6.) If the orifice shown in Fig. 52, page 119, has a diameter of 2 in.with a coefficient of contraction of 1.00, determine the discharge ifh = 3.6 ft, PA = 9.7 lb per sq in., pB = 1.3 lb per sq in. and the headlost is 0.8 ft. The liquid is oil (sp gr 0.85). Determine C.%3DAns: Q=0.885 cfs, C=0.985 PAPahmVAhBAFIG. 52. Discharge from orifice.

Given, diameter of orifice= 2 inch Coefficient of contraction= Cc =1 h= 3.6 ft hL = 0.8 ft

6. If the orifice shown in Fig. 52, page 119, has a diameter of 2 in. with a coefficient of contraction of 1.00, determine the discharge if h = 3.6 ft, pA lost is 0.8 ft. The liquid is oil (sp gr 0.85). Determine C. 9.7 lb per sq in., pB = 1.3 lb per sq in. and the head

6. If the orifice shown in Fig. 52, page 119, has a diameter of 2 in. with a coefficient of contraction of 1.00, determine the discharge if h = 3.6 ft, pA lost is 0.8 ft. The liquid is oil (sp gr 0.85). Determine C. 9.7 lb per sq in., pB = 1.3 lb per sq in. and the head

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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