Water flows from the faucet on the second floor of the building shown in Fig, with a maximum discharge 0.0004 m³/s and the of the head of faucet (l)is 1cm diameter, For steady inviscid flow. Acceleration of gravity is 9.81 m/s². 1- Determine the maximum water second flow velocity from the faucet on the first floor and from the basement faucet (assume each floor is 3 m tall and the faucet head diameter is 1cm). 2- Determine the maximum flow Q-4 E-04 m³/s discharge from the basement faucet if a faucet is replaced with one has 2 cm diameter and closed the faucets in first and second floors. first الأول 3.0 m Basement 0.5 m 2.5 m 1 0.5 m

Water flows from the faucet on the second floor of the building shown in Fig, with a maximum discharge 0.0004 m³/s and the of the head of faucet (l)is 1cm diameter, For steady inviscid flow. Acceleration of gravity is 9.81 m/s². 1- Determine the maximum water second flow velocity from the faucet on the first floor and from the basement faucet (assume each floor is 3 m tall and the faucet head diameter is 1cm). 2- Determine the maximum flow Q-4 E-04 m³/s discharge from the basement faucet if a faucet is replaced with one has 2 cm diameter and closed the faucets in first and second floors. first الأول 3.0 m Basement 0.5 m 2.5 m 1 0.5 m

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

Water flows from a tank thru a 200mm and 125mm diameter circular orifice with a total drop in water surface of 12m. The coefficient discharge for each orifice is C = 0.65. Considering the flow uniform and neglecting velocity of approach, determine the height hi and h2 and the maximum discharge. H2 nes) 立

Fluid Flow
A pump is discharging 12 lit/sec ofwater through 100mm diameter smooth steel pipe. When the pump is 720 kPa, the discharge pipe is at a point 540m distant from the pump and 45m higher in elevation. a. What is the velocity of flow on the discharge side of the pump? b. Assumingf= 0.025, compute the head loss of the pipe. c. Compute the pressure expected in the discharge pipe. 2 45 m 540m - 100mm dia
A flow of water of 100 lt/sec flowing through rectangular tube of width 600 mm and having adjustable bottom slope with C = 56. Find the bottom slope required for uniform flow of depth 300 mm. Also, determine the convenience of fume.
7. Barometeric pressure is 101.3 kPa and vapor pressure of water is 32.4 kPa. Calculate the elevation (in meters) of the tubing end 3 for maximum flowrate through this pipeline. Also sketch the energy line, EL (color red) and the hydraulic grade line, HGL (color blue) on the drawing for this situation. El. 34 Water 150 mm d EI. 30.5
Subject : Fluid mechanics Give me all answers.. Urgent
A flow of water of 100 lt/sec flowing through rectangular tube of width 600 mm and having adjustable bottom slope with C = 56. Find the bottom slope required for uniform flow of depth 300 mm. Also, determine the convience of fume.
Water is flowing in the straight 100mm diameter coated cast iron as shown in the figure. Due to continous supply, the water level of the reservoir remains constant at all time. By using Darcy Weisbach and Hazen William’s formula of head loss, determine the flow rate in the pipe.