Water is to be pumped from the large tank shown in the figure below with an exit velocity V₂ of 6.3 m/s. It was determined that the original pump (pump 1) that supplies 1 kW of power to the water did not produce the desired velocity. Hence, it is proposed that an additional pump (pump 2) be installed as indicated to increase the flowrate to the desired value. How much power must pump 2 add to the water? The head loss for this flow is hL = 230Q², where he is in m when Q is in m³/s. Assume z = 2.3 m, A₁ = 0.06 m², A₂ = 0.03 m².

Water is to be pumped from the large tank shown in the figure below with an exit velocity V₂ of 6.3 m/s. It was determined that the original pump (pump 1) that supplies 1 kW of power to the water did not produce the desired velocity. Hence, it is proposed that an additional pump (pump 2) be installed as indicated to increase the flowrate to the desired value. How much power must pump 2 add to the water? The head loss for this flow is hL = 230Q², where he is in m when Q is in m³/s. Assume z = 2.3 m, A₁ = 0.06 m², A₂ = 0.03 m².

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

UD Vein 40 40 Vein 60 S A
3 / 5 \times 11 / 4 \text { inches } \times 3^{1 / 6}
A. Draw according to scale. 12km, South 11mm,12\deg South of East 22(m)/(s),45\deg North of West 75cm, North 100k(m)/(h)r,280\deg
8.683 * 0.4039
Determine the coordinates of the centroid of the shaded area. y 15 E 25 30 15 40 50 I 30 – x 95 Dimensions in millimeters Answers: i mm i mm II
1.00 0.75 В 2.00 F 1.50 1.25 0.50 H. 0.25 2.25 A Point of Origin (0,0) 3.00 Figure 1: Angle Spacer Points Absolute Coordinates Relative Rectangular Relative Polar Coordinates Coordinates A F B.
Q: From fig (1) calculate the elevations of marked points then draw the profile by hand (you can use graph paper).?
Get missing distances and bearing
Q1. Draw the plan and components of the given line diagram. Assume necessary any suitable data. W, Bed W, 4 x 3.0 m 4 x 4 m D, W D, Hall D V 2x2 m 2 x 2 m D, 4 x 6 m Kitchen D, Wi 4x 3 m W. D, W D-1000 x 2000 mm, D, - 900 x 2000 mm, W - 900 x 1200 mm, W,- 2000 x 1000 mm, V- 800 x 300 mm. nswer:
2m 12 5 2kN 1.50m 1.50m
Petermine atrero Area = lo mm2 =225 KN %3D Farce ఇపక kN-
32.987 +1,993.25 + 520.09