Case DOME0
DOME problem, with specified north inflow, west outflow        
I0,J0,K0,ODX(J0/2),ODY(J0/2):  4603 97  1.0 km,  1.0 km
layer interface depths (m)
 3200.00 3166.67 3133.33 3100.00 3066.67 3033.33 3000.00 2966.67 2933.33 2900.00
 2866.67 2833.33 2800.00 2766.67 2733.33 2700.00 2666.67 2633.33 2600.00 2566.67
 2533.33 2500.00 2466.67 2433.33 2400.00 2366.67 2333.33 2300.00 2266.67 2233.33
 2200.00 2166.67 2133.33 2100.00 2066.67 2033.33 2000.00 1966.67 1933.33 1900.00
 1866.67 1833.33 1800.00 1766.67 1733.33 1700.00 1666.67 1633.33 1600.00 1566.67
 1533.33 1500.00 1466.67 1433.33 1400.00 1366.67 1333.33 1300.00 1266.67 1233.33
 1200.00 1166.67 1133.33 1100.00 1066.67 1033.33 1000.00  966.67  933.33  900.00
  866.67  833.33  800.00  766.67  733.33  700.00  666.67  633.33  600.00  566.67
  533.33  500.00  466.67  433.33  400.00  366.67  333.33  300.00  266.67  233.33
  200.00  166.67  133.33  100.00   66.67   33.33    0.00
M0=   4 (LINES REQUIRED FOR GRID TICKS)
L0=  5332 (LINES REQUIRED FOR OBSTACLES)
N1= 22072 (LINES IN LONGEST CONVEC PLOT)
NP=  120 (NUMBER OF PLOT FRAMES)
