A horizontal pipe line $50m$ long is connected to a water tank at one end and discharges freely to enter into the atmosphere at the other end. For the first $30m$ of its length from tank, the pipe is $200mm$ diameter and its diameter is suddenly calarged to $400mm.$ The height of water level in turk is $10m$ above the centre of pipe. The rate of flow through pipe is $164\mathrm{.}13$ lit$/$sec Consider all minor losses. Take f$-0\mathrm{.}01$ for both section of pipes. Draw TEL and HGL$.$ for flow system.