Making use of the provided design chart (Fig. 6.7 from DDM/Argue) for gutter inlet hydraulic data (which pertain toside-entry inlets 1-2m length, with and without deflectors, and flow spread W= 1-2.5m);provide an estimate of gutter flow(approach to inlet) given:Gutter longitudinal slope = 2.5 %.......0.025no deflectors, W= 1 m, 80% capture, 90% capture