Page 152 - Çevre Şehir ve İklim Dergisi İngilizce - Özel Sayı
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Determination of Erosion Statistics by Land Use Type at National Scale With the
                          Dynamic Erosion Model and Monitoring System (Demms)

               As a result of the regression analyses made for the K factor and statistical
            assessments, it was determined that the most suitable equation for the current
            data set was Torri et al., (1997) Eq. (5). The soil erodibility, which was taken
            from the equation, was used in creating the K map (Figure 3c).
               K =0.0293(0.65−DG+0.24DG2) × exp{−0.0021[]−0.00037[]2)–(4.02xC)+ (1.72xC2)}  (5)
                T
               K  :  K:  represents  soil  erodibility  (tons  ha-1  ha  MJ-1  s  mm-1)  and  Dg:
            represents average T geometric particle diameter (mm).
               Eq. (5) is the experimental calculation technique developed by Torri et al.
            (1997), and soil particle size distribution, organic matter (OM, %) and clay (C,
            %) contents are the independent variables of the equation Eq. (5). Average
            geometric particle diameter is determined in detail from size distribution curves
            or from three main particles (clay, silt and sand) with the soil texture analysis (KT).
               C factor was determined by assigning the values determined by Panagos
            et  al.  (2015)  to  44  land  cover  classes  in  CORINE  2018.  The  deficiencies
            and differences occurring in C values were corrected by using Forest Land
            Management Maps, and proper C values were determined and used (Table 1).
            The Land Cover and Use map was created by using the determined C values
            (Figure 3b).
               DEMMS  topographic  factor  was  interactively  calculated  by  using  land
            surface drainage network distribution and by taking into consideration the
            flow direction and intensity, depending on the rainfall intensity, in addition to
            slope length and steepness, and the LS factor map (Figure 3d) was created
            (Moore and Bruch 1986a, b; Ogawa et al., 1997) Fig. (6).
                                                                              (6)


               Here, χ rainage network was taken by DEM by using ArcGIS 10.2 (Lee, 2004,
            n means cell size and is the sloop steepness in θ units). DEM (10x10), used in
            the study, was provided by the General Directorate for Mapping (Table1).
               P values show variety between 0 and 1 depending on the used erosion
            control method; here, 0 value displays the decrease of erosion with proper
            structures, and 1 value displays the practices to decrease erosion were a few
            or did not exist (Kouli et al., 2009). Since the practices to prevent soil erosion
            were done for many years in our country, but there was not any data created
            on this subject, P value was added to DEMMS in order to represent 1.











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