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96                                              3  Soil Erosion by Water

            3.4.13         Terracing


              Terracing refers to the building of a mechanical structure, a channel and a bank or
            an earthen ridge or a stonewall on the land to reduce steepness of slope and divide
            the slope into short gently sloping sections (Morgan  1986 ). Terraces are created to

            encourage infiltration, to intercept surface runoff, or divert toward a predeter-
            mined and protected safe outlet at a controlled velocity to avoid soil erosion
            (USDA Soil Conservation Service  1980 ; FAO  2000 ). The critical runoff velocity,
            at which soil particles that have been detached from soil aggregates begin to be
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            transported over the surface, is 5 m s    in sandy soils and 8 m s    in clay soils
            (Rufi no  1989 ; FAO  2000 ). Terracing reduces runoff velocity below this threshold
            values. It is one of the oldest means of saving soil and water. Moreover, it is the
            most widely used soil conservation practice throughout the world (Hanway and
            Lafl en   1974 ; Mountjoy and Gliessman  1988 ; Sutikto and Chikamori  1993 ;
            Skinner and Porter  1995 ; Drechsler and Settele  2001 ; Bokhtiar et al.  2001 ; Kasai
            et al.  2001 ).



            3.4.13.1      Types of Terraces

              Terraces can be naturally formed upslope contour hedgerows (Poudel et al.  1999 ),
            vegetative fi lter strips (Stark et al.  1999 ), and grass barriers (Aase and Pikul  1995 ;

            Walle and Sims  1999 ). Man-made terraces can be classified on different criteria.

            They can be classified according to (1) their main function, (2) the construction
            process, (3) the size of the terrace base, and 4) the shape.
                1.     Main Function of the Terrace

                    (a)   Retention terraces, also called absorption or level terraces (Morgan 1986):

                  these are designed to accumulate and retain runoff in the terrace channel so
                  that it will eventually infiltrate and the sediment accumulates. These ter-

                  races are recommended for low rainfall areas, permeable soils, and for
                  land of less than 8 % slope. They are normally broad-based terraces (FAO
                  2000).


                    (b)   Graded or diversion terraces: these are sloping terraces, designed to inter-
                  cept or divert runoff into protected waterways. These terraces are recom-
                  mended for high rainfall regions, for slightly or moderately permeable soils,
                  and for slopes of between 8 and 20 % (FAO 2000).
               2.     Construction Process


                    (a)   Channel or Nichols terrace: these terraces are constructed by excavating soil
                  from the upper side only to form a channel and depositing it downhill to
                  form a bank (Morgan 1986). They are recommended for slopes up to 20 %.
                  They are used in high rainfall regions and in soils of low or medium perme-
                  ability (FAO 2000).
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