1- Water flows through a horizontal pipe at a rate of 9.1 L/s. The pipe consists of two sections of diameters 10.16 cm and 5.08 cm with a smooth reducing section. The pressure difference between the two pipe sections is measured by a mercury manometer. Neglecting frictional effects, (a) determine the differential height of mercury between the two pipe sections. (b) How would the reading change if the manometer on the 2in pipe is replaced by a pitot tube? 10.16 5.08 h
1- Water flows through a horizontal pipe at a rate of 9.1 L/s. The pipe consists of two sections of diameters 10.16 cm and 5.08 cm with a smooth reducing section. The pressure difference between the two pipe sections is measured by a mercury manometer. Neglecting frictional effects, (a) determine the differential height of mercury between the two pipe sections. (b) How would the reading change if the manometer on the 2in pipe is replaced by a pitot tube? 10.16 5.08 h
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1- Water flows through a horizontal pipe at a rate of 9.1 L/s. The
pipe consists of two sections of diameters 10.16 cm and 5.08
cm with a smooth reducing section. The pressure difference
between the two pipe sections is measured by a mercury
manometer. Neglecting frictional effects, (a) determine the
differential height of mercury between the two pipe sections.
(b) How would the reading change if the manometer on the 2in
pipe is replaced by a pitot tube?
10.16
5.08
h
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