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  • ACRS 1995


    Digital Image Processing
    Verification of Atmospheric Correction for AVH|RR data by Radiometric Simulation Software 6S

    3. AVHRR data and simulation by 6S
    The used AVHRR data are three multi-temporal AVHRR data sets which have different geometric conditions and difference time within one week during which the surface can be assumed not to change. The AVHRR data is in Indo-china peninsula of dates: 6/Feb(b9303708) and 12/Feb(b9304409) in 1993. The data are the same one used in Reference No.2. The land cover classes of the samples were forest, agriculture land and bare soil . Solar zenith angle, Azimuth angle, Satellite zenith angle , Ch.1 reflectance and Ch. 2 reflectance for 16 selected areas are shown in Fig.1 . Values in Fig. 1 is the average of 5x5 pixels of 16 areas . Each parameter in 6S is selected as Table 1 .


    Figure 1(a) : Solar zenith angle for 16 points


    Figure 1(b) : Azimuth angle


    Figure 1(c) : Satellite zenith angle


    Figure 1(d) : Ch.1 reflectance


    Figure 1(e) : Ch.2 reflectance

    The input of 6S simulation in this study is surface reflectance which is an assumed true reflectance of the surface the output is apparent reflectance corresponds to AVHRR data . By changing varieous value of true reflectance , different surface reflectance are derived . The input surface reflectance which results in the closest apparent reflectance to the AVH RR data of a certain pixel is a corrected AVHRR Data

    Table 1. Parameters for 6s in this study
    Parameter Values
    IGEOM (Geometric condition) value of each sample points
    IDATM (Atmospheric concentration) Tropical
    IAER (Aerosols Component) Continental
    V (Visibility) Optical Thickness 0.5 in 550nm (Visibility 8.49k)
    IWAVE (Wavelength) NOAA 11 AVHRR Ch. 1 and Ch. 2
    IHOMO (Land Cover Type of Target) Homogeneous and Change Reflectance

    4 Result
    the result graphs of atmospheric correction are shown in fig . 2 which is the case is the case for ch . 2 If atmospheric effect by the difference of geometric conditions for three different date,s image is removed, three curves in fig .2 should be closer than of fig .1(e) . however curves of fig . 2 have almost same different as fig .1 (e). in the case of ch . 1 no result was derived decayse ever input surface reflectance of 0 . 0 gives higher surface reflectance than AVHRR data .


    Figure 2: Ch.2 reflectance after atmospheric correction

    5 Discussion
    The causes of the the above results can be assumed as follows .
    1. Parameters may not be appropriate. The parameters inputed inthis study are prepared as standard condition in tropcal and continenttal area in 6s . however , there is possibility that input parameter are not appropriate in this data . in order to examine the effected by input parameters simulation was performed with visibility parameter changing from infinity to 3.57 km . however , the difference is less than 0.06. This means that visibility parameter does not affect the result of simulation much in this study. If the parameter which affect those simulation exists, it is another parameter expect visibility.
    2. Sample points may not be appropriate. Sample points must be selected from area with homogeneous and no cloud . However thin cloud , un-homogeneous or changed surface in a short time might be selected.
    3. Simulation by 6S may contain some fundamental problems .
    6. Future activity
    Authors plan to simulate with AVHRR data in order to make clear the above problem . and it is necessary to use ground truth reflectance data. If it is not possible satellite data in a desert or a runway in airport , where the surface reflectance is stable , must be used for verification.

    Reference
    • 6S User Guide Version 0, April 18,1994
    • Shoji Takeuchi and Yasushi Mitomi, Effects of sensor Degradation and solar-sensor Geometry on land Cover Monitoring Using NOAA/AVHRR data, Proceedings of the International Symposium on vegetation monitoring 115-122, August 29-31, 1995,Chiba , Japan
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