Answer $($manual calculation$)$ written using computer

$($ limited to TWO$(2)$ iterations with the last iteration showing almost ZERO $(0\mathrm{.}0$X$)$ for the

flowrate changes $(^$Q$)).$FACULTY OF CIVIL ENGINEERING AND BUILT ENVIRONMENT UNIVERSITI TUN HUSSEIN ONN MALAYSIA

WATER SYSTEM DESIGN AND MANAGEMENT

BFC $35303$

ASSIGNMENT $(5\%)$

Recommend the flow rate in the water distribution network as shown in Figure $1$ using Hazen William method up to TWO $(2)$ iteration only. Assumed that $C=100$ and use Table $1$ which tabulates the details for each pipe and node to perform the water distribution analysis.

$1\text{'}1$guic $1$