00:01
Here in this problem consider the equation of velocity distribution for the flow of a thin viscous film down and inclined plane.
00:08
So we will write the velocity profile uy, uy will be equal to row g side theta, rg sine theta divided by mu multiplied by hy minus y squared by 2, y square divided by 2.
00:26
Let us assume this equation be equation number 1.
00:28
Now, now the density is given as specific gravity multiplied by the density of water.
00:36
So it will be equals to 1 ,200 kg per meter cube.
00:42
Now we will calculate the shear stress.
00:44
C .r stress is given as star is equals to mu, d u divided by d .y.
00:50
Let this equation be equation number 2.
00:52
So from equation 1 we can write uy, uy is equal to row g, r g s s theta divided by mu multiplied by h y minus y square so y minus y squared by two or we can further write d u divided by d y d u divided by d y is equal to row g sine theta r g sine theta divided by mu multiplied by h minus y h minus y so let this equation be equation number three now we'll substitute the value of the the value of the u by an equation in the equation two we will find tau is equals to mu multiplied by the d u by d y we have already found as rog sine tita divided by mu multiplied by h minus y or upon further solve the right tau row g sine theta multiplied by h minus y so let's put the values here row is 200 multiplied by g is 9 .81 multiplied by sine 3rd 5 x x the value of h h is 7m so 7 multiplied by 10 to 5 minus 3 meter minus y is 0 so upon solving we get this will be taumax at h is equal to at y is equal to zero we have taum x so taum x is equal to so taum x from here we get 21 .3 pascal so this is the maxim c a stress in x direction 21 .3 pascal now we will calculate the flow rate using equation q is equal to integration u b a so it will be equal to integration from 0 to h multiplied by u y multiplied by a is w multiplied by d y so substitute the value of u in this expression we get q is equal to w multiplied by 0 to h 0 to h rog r g sine theta divided by mu multiplied by multiplied by hy minus y squared by 2, dy, or upon further solving, we get q is equals to rho g, w, sine theta, divided by mu, divided one new multiplied by hq divided by 2 minus h q divided by 6, bracket close.
03:54
So finally, we can write discharge is equal to row g, w rog, sine theta h cube divided by mu, so we will put the values here, w is 1 .2 multiplied by 10 to the power of 3 3 this is the value of this is the value of and the value of g is 9 .81 9 .81 and the theta is 15 degrees so sign 15 degree multiplied by the value of h is 7 multiplied by 10 to the power of minus 3 this will be in cube divided by 3 multiplied by 3 multiplied the viscosity is given as 1 .6 1 .6.
05:02
Let's write it is q divided by w...