“…P), [19], the speed became zero on the bottom of the section (the valley bottom), so, the average velocity must be calculated and adopted in the calculations of discharge, the experimental studies suggested that the average flow velocity is on 0.6 of the total depth at the deepest point in a flow section [20]; [21], figure (6). The method that described in [20]; [19], modified to calculate the average velocity, 10 levels were selected to calculate the average velocity, the flow sections of these levels plotted, the value of the surface velocity used as velocity of upper contour line, and the zero value for the contour that in contact with the bottom of the valley (wetted perimeter), and then insert intracontour lines (between the lowest and highest contours), the values of flow velocity distributed between the contour lines, as in figures (7,8,9,10,11,12,13,14,15,16). Then the partial areas between each two successive contour lines were measured, and the percentages of these areas to the total area of flow section were calculated using ARC GIS and thus the average velocity calculated according to the following equation:…”