In Problem, the head loss from the abrupt contraction and expansion were calculated to be 0.606 m and 1.03 m, respectively. With the same flow rate and geometry, determine the corresponding head losses if a 15° confusor and a 15° diffuser are used to reduce the head losses.
Problem A 30-cm diameter pipe conveys water at the rate of 106 L/sec. Determine the contraction head loss if the diameter is suddenly reduced to 15 cm. Compare this with the head loss incurred when the 15-cmpipe suddenly expands to 30 cm.
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