a)
conside a canal with height H and length L,with water of constant density is flowing through it,
we know that the presser exerted at a depth H is given by P=Hρg
(where ρ is the density,g is the gravitational constant and H is the height)
and the general expression for presser is given by P=F/A (where F is the foece acting,A is the area of cross section)
that is dP=dF/dA ,dF=dP*dA
now presser exerted at a distance x is given by P=xρg
dA=dx*dL
total force acting F=∫dF=∫xρg*dx*dL=Lρg*x2/2|0H=LρgH2/2
so force per unit length =F/L=ρgH2/2
b)
if there is a linear change in density with depth ,then density at a depth x is given by ρ=ρ0x
(every thing will be reamains the same)
presser exerted at a distance x is given by P=xρg=x*ρ0x*g=ρ0x2g
(everything remains the same)
total force acting F=∫dF=∫ρ0x2g*dx*dL=L*ρ0g*X3/3=L*ρ0g*H3/3
force acting per unit length =F/L=ρ0g*H3/3
5. (a) In Grand Bahama canals were built to transport logs from inland to the sea....