A short reach of a 3 m wide rectangular open channel has its bed level falling in the direction of flow at a slope of 1 in 10000. It carries a discharge of 5 cumecs and its manning's roughness coefficient is 0.012. The flow in the reach is gradually varying. At a certain section in this reach, the depth of flow was measured as 0.6 m. The rate of change of water depth with distance (i.e.,
dydx) at this section is
×10−3.
Take g=10ms−2- 11.5