Show me the steps to solve $=,1000k\frac{g}{m^2}1\mathrm{.}13-106-$ and density $\frac{m}{s}$ Figure $3).$ Water viscosity $(d=150mm$ commercial in diameter

The flow is discharged into tank B under pressure $p=40$kPa

What snould be the pressure P$1$ above resenvoir $4.$ To ma nta n the fow: $(10$ points$)$ What is the

horizonta force $($magnitude and direction$)$ acting on the upper knee flexion! In this calculation, internal friction in the knee can be neglected and

ir can be assumed that the sosed la disuliopad and uniform when lasing the knes. $(10$

elean$)$ c$.$ Instead of buiding a pressure drop in tank $4,$ it was suggested to apen resenoi. $4$ to the a:mosphere and use a pump with the deserbed characterstic

In Figure $4.$ Is there an operating point for the given pump that would a low water to be fowed into reservoir $8.$ To solve this section one must work

with a fiction coefficient of $0\mathrm{.}016$ f$.$ The way must be snown and reasoned. $(15$ points$)$

Figure $3-$Water flow system from Maor to tank B