A pipeline, 300 mm in diameter and 10000 m long and with roughness (k)of 0.03 mm conveys
1.The ColebrookWhiteequation
reservoir remains full, estimate the flow rate using the following methods:
water from a reservoir (free surface level is 850 m above datum) to a water treatment plant
(inlet water level 700 m above datum).Assuming separation losses are negligible, and the
2.The Moody diagram(including an outline of the Moody diagram solution method)