3.36 Water flows into the sink shown in Fig. P3.36 and Video V5.1 at a rate of 2 gal/min. If the drain is closed, the water will eventually flow through the overflow drain holes rather than over the edge of the sink. How many 0.4-in.-diameter drain holes are needed to ensure that the water does not overflow the sink? Neglect viscous effects. 1 in. Q = 2 gal/min 0.4-in.-diameter holes Stopper

3.36 Water flows into the sink shown in Fig. P3.36 and Video V5.1 at a rate of 2 gal/min. If the drain is closed, the water will eventually flow through the overflow drain holes rather than over the edge of the sink. How many 0.4-in.-diameter drain holes are needed to ensure that the water does not overflow the sink? Neglect viscous effects. 1 in. Q = 2 gal/min 0.4-in.-diameter holes Stopper

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Air flows at the rate of 1.5 m³/s through a horizontal pipe with a gradually reducing cross- section as shown in the figure. The two cross- sections of the pipe have diameters of 400 mm and 200 mm. Take the air density as 1.2 kg/m and and assume inviscid incompressible flow. The change in pressure (p2 - P₁) (in kPa) between sections 1 and 2 is Air Flow 1.5 m³/s 1 400 mm ↓ 200 mm
q5
Q₁/Water flows in the pipe shown in Fig. No. (1) from point No. (1) to point No.(2) at flow rate of Q = 0.1414 (m³/s). If P₁ is 70 (Bar), P2 is 9.81 (Bar), f= 0.02 and length of pipe from point No. (1) to point No.(2) is 15.67 (km). (1) Find the diameter of the pipe (2) Find flow velocity in the pipe. (3) Draw the H.G.L. of flow in the pipe. Fig.(1) P2=9.81 (Bar) B 400 m Q 30° p1 = 70 (Bar) A Reference Line
In a sudden enlargement of a pipe cross-section, if the velocity of flow at the inlet of pipe (V1) = 40 m/s, velocity of flow at the outlet of the pipe (V2) = 20 m/s and the acceleration due to gravity is assumed to be 10 m/s2, then the loss of head due to sudden enlargement of pipe is: a. 18 m of water b. 40 m of water c. 15 m of water d. 20 m of water
Water flows through a pipe AB withm diameter andm/s then passes through pipe BC with diameter. The flow in branch CE is AB (in cubic meter/second), the velocity (in meter/ second) in BC and CD and the diameter (in meter) of CE if CD is m/s. Find the volume rate in m in diameter and carries 1/3 of the flow in AB. 0.8 m B. 1.2 m 1.5 m VAB- 3 m/sec Q2 E VoE 2.5 m/sec
Find the time required to drain the water completely from tank shown in figure
Water at 100 kPa flowing in a 10-cm-diameter pipe passes through a 2-cm-diameter flow nozzle equipped with a manometer across the nozzle. 10 cm 8 cm S = 10 12 cm S- 13 16.0 Determine the flow of water through the nozzle if coefficient of discharge is 0.7 a.) 1498 mL/s b.) 1433 mL/s c.) 4488 mL/s d.) 4539 mL/s e.)
Q4: A tank of water empties by gravity through a horizontal pipe into another tank in figure (1) .There is a sudden enlargement in the pipe as shown.At a certain time the difference in levels is 3m.Each pipe is 5m long and has a friction coefficient Cf-0.007 The inlet loss constant is K=0.5 and bore diameter in point A 20mm ,and bore diameter in point B 60mm.Calculate this point. the volume flow rate at Calculate the volume flow rate at this point. (1) 20 mm bore diameter 3 m 60 mm bore diameter (2)
Water is flowing through a venturimeter shown. The difference in pressure between Point 1 (D = 4cm) and Point 2 (D = 2cm) is measured using open tubes. If h is 50cm, solve the velocity of flow at Point 1. h O 0.81m/s O 0.88m/s 2.02m/s O 1.29m/s
Mato 5
Fluid mechanics