|
@@ -129,7 +129,7 @@ computed as
|
|
|
<tt>α * tan(β)</tt> where α is the cumulative
|
|
|
upslope area draining through a point per unit contour length and
|
|
|
<tt>tan(β)</tt> is the local slope angle. The SPI reflects the
|
|
|
-power of ater flow at any point in the catchment and the
|
|
|
+power of water flow at any point in the catchment and the
|
|
|
tendency for gravitational forces to move that water downslope (Moore
|
|
|
et al. 1991). This value will be negative if <tt>α < 0</tt>,
|
|
|
i.e. for cells with possible surface runoff from outside of the current
|