A pipe network transmits $Q_{\text{t}\text{o}\text{t}\text{a}\text{l}}=22cfs$ of water from point $A$ to point $D$ as shown. All pipes are new $PVC$ with $C_{HW}=130.$ The valve losses are calculated using $K_{\text{v}\text{a}\text{l}\text{v}\text{e}}=0\mathrm{.}75.$ The EGL at $A$ is $55ft.$

$\backslash$table$[[$Pipe No$.,$Length $($ft$),\backslash$table$[[$Diameter$],[($in$)]],K_i,Q_i$