D.9 



30 3.30 3.30 3.30 3.30 

 Values of Initial Discharge QIN 



25000.0 

 5000.0 



24000.0 

 8000.0 



12000.0 



25000.0 



5000.0 



25000.0 



8000.0 



12000.0 



25000.0 

 5000.0 



8000.0 

 12000.0 



25000.0 

 5000.0 



8000.0 

 12000.0 



25000.0 

 5000.0 



12000.0 



25000.0 25000.0 

 5000.0 



12000.0 



SECTION 



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



E Cross Section Geometry and Friction Coefficients, Masonboro Inlet 



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



E.l NODE NUMBER Number of Elevation Points IS at J=27 , IC at J=30,1N at 



J=34 



1 37 

 E.2 Stations and Elevations 



200.0 



450.0 



700.0 



950.0 



1200.0 



1450.0 



1700.0 



1950.0 



E 



-5, 

 -5, 

 -4. 

 -2, 

 -1. 

 -8. 

 -15, 

 -7, 



40 



40 



30 



10 



60 



50 







50 



250.0 



500.0 



750.0 



1000.0 



1250.0 



1500.0 



300.0 

 550.0 

 800.0 

 1050.0 

 1300.0 

 1550.0 

 1800.0 



,6 

 3 



.70 

 .40 

 -8.60 

 -20.0 

 -14.0 



-5. 

 -4. 

 -3. 

 -1, 



-5.5 

 -5.0 

 -4.0 

 -1.4 

 -6.9 

 -11.5 

 1750.0 -14.0 

 2000.0 0.0 

 3 Manning's Coefficient of Friction 

 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 

 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 

 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 

 0.0200 0.0200 0.0200 0.0200 

 E.l NODE NUMBER Number 



2 37 

 E.2 Stations and Elevations 



350.0 



600.0 



850.0 



1100.0 



1350.0 



-5.70 

 -4.70 

 -3.20 

 -1.30 

 0.0 



1600.0 -20.0 

 1850.0 -11.0 



400.0 

 650.0 

 900.0 

 1150.0 

 1400.0 

 1650.0 

 1900.0 



-5.8 

 -4.5 

 -2.7 



-1, 



-2 



-16 



-9 



4 

 50 

 

 50 



0200 0.0200 0.0200 0.0200 

 0200 0.0200 0.0200 0.0200 

 0200 0.0200 0.0200 0.0200 



0.0200 0.0200 0.0200 



of Elevation Points 



150.0 



400.0 



650.0 



900.0 



1150.0 



1400 . 



1650.0 



1900.0 



-0.0 

 -3.30 

 -1.80 

 -1.0 

 -3.0 

 -19.50 

 -13.50 

 -9.10 



200.0 



450.0 



700.0 



950.0 



1200.0 



1450.0 



1700.0 



1950.0 



-1.20 

 -3.10 

 -1.30 

 -0.70 

 -4.70 

 -18.80 

 -12.70 

 -9.30 



250.0 



500.0 



750.0 

 1000.0 

 1250.0 -14. 

 1500.0 -18, 



-1. 

 -2. 

 -0. 

 -0. 



70 

 90 

 80 

 30 

 30 

 30 



300. 

 550. 

 800, 



-2.20 

 -2.60 

 -0.0 

 -0.80 



1050.0 

 1300.0 -19.50 



1750.0 -10.70 



1550.0 

 1800.0 



-15.10 

 -8.70 



350. 



600, 



850, 



1100, 



1350, 



1600, 



-2.70 



-2, 



-0. 



-1. 



-20, 



-14. 



1850.0 -8 



30 

 50 

 20 

 60 

 30 

 90 



.3 Manning's Coefficient of Friction 

 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 

 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 

 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 

 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 



0200 0.0200 0.0200 0.0200 

 0200 0.0200 0.0200 0.0200 

 0200 0.0200 0.0200 0.0200 



A4 



