CIVIL ENGINEERING: FLUID MECHANICS

Wednesday, July 18, 2018

FLUID MECHANICS

CALCULATE THE DISCHARGE

Example 2 . Four pipes connected in parallel as shown. The following details are given: Pipe L (m) D (mm) 200 300 150 100 200 250 300 200 0.020 0.018 0.015 0.020 2 4 . Irz,-150 m , Z,-144m, determine the discharge in each pipe (assume P-PB Patm) (and VA-V-0) ie 3 Two reservoirs with a difference in water levels of 180 m are connected by a 64 km long pipe of 600 mm diameter and f of 0.015. Determine the discharge through the pipe. another pipe of the same diameter is to be laid from the lower reservoir for half the length and connected to the first pipe (see figure below). Determine the new discharge 32km H-180m

CALCULATE THE DISCHARGE THROUGH THE PARALLEL PIPE ABD AND ACD

CALCULATE THE RELATIVE DENSITY AND WEIGHT OF FLUID, IF THE KINETIC AND DYNAMIC VISCOSITY ARE GIVEN

CALCULATE THE FORCE ON THE CIRCULAR PLATE BY FLUID

2.3 Calculate the force due to water on the circular panel, and the torque about location (a). The water is static and constant-density freshwater at 20 Celsius. origin c 20 cm D = 60 cm panel e 50 cm b=100 cm

CALCULATE THE DISCHARGE

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