Question: 3 . Given the two - dimensional overflow structure ( open channel flow ) below, calculate the a . flow per unit width of the

3. Given the two-dimensional overflow structure (open channel flow) below, calculate the
a. flow per unit width of the structure in meters squared per second and
b. the magnitude of the horizontal force in kilonewtons per meter of the fluid on the structure.
Formulas
s.g.=(\rho _(sub))/(\rho _(H_(2)o)),\gamma _(water )=62.4(lb_(f))/(ft^(3)),\gamma _(water )=9810((N))/(m^(3)),\gamma =\rho g,g=9.81((m))/(s^(2))=32.2(ft)/(s^(2))
\tau =\mu (dv)/(dy),\mu =\rho
u ,p_(atm )=14.7\psi =101.33kPa,R=8.314(LPa)/( Kmol )
u _(()()water )=1.003\times 10^(-6)(m^(2))/((s)) at 10\deg C=1.059\times 10^(-5)(ft)/((s))s at 70\deg F
F=\gamma h_(c)A,y_(p)=y_(c)+(I_(c))/(y_(c)A),Re=(\rho vL)/(\mu )=(vL)/()
u ,Q=va,PV=mRT
(P_(1))/(\gamma )+z_(1)+(v_(1)^(2))/(2g)=(P_(2))/(\gamma )+z_(2)+(v_(2)^(2))/(2g)=H,7.48 gallons =1ft^(3),1lb_(f)=32.2(lb_(m)ft)/(s^(2))
(P_(1))/(\gamma )+z_(1)+(v_(1)^(2))/(2g)+h_(u)=(P_(2))/(\gamma )+z_(2)+(v_(2)^(2))/(2g)+h_(e)+h_(l),P=(\gamma Qh_(u))/(550)(horsepower)=(\gamma Qh_(u))/(1000)(kilowatts)
\sum vec(F_(ext ))=\rho Q(vec(V_(2))-vec(V_(1))),\sum F_(x)=\rho Q(V_(x,2)-V_(x,1)),\sum F_(y)=\rho Q(V_(y,2)-V_(y,1))
(a) nectangre
A=\pi (R^(2))/(2),I_(\times ,C)=0.109757R^(4)
A=\pi a(b)/(2),I_(\times ,C)=0.109757ab^(3)
(d) Triangle
(e) Semicircle
(f) Semiellipse
Figure 3-32 of Cengel
3 . Given the two - dimensional overflow

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