HEC-RASFlumeCase.g01 1.72 KB
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Geom Title=Base Case 03 Geometry
Program Version=5.03
Viewing Rectangle= 0 , 1 , 1 , 0 

River Reach=Flume           ,1               
Reach XY= 2 
0.03262518968134 0.78452200303490.926403641881640.17602427921093
Rch Text X Y=0.2560698,0.6323976
Reverse River Text= 0 

Type RM Length L Ch R = 1 ,10000   ,5000,5000,5000
BEGIN DESCRIPTION:
Upstream of Flume
END DESCRIPTION:
Node Last Edited Time=Mar/30/2018 08:58:45
#Sta/Elev= 4 
       0 101.489       0 100.489      .7 100.489      .7 101.489
#Mann= 3 , 0 , 0 
       01.02E-02       0       01.02E-02       0      .71.02E-02       0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.5731,0.04, 21 
XS HTab Horizontal Distribution= 5 , 5 , 5 
Exp/Cntr=0.3,0.1

Type RM Length L Ch R = 1 ,5000.00*,5000,5000,5000
Node Last Edited Time=Mar/30/2018 08:59:38
#Sta/Elev= 4 
       0 101.245       0 100.245      .7 100.245      .7 101.245
#Mann= 3 , 0 , 0 
       01.02E-02       0       01.02E-02       0      .71.02E-02       0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.36,0.04, 21 
XS HTab Horizontal Distribution= 5 , 5 , 5 
Exp/Cntr=0.3,0.1

Type RM Length L Ch R = 1 ,0       ,0,0,0
Node Last Edited Time=Mar/30/2018 09:00:07
#Sta/Elev= 4 
       0     101       0     100      .7     100      .7     101
#Mann= 3 , 0 , 0 
       01.02E-02       0       01.02E-02       0      .71.02E-02       0
Bank Sta=0,0.7
XS Rating Curve= 0 ,0
XS HTab Starting El and Incr=100.15,0.04, 21 
XS HTab Horizontal Distribution= 5 , 5 , 5 
Exp/Cntr=0.3,0.1

LCMann Time=Dec/30/1899 00:00:00
LCMann Region Time=Dec/30/1899 00:00:00
LCMann Table=0
Chan Stop Cuts=-1 



Use User Specified Reach Order=0
GIS Ratio Cuts To Invert=-1
GIS Limit At Bridges=0
Composite Channel Slope=5