1995
DOI: 10.1007/bf02084608
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Land surface in gravity points classification by a complete system of curvatures

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Cited by 174 publications
(129 citation statements)
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“…The quadratic polynomial can be given as follows (Shary, 1995): (1) and the Lagrange polynomial can be given as follows (Florinsky, 1998): (2) The values of the coefficients in these polynomials for the square and circular neighborhoods are listed in Tables 1 and 2. Details of the derivation can be found in the Appendix of this paper.…”
Section: Implementation Of Circular Neighborhoodmentioning
confidence: 99%
“…The quadratic polynomial can be given as follows (Shary, 1995): (1) and the Lagrange polynomial can be given as follows (Florinsky, 1998): (2) The values of the coefficients in these polynomials for the square and circular neighborhoods are listed in Tables 1 and 2. Details of the derivation can be found in the Appendix of this paper.…”
Section: Implementation Of Circular Neighborhoodmentioning
confidence: 99%
“…Soil properties vary predictably within the landscape due to the influence of topography on hydrologic and pedogenic processes (Gerrard 1981). As such, information on soil series or landscape posi- (Evans 1980;Moore et al 1993;Shary 1995). For personal use only.…”
mentioning
confidence: 99%
“…Elevation, slope, plan and profile curvatures according to Evans (1972) and Shary (1995, Shary et al 2002 schemas and the flow path length according to Horton method (Horton 1945, Mitasova, Hofierka 1993, Zavoianu et al 2013 were used as a DEM-based geomorphometric layers for semi-automated landform classification of the territory of Armenia. Evans (1972), Lastochkin (1991), andSimonov (1999) point out that elevation, slope and aspect are compulsory for every kind of geomorphometric analysis.…”
Section: Geomorphometric Parametersmentioning
confidence: 99%
“…Plan curvature is a measure of flow convergence (kh < 0) and divergence (kh > 0) and determines soil water or the deposition of particles. Profile curvature controls water flow acceleration (kh > 0) and deceleration (kh < 0) and therefore the erosion potential of an area (Shary 1995, Shary et al 2002, Schillaci et al 2015. For both parameters units are expressed in 1/m.…”
Section: Geomorphometric Parametersmentioning
confidence: 99%