1. Water is to be delivered from a reservoir through a pipe to a lower level and discharged into the air, as shown in Fig. 19. If head loss in the entire system is 11.58m, determine the vertical distance between the point of water discharge and the water in the reservoir. Note: g-9.807m/s² Water 50-mm-diameter pipe Fig.19 Q-0.00631 m² s

1. Water is to be delivered from a reservoir through a pipe to a lower level and discharged into the air, as shown in Fig. 19. If head loss in the entire system is 11.58m, determine the vertical distance between the point of water discharge and the water in the reservoir. Note: g-9.807m/s² Water 50-mm-diameter pipe Fig.19 Q-0.00631 m² s

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

Q.2. For the pipe network shown in the figure below, find the diameter of pipe (DC) if the head losses at the pipes (AB) and (BC) are (7.5m) and (2.5m) respectively. Knowing that L=500 m and CHW-100 for all the pipes in the loop. 60 l/s A 200mm 150mm B D 250mm C D.? 601/s
The sluice gate shown is in a channel that is 4 feet wide. The depth of y, is 6 feet and the depth of y, is 1 feet. Assume no loss of energy. a. What are the velocities V, and V, (in ft/s)? b. What is the discharge Q (in cfs)?
Determine the flow (m³/s) in each of the pipes shown in the figure. Assume f = 0.02 for all pipes.
hydraulics fluid flow in closed conduits: pipe networks
Pipes 1, 2 and 3 are 300 m., 150 and 250 m. long and 25 cm. 12 cm. and 20 cm. diameter with friction factor f1, f2 and f3 equal to 0.019, 0.021 and 0.02 respectively and are connected in series. If the difference in elevation of the ends of the pipe is 10 m., what is the rate of flow in m3/sec? Neglect minor losses. a. 0.856b. 0.029c. 0.145d. 0.096
Consider the section of water distribution piping shown below. Ignoring minor losses, find the flow rate in pipe CB, the total energy at point C, and the pressure at point D. The water temperature is 10°C. C-D: 400m @ 325mm ø D-B: 400m @ 325mm (C=140,k, =1.5x106 m) (C=140,k=1.5x10“ m) Demand = 0.78m³/s C D ZD= 50m Ев 80m zc=45m ZB= 40m A-B: 3000m @ 400mm ở E = 141m (C=120, k =5.3x10+ m) ZA = 60m Flow rate in pipe CB (in m3/s)? Total energy at C (in m)? Pressure at D (kPa)? A-C: 2200m @500mm (C=120, k =5.3x10+ m)
Water flows through the pipe at A at 64 kg/s, and then out of B with a velocity of 4 m/s, as shown in (Figure 1). 100 mm B VB 60 mm 160 mm Determine the average velocity at which it flows in through C.
Compute the flow in m^3/s for pipe 1, 2, 3, 4, 5, 6
The flow rate of water through the pipe system shown in the figure is 30 lit/s under the total head loss of 10m. Assume C = 120 for all pipes. Determine the diameter of line C in mm.
200mmø 690mm 300 mm 400 mmø 金Ho0 Z Hg (13.6) A 200mm diameter venturi meter is installed in a 400mm diameter vertical main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 300mm and the vertical distance between point 1 and point 2 is 690mm, determine the discharge in the system assuming a head loss of 600mm.
Addtl Qs. Determine the flow in line DC
please do step by step The pipe in figure discharges water from an upper tank to a lower tank as shown. The pipe consists of 500-ft long of a 6-in diameter wrought iron (f = 0.016) Neglect minor losses.