TRANSPORT PHENOMENA I NEED FULL MICROBALANCES PLEASE.

Flow inside a pipeline. You are in a chemical plant working as a process engineer. The plant is dedicated to the production of a low$-$molecular weight derivative from petroleum $($after refining and all of that$).$ Your first assignment is to analyze the effect of the viscosity of the liquid product in the pumping costs of the main pipe that sends the product from their production facility to their storage facility. The electricity, natural gas, and oil costs are getting expensive. So$,$ they want to save as much as possible, including in their pumping expenses. This section of the pipe is positioned perfectly horizontally between the two facilities $($goes underground$).$ For this, they give you about $1$ h to provide an initial approximation of how much the volumetric flow rate is affected by the dynamic viscosity of the fluid.

The liquid product is known to behave as a Newtonian fluid. The pipe is always at a constant $20\backslash$deg C$.$ At ambient conditions, the fluid can be considered incompressible. The pipe has an inner diameter Do and a length L$.$ The company runs this pipe continuously at steady$-$state and the fluid flow can be considered fully developed $($entrance effects neglected in this section$).$ The Reynolds number for this flow system is known to be lower than $2100,$ where the viscosity u is known to be constant and the friction force imposed by the pipe's inner wall is suspected to be giving flow rates different from the previously expected values.

$-$Draw one microvolume for every term force term from the Equation of Motion that you need for these problems. For example, one to do a microbalance of the viscous forces $($with the components of the stress tensor that are appropriate according to your axes$).$ The end result must be a partial differential equation containing mechanical pressure and viscous stress terms for the system at steady$-$state with no convective terms.

$-$Explain how you can use the conditions mentioned in the problem statement to cancel out some terms from your partial differential equation in order to make it solvable $($on paper$)$ within an hour. Explain the cancellation and write down the final ordinary differential equation that you plan to integrate to model this flow.

$-$Establish appropriate boundary conditions according to your

GDE.

$-$Obtain a $1$D model for the shear stress inside your control volume.

$-$Obtain a $1$D model for the velocity as a function of position inside

your control volume.