Q$2$: A city with a average flowrate $q_{\text{a}\text{v}\text{e}}=200\frac{L}{p}.$day, has a transmission line shown in figure. Minimum and maximum operation pressures in transmission line are $3$ mwc and $150$ mwc and in network $30$ mwc and $80$ mwc respectively. Dimensionless roughness coefficient $$ is $0,02.$ Also $J_{\text{t}\text{r}\text{a}\text{n}\text{s}\text{m}\text{i}\text{s}\text{s}\text{i}\text{o}\text{n}}=J_{\text{n}\text{e}\text{t}\text{w}\text{o}\text{r}\text{k}}$ and water height in reservoir is $4$ m $.$ Calculate everything