Since the velocity components are a function of position only, the flow can be m/s and v= 2 m/s. The classified as steady nonuniform flow. Here u slope of the streamline is defined by From th WED dy 2-5 dx 3m (0.5y²) m dy dx 0.5y ²dy=4fdx 3-4 13 m Im y³12x + 15
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