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



* INPUT FILE START.DAT FOR GENESIS VERSION 2.0 * 

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A MODEL SETUP - - - - A 



A.l RUN TITLE 



ILLUSTRATIVE EXAMPLE FOR MANUAL 

 A. 2 INPUT UNITS (METERS=1; FEET=2): ICONV 



2 

 A. 3 TOTAL NUMBER OF CALCULATION CELLS AND CELL LENGTH: NN, DX 



37 200 

 A. 4 GRID CELL NUMBER WHERE SIMULATION STARTS AND NUMBER OF CALCULATION 



CELLS (N = -1 MEANS N = NN) : ISSTART, N 



1 -1 

 A. 5 VALUE OF TIME STEP IN HOURS: DT 



12 

 A. 6 DATE WHEN SHORELINE SIMULATION STARTS 



(DATE FORMAT YYMMDD: 1 MAY 1992 = 920501): SIMDATS 



870101 

 A. 7 DATE WHEN SHORELINE SIMULATION ENDS OR TOTAL NUMBER OF TIME STEPS 



(DATE FORMAT YYMMDD: 1 MAY 1992 = 920501): SIMDATE 



870131 

 A. 8 NUMBER OF INTERMEDIATE PRINT-OUTS WANTED: NOUT 



1 

 A. 9 DATES OR TIME STEPS OF INTERMEDIATE PRINT-OUTS 



(DATE FORMAT YYMMDD: 1 MAY 1992 = 920501, NOUT VALUES): TOUT(I) 



870115 

 A. 10 NUMBER OF CALCULATION CELLS IN OFFSHORE CONTOUR SMOOTHING WINDOW 



(ISMOOTH = MEANS NO SMOOTHING, ISMOOTH - N MEANS STRAIGHT LINE. 



RECOMMENDED VALUE =11): ISMOOTH 



11 

 A. 11 REPEATED WARNING MESSAGES (YES=1; NO=0) : IRWM 



1 

 A. 12 LONGSHORE SAND TRANSPORT CALIBRATION COEFFICIENTS: Kl , K2 



.77 .38 

 A. 13 PRINT-OUT OF THE TIME STEP NUMBERS? (YES=1, NO=0) : IPRINT 



1 



B - - WAVES -- - B 



B.l WAVE HEIGHT CHANGE FACTOR. WAVE ANGLE CHANGE FACTOR AND AMOUNT (DEG) 



(NO CHANGE: HCNGF=1, ZCNGF=1, ZCNGA=0) : HCNGF, ZCNGF, ZCNGA 



110 

 B.2 DEPTH OF OFFSHORE WAVE INPUT: DZ 



60 

 B.3 IS AN EXTERNAL WAVE MODEL BEING USED (YES=1; NO=0) : NWD 





 B.4 COMMENT: IF AN EXTERNAL WAVE MODEL IS NOT BEING USED, CONTINUE TO B.6 

 B.5 NUMBER OF SHORELINE CALCULATION CELLS PER WAVE MODEL ELEMENT: ISPW 



1 

 B.6 VALUE OF TIME STEP IN WAVE DATA FILE IN HOURS (MUST BE AN EVEN MULTIPLE 



OF, OR EQUAL TO DT) : DTW 



12 



Figure 23. Example START file (Sheet 1 of 3) 



120 



