report.
Design/Analysis Mode
There is a design and analysis mode if using sub-surface circular pipes. Enter the actual pipe diameter for the analysis mode or enter 0.0 for the pipe diameter to use the design mode. The design mode will calculate the smallest standard pipe to carry the computed flow. View the design pipe size here after running a simulation.

Related Topics


v • e
WMS – Watershed Modeling System
Modules:Terrain Data  •   Drainage  •   Map  •   Hydrologic Modeling  •   River  •   GIS  •   2D Grid  •   2D ScatterWMS.PNG
Models:CE-QUAL-W2  •   GSSHA  •   HEC-1  •   HEC-HMS  •   HEC-RAS  •   HSPF  •   MODRAT  •   NSS  •   OC Hydrograph  •   OC Rational  •   Rational  •   River Tools  •   Storm Drain  •   SMPDBK  •   SWMM  •   TR-20  •   TR-55
Toolbars:Modules  •   Macros  •   Units   •   Digitize  •   Static Tools  •   Dynamic Tools  •   Drawing  •   Get Data Tools
Aquaveo
Retrieved from "https://www.xmswiki.com/index.php?title=WMS:OC_Rational_Reach_Routing&oldid=130809"