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Q = b 0 h v ( y ) d y where b = 1 0 m is the width of the channel, h =

Q=b0hv(y)dy
where b=10m is the width of the channel, h=3m is the overall height of the water in the channel,
and v(y) is the water velocity. The water velocity at some different heights are given in the Table 1.
(a1) Using the composite Trapezoidal method to dertermine the flow rate.
(a2) The typical distribution of the velocity v(y) is shown in Figure 1(b). The shear stress xy in the fluid
is described by Newton's equation:
xy=dvdy
where =0.00516Nsm2 is the coefficient of dynamic viscosity. The viscosity can be thought of as a
measure of the internal friction within the fluid. Fluids that obey Newton's constitutive equation are called
Newtonian fluids. Calculate the shear stress at y=0 using three-point forward approximations for the the
derivative.
marks Q=b0hv(y)dy
where b=10m is the width of the channel, h=3m is the overall height of the water in the channel,
and v(y) is the water velocity. The water velocity at some different heights are given in the Table 1.
(a1) Using the composite Trapezoidal method to dertermine the flow rate.
(a2) The typical distribution of the velocity v(y) is shown in Figure 1(b). The shear stress xy in the fluid
is described by Newton's equation:
xy=dvdy
where =0.00516Nsm2 is the coefficient of dynamic viscosity. The viscosity can be thought of as a
measure of the internal friction within the fluid. Fluids that obey Newton's constitutive equation are called
Newtonian fluids. Calculate the shear stress at y=0 using three-point forward approximations for the the
derivative.
marks
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