X- COORDINATES WHERE FILLS END 

 33 



DX = 200.0 



DT = 



12.00 



IS START 



= 1 



N = 



37 



NTS = 



60 



NWAVES = 1 



DCLOS 



= 15.0 



ABH = 



3.0 



DZ - 



60.0 



D50 = 



0.25 



HCNGF =1.0 



ZCNGF 



= 1.0 



ZCNGA = 



0.0 



Kl = 



0.77 



K2 - 



0.38 



SHORELINE POSITION AFTER 0. YEARS = 60 TIME STEPS. DATE IS 870131 



100.0 101.9 107.0 120.6 100.0 100.0 100.0 100.0 100.0 100.0 



100.0 100.0 100.2 111.3 100.0 100.0 90.1 104.5 116.9 137.4 



148.2 145.2 144.6 145.5 147.0 148.9 151.6 155.8 154.5 146.7 

 151.7 156.2 155.2 149.1 146.4 147.4 149.9 



SHORELINE CHANGE AFTER 0. YEARS = 60 TIME STEPS. DATE IS 870131 



0.0 1.8 6.8 20.3 -0.4 -0.6 -0.7 -0.9 -1.1 -1.3 



-1.6 -2.0 -2.1 8.5 -3.3 -3.9 -14.4 -0.8 10.7 30.2 



39.9 35.7 33.7 33.0 32.8 32.8 33.3 35.2 31.4 20.8 



22.8 24.1 19.6 9.7 3.0 -0.4 0.0 



OUTPUT LAST TIMESTEP NO. 60 DATE IS 870131 



OFFSHORE WAVE DATA INPUT: 



HZ = 1.00000 T = 2.00000 ZZ = 0.000000 



CALIBRATION/VERIFICATION ERROR = 17.9221 



CALCULATED VOLUMETRIC CHANGE = +5.03E+04 (YARDS3) 

 SIGN CONVENTION: "-" => EROSION, "+" => ACCRETION 



Figure 28. (Concluded) 



OUTPT 



315. The file OUTPT.DAT holds the major output and calculation results 

 of the run. This information is printed to file automatically at the end of 

 the simulation period and at time step numbers specified in the START file 

 (Line A. 9) by the user. OUTPT contains: 



a. Run title and initial shoreline position from the x-axis. 



b. Calculated shoreline position from the x-axis at the given 

 time steps. 



c. Volume of sand transported alongshore at each grid cell, 

 expressed as a volume per unit time interval, i.e., per annum. 



d. Breaking wave height and direction at each point alongshore 

 calculated for each energy window. 



132 



