630 cm^3/s Water at 320 k is PumPed in a 40 mm (id) through a length of 150m in horizontal direction and up through avertical height of 10m. in the Pipe there is a control Valve which may be taken as equivelent to 200 Pipe diameter and also there is other Pipe fitting equivelent to 60d. if the main Pipe has a roughness of 0.0002m. what a power of PumP if It's efficiency is 60% And the viscosity is 0.00065 pa.s

630 cm^3/s Water at 320 k is PumPed in a 40 mm (id) through a length of 150m in horizontal direction and up through avertical height of 10m. in the Pipe there is a control Valve which may be taken as equivelent to 200 Pipe diameter and also there is other Pipe fitting equivelent to 60d. if the main Pipe has a roughness of 0.0002m. what a power of PumP if It's efficiency is 60% And the viscosity is 0.00065 pa.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

- Determine the total head loss hf from A to o in U the susem shown in the figure iF the discharge is |. G0 m ls. Assume f=002 for all pipes 450 mm &, G00m qoomm &, 900m 750mmo,450m IC GO mm & ,720m D
- Dekrmine the total head loss hf. from Å to o in the systen shomwn in the figure iF the discharge is 1. G0 mls. Assume f=0:02 for all pipes 450 mm o, GO0 m 9oomm ở , 90 m 구5Dmmd,40m D GUD mm,720m
water is flowing through a 35cm diameter welded steel pipe (f=0.014) of length 2300m that drains a reservoir under a head of 50m. the pipe has a thickness of 9mm. if the valve at the end of the pipe is closed in 9s. approximately what water-hammer a. 1.667MPa b. 1.567 MPa c. 1.467 MPa d. 1.367Mpa
3. A 30m long, 20mm diameter steel pipe is used to drain an oil tank determine the discharge 3E when the oil level in the tank is 4m above the exit of the pipe. Neglect minor losses, (assume f = 0.12) 4m D-20 mm, L-30 m, t 0.12
What is the difference between the pressure at the two sections? * :A horizontal pipe , I P4 in diameter, taperv gradually to 8 in. in dia meter. If the flow ir 500 cu f4 of water per minute, what i the difference between the presure at the two sections? Given : Quyo ® 500 ft³/min do 8" O 445.66 psf O 417.65 psf O 455.89 psf O 420.11 psf O 432.37 psf
A pump is used to draw water from an open reservoir to an open tank on thetop of a building. The discharge flow rate is 50 lps. The static suction head of the pump is6 m and the static discharge head is 20 m. The cast iron, schedule 40, pipe in the suctionline is 4 inches nominal diameter and 20 m long. The cast iron, schedule 40, pipe in thedischarge line is 6 inches nominal diameter and 65 m long. The fittings and valvesinstalled in the suction line are the following: two 90o standard elbow and one gate valve.For the discharge line, are the following: one check valve, one gate valve, and three 90ostandard elbows. Assuming a water viscosity of 0.001002 Pa-s, and a pump efficiency of82 %. Determine: a) the total dynamic head b) the pump brake power. Show the neat schematic diagram of pumping system. Note: Use Moody’s equation for the value of friction factor; and table for determining the equivalent length of the components.
DT. Asmaa Abdul Jabbar Q2: Water flow from B to A, if real power of pump =175kw, with efficiency 85%. (neglect minor losses) Find: Discharge at each pipe. Pipe No. L (km) D (cm) f 0.018 1 0.5 15 2 0.55 20 0.02 EL.25m A P 1 2 EL.100m B
A pipe system has a discharge of 0.106 m'/s with n- 0.013. Length (m) Pipe Dia (mm0) 1 100 250 150 200 250 150
Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses. Pipe Diameter AB 250 mm 200 mm 400 mm BC BD Length 1200 m 600 m 200 m EL.45m EL 3m. B C EL. 3.0m D EL 0.0m
3)a: For the figure below, find the discharge in pipe, neglect the minor losses only. (e-0.001m, D-Im, L-600m, u-1.307*10 m/sec). LAS 5m 2 1.96 D. b: In a pipe of 300 mm diameter the maximum velocity of the flow is found to be 2 m/s. If the flow in the pipe is laminar, determine: 1) The average velocity and the radius at which having the same velocity magnitude as the average velocity. 2) The velocity at 50 mm from the wall of the pipe. 5964 11.62
Q5: As shown in figure (5). What is the water horsepower of the pump? The pipes characteristics are as follows. Pipe 1 2 3 EL.0.0m D (mm) 200 300 250 L (m) 900 300 1500 0.135 m²/sec f 0.023 0.018 0.02 EL 120m EL.30m
For the hydraulic structure shown below check the thickness of the floor at points (A) and (B) by using Lane's method, and then check the structure against piping use (C-5). u/s F.5.L-112.2 vertical gate all Dimensions in meter Flow 110.0 100.5 108,5 107.9 09 ple (1) 108,9 그 106.5 0.5 pe (2)- 106.1