A pipe carrying water tapers from 300 mm diameter to 150 mm diameter. Section l is 8 m and Section 2 is 3 m above the reference line. The pressure at section 1 is 2 MPa and at section 2 is 0.5 MPa,...

Extracted text: A pipe carrying water tapers from 300 mm diameter to 150 mm diameter. Section l is 8 m and Section 2 is 3 m above the reference line. The pressure at section 1 is 2 MPa and at section 2 is 0.5 MPa, both are above atmospheric pressure. The discharge is 2.4 m3/min. Find i. The head loss between section 1 and 2 by using Bernoulli's equation ii. Difference of kinetic heads between section 1 and section 2 /// 7//// / ! // Q=2.4 m³/min 8 m 3 m Reference line P-2 Мра =300 mm P-0.5 Мра D=150 mm