ela2d.in

来自「弹性波动方程正演程序」· IN 代码 · 共 70 行

INPUTFILE for ELA2D by Joachim Falk! DO NOT change the order of the lines
Kommentar : 
order of time integration (2nd or 4th)___________________________________
4
dt[s]__________tmax[s]____________f_cent[Hz]_____________________________
0.00125		0.50		    30.0
sp(x)________sp(z)______________________________________(source coord [m])
300.0	     18.0 
source type (1-3)_________wavelet type (1-4)_____________________________
1			  1
active (0/1)____write stride [timesteps]________________(seismic traces)_
1         	1
active (0/1)____delay [s]_____interval [s]______________(diashow)________
1         	0.1	   	0.08
Higdon (0/1)__________Free_Surf (0/1)___Smoothing the model______________
1			1			0
active (0/1)____taperwidth_[m]_____percentage___________(tapered bound.)_
1		150.0 		   25.0
=========================================================================
=========================================================================
receiver-coordinates [m]
46		! number of receivers
pos_X     pos_Z  (meter in relation to left top corner of the model)
    180.0000             0.
    192.0000             0.    
    204.0000             0.    
    216.0000             0.    
    228.0000             0.    
    240.0000             0.    
    252.0000             0.    
    264.0000             0.    
    276.0000             0.    
    288.0000             0.    
    300.0000             0.    
    312.0000             0.    
    324.0000             0.    
    336.0000             0.    
    348.0000             0.    
    360.0000             0.    
    372.0000             0.    
    384.0000             0.    
    396.0000             0.    
    408.0000             0.    
    420.0000             0.    
    432.0000             0.    
    444.0000             0.    
    456.0000             0.    
    468.0000             0.    
    480.0000             0.    
    492.0000             0.    
    504.0000             0.    
    516.0000             0.    
    528.0000             0.    
    540.0000             0.    
    552.0000             0.    
    564.0000             0.    
    576.0000             0.    
    588.0000             0.    
    600.0000             0.    
    612.0000             0.    
    624.0000             0.    
    636.0000             0.    
    648.0000             0.    
    660.0000             0.    
    672.0000             0.    
    684.0000             0.    
    696.0000             0.    
    708.0000             0.    
    720.0000             0.