As an example of the use of OASR for computing seismo-acousticreflection coefficients, the following datafile reproduces the results presented for a sand bottom in Stoll and Kan's paper [22]:
tex2html_preform Sand. Stoll and Kan 81. N C Z 2 0 1414 0 0 0 1 0 0 -1800 -600 0.1 0.2 2.0 0 1. 2.E9 .001 2.65 3.6E10 .47 1.E-10 3.9E-5 2.61E7 4.36E7 1.3 1.3 1.25 10 100000 17 4 0 90 181 0 90 0 10 10 0 15 12 5 0 90 12 15 10 100000 1 1 1 20 0.5 0 2000 12 500 -10 10 12 5
Assembled in one plot, Fig.1, the resulting reflection coeffiecients at the 5 frequencies 0.01, 0.1, 1, 10, and 100 kHz reproduce exactly the results shown in Fig. 4 of Stoll and Kan's paper. In addition, the datafile produces the contour plot in Fig.1 of reflection coefficients vs angle and frequency.
figure
OASES handles arbitrary poro-elastic stratifications, and Fig.2(a) shows the equivalent frequency-angle contours of the reflection coefficient of a 1 m thick layer of sand overlying Stoll and Kan's ``soft'' sediment. Similarly Fig.2
As an example of the use of OASR for computing seismo-acousticreflection coefficients, the following datafile reproduces the results presented for a sand bottom in Stoll and Kan's paper [22]:
Sand. Stoll and Kan 81. N C Z 2 0 1414 0 0 0 1 0 0 -1800 -600 0.1 0.2 2.0 0 1. 2.E9 .001 2.65 3.6E10 .47 1.E-10 3.9E-5 2.61E7 4.36E7 1.3 1.3 1.25 10 100000 17 4 0 90 181 0 90 0 10 10 0 15 12 5 0 90 12 15 10 100000 1 1 1 20 0.5 0 2000 12 500 -10 10 12 5
Assembled in one plot, Fig.1, the resulting reflection coeffiecients at the 5 frequencies 0.01, 0.1, 1, 10, and 100 kHz reproduce exactly the results shown in Fig. 4 of Stoll and Kan's paper. In addition, the datafile produces the contour plot in Fig.1 of reflection coefficients vs angle and frequency.
OASES handles arbitrary poro-elastic stratifications, and Fig.2(a) shows the equivalent frequency-angle contours of the reflection coefficient of a 1 m thick layer of sand overlying Stoll and Kan's ``soft'' sediment. Similarly Fig.2