APPENDIX D: INPUT AND OUTPUT FILES FOR CASE STUDY 



43. This appendix gives the contents of the input files used for the 

 case study and the resultant output files. 



START Files 

 File START_INIT representing the first version of the START file. 



A MODEL SETUP A 



A.l RUN TITLE 



LAKEVIEW PARK CASE STUDY, MAY- JUNE 1989, PRELIMINARY RUN 

 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 



6 

 A. 6 DATE WHEN SHORELINE SIMULATION STARTS 



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



771001 

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



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



771024 

 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 



(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 .0 

 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 







Dl 



