File START_CAL representing the calibrated version of the START file. 



A MODEL SETUP - A 



A.l RUN TITLE 



LAKEVIEW PARK CASE STUDY, MAY- JUNE 1989, CALIBRATION 

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



2 

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



49 25 

 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 



0.3 

 A. 6 DATE WHEN SHORELINE SIMULATION STARTS 



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



771024 

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



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



781009 

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





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



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



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



(I SMOOTH = 1 MEANS NO SMOOTHING, I SMOOTH = 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 



.42 .12 

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







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 



30 

 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 



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



OF, OR EQUAL TO DT) : DTW 



6 

 B.7 NUMBER OF WAVE COMPONENTS PER TIME STEP: NWAVES 



1 



D4 



