2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



2.30 



D.7 Transition Loss Coefficients 



0.00 O.AO 0.40 0.40 0.40 0.40 0.40 0.40 0.60 0.60 

 0.60 0.6 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.4 

 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 

 0.4 

 D.8 Values of Initial water surface elev ZIN (ft) 



2.30 

 2.30 



2.30 

 2.30 



2.30 

 2.30 



2.30 

 D.9 Values of Initial Discharge QIN 

 0.0 0.0 0.0 0.0 0.0 

 0.0 0.0 0.0 0.0 0.0 

 0.0 0.0 0.0 0.0 0.0 

 0.0 0.0 0.0 0.0 0.0 

 0.0 0.0 0.0 0.0 0.0 

 0.0 0.0 0.0 0.0 0.0 

 0.0 



SECTION 



*************************************************************** 



E Cross-Section Geometry and Friction Coefficients, Indian River 

 ********************************************************************** 

 E.l Section ID Number of Elevation Points 



1 7 



E.2 Stations and Elevations 



0.0 -35.0 3333.0 -37.00 6666.00 -40.00 10000.00 -39.00 



13333.0 -39.00 16666.0 -38.0 20000.0 -34.0 

 E.3 Manning's Coefficient of Friction 



0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 

 E.l Section ID Number of Elevation Points 



2 12 



E.2 Stations and Elevations 



0.0 0.00 80.00 -30.00 120.00 -40.00 220.00 -60.00 



300.00 -70.0 310.0 -80.00 340.00 -82.50 400.00 -70.00 



430.00 -50.00 480.00 -20.00 560.0 -7.50 660.00 -19.50 

 E.3 Manning's Coefficient of Friction 



0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.0300 0.030 0.030 0.030 



0.0300 0.0300 

 E.l Section ID Number of Elevation Points 



3 13 



E.2 Stations and Elevations 



0.00 5.00 1.0 -1.00 40.00 -10.00 90.00 -30.00 

 150.00 -40.00 290.00 -70.00 340.00 -61.30 380.00 -40.00 

 390.00 -35.00 400.00 -25.00 440.00 -10.00 469.0 -1.00 

 470.00 5.00 



B4 



