Bernoulli's equation for fluid flow in an open channel with a small bump is Q 2gb...

 

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Bernoulli's equation for fluid flow in an open channel with a small bump is Q² 2gb²² Q² +ho = +h+H 2gb²h² ho Q- h H where Q = 1.2 m³/s = volume rate of flow g = 9.81 m/s² = gravitational acceleration b = 1.8 m width of channel H = 0.075 m = height of bump ho = 0.71 m = upstream water level Determine h (water level above the bump) by using a) Bisection, b) Brent's seperately. Look for the root between h=0.2 m and ho. Consider =0.01. Bernoulli's equation for fluid flow in an open channel with a small bump is Q² 2gb²² Q² +ho = +h+H 2gb²h² ho Q- h H where Q = 1.2 m³/s = volume rate of flow g = 9.81 m/s² = gravitational acceleration b = 1.8 m width of channel H = 0.075 m = height of bump ho = 0.71 m = upstream water level Determine h (water level above the bump) by using a) Bisection, b) Brent's seperately. Look for the root between h=0.2 m and ho. Consider =0.01.