Quick Reference
Fast lookup tables for common HEC-RAS keywords, paths, and formats.
Geometry File Keywords
Cross Section Keywords
Keyword
Description
Example
River Reach=
Start of river/reach block
River Reach=River1,Reach1
Type RM Length L Ch R =
Cross section header
Type RM Length L Ch R = 1 ,1000,500,500,500
#Sta/Elev=
Station-elevation pairs count
#Sta/Elev= 40
#Mann=
Manning's n segments
#Mann= 3 , 0 , 0
Bank Sta=
Bank station locations
Bank Sta=190,375
XS GIS Cut Line=
Cross section GIS coordinates
XS GIS Cut Line= 5
Levee=
Levee data
Levee= 12 , 0
Ineffective=
Ineffective flow areas
Ineffective= 2 , 0 , 0
Blocked=
Blocked obstruction
Blocked= 2 , 0
2D Flow Area Keywords
Keyword
Description
Storage Area=
Storage area definition
2D Flow Area=
2D mesh area definition
Storage Area Conn=
SA/2D connection
Connection=
Generic connection
BC Line Name=
Boundary condition line
Structure Keywords
Keyword
Description
Type RM Length L Ch R = 2
Bridge
Type RM Length L Ch R = 3
Inline weir
Culvert=
Culvert definition
Lateral Weir=
Lateral structure
Inline Structure=
Inline structure
Plan File Keywords
Keyword
Description
Example
Plan Title=
Plan name
Plan Title=Base Run
Short Identifier=
Short ID
Short Identifier=p01
Geom File=
Geometry reference
Geom File=g01
Flow File=
Flow file reference
Flow File=u01
Run HTab=
Run hydraulic tables flag
Run HTab= -1
Run UNet=
Run unsteady flag
Run UNet= -1
Run PostProcess=
Run RASMapper flag
Run PostProcess= 0
Computation Interval=
Time step
Computation Interval=2MIN
Output Interval=
Output frequency
Output Interval=15MIN
UNET D1 Cores=
1D cores
UNET D1 Cores= 1
UNET D2 Cores=
2D cores
UNET D2 Cores= 4
HDF Path Quick Reference
Most Common Paths
Python # Plan Info
"/Plan Data/Plan Information"
# 2D Max Results
"/Results/Unsteady/Output/Output Blocks/Base Output/Summary Output/2D Flow Areas/ {area} /Maximum Water Surface"
# 2D Time Series
"/Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/2D Flow Areas/ {area} /Water Surface"
# 1D Cross Section Results
"/Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Cross Sections/ {river} _ {reach} /Water Surface"
# Timestamps
"/Results/Unsteady/Output/Output Blocks/Base Output/Unsteady Time Series/Time Date Stamp"
# Mesh Geometry
"/Geometry/2D Flow Areas/ {area} /Cells Center Coordinate"
# Steady Results
"/Results/Steady/Output/Geometry/Cross Sections/ {river} _ {reach} /Water Surface"
Path Variables
Variable
Description
Example
{area}
2D flow area name
"Floodplain"
{river}
River name
"White River"
{reach}
Reach name
"Upper"
{river}_{reach}
Combined (spaces removed)
"WhiteRiver_Upper"
Fixed-Width Columns
Data Type
Width
Per Line
Example
1D Sta/Elev
8 chars
10 values
0 660.41
2D Coordinates
16 chars
4 values
648224.43125
Manning's n
8 chars
9 values (3 triplets)
0 .06 0
Count Interpretation
Keyword
Count Means
Total Values
#Sta/Elev=
PAIRS
count × 2
#Mann=
SEGMENTS
count × 3
Reach XY=
PAIRS
count × 2
Storage Area Surface Line=
POINTS
count × 2
Levee=
TOTAL values
count
Source
Format
Example
HDF timestamp
%d%b%Y %H:%M:%S:%f
01JAN2000 00:00:00:000
COM timestamp
%d%b%Y %H%M
01JAN2000 0000
Plan file
ddMMMYYYY,HHMM
01Jan2000,0000
Computation Interval Strings
String
Interval
1SEC
1 second
2SEC
2 seconds
5SEC
5 seconds
10SEC
10 seconds
15SEC
15 seconds
30SEC
30 seconds
1MIN
1 minute
2MIN
2 minutes
5MIN
5 minutes
10MIN
10 minutes
15MIN
15 minutes
30MIN
30 minutes
1HOUR
1 hour
Culvert Shape Codes
Code
Shape
1
Circular
2
Box
3
Pipe Arch
4
Ellipse
5
Arch
6
Semi-Circle
7
Low Profile Arch
8
High Profile Arch
9
Con Span
Run Flag Values
Value
Meaning
-1
True/Enabled
0
False/Disabled
RASMapper Inversion
Run PostProcess= uses inverted logic : 0 = True, -1 = False
See Also
May 23, 2026
May 23, 2026