in 1) You need to use the Poiseuille equation for a volumetric flow throw a pipe: Q =(π/8L)*(ΔPr4/μ)
Solve for ΔP = 8LQμ/(πr4). Now put everything in MKS and you will get P in Pascals (/1000 for kPa)
The absolute P at the bug will be 106 kPa - ΔP.
Q = .3 cm3/35 min *(1 min/60 s) *(1 m/102 cm)3 = 1.667 x 10-9 m3/s
r = 5 x 10-6 m and μ is in the right units.
in 2) You need Bernoulli's Equation and the continuity equation
The Bernoulli Equation (divided by density) = 1/2 vm2 + gym + Pm/ρ = 1/2 vf2 + gyf + Pf/ρ
The continuity equation says that vmAm = vfAf or that vf/vm = (rm/rf)2 after substituting πr2 for A and rearranging.
1/2 vm2 + gym + Pm/ρ = 1/2 vm2(rm2/rf2) + gyf + Pf/ρ Subbing in continuity
1/2 vm2 + gym + Pm,G/ρ = 1/2 vm2(rm4/rf4) + gyf Where Pm = Pm,g + Patm and Pf = Patm
vm = sqrt((2*(g(yf-ym) - Pm,G/ρ)/(1-rm4/rf4)) Rearranging and solving for vm
Plug in with radii in meters.