Please answer the problem in the picture and show all of your work for it please. Problem 10For a pump with the characteristics of the figure below, plot the head-discharge curve if the pump is 14 in.in diameter and is operated at a speed of 1000 rpm.5.00Cp and CH4.003.002.001.00Crand wol y0.20.4Co0.60.820percent100

Answered: Image /qna-images/answer/cd14d3e8-45d6-4d73-bdc3-ae63d751e6e6.jpg

Answered: Problem 10 For a pump with the…

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

(CLO1/ELO1, 2 min) [2] (3] Find the value of a (m3/s) in pipe 2. If the pump characteristic curve is known Hp = 90 – 1002 ; The elevations of A, B and C are 20m, 40m and 45m, respectively; Pipe L(m) D(m) f K 125 0.35 0.03 2 150 0.2 0.02 3. 500 0.2 0.03 1 4 600 0.2 0.02 400 0.25 0.02 2 Select one: a. 0.15 b. 0.30 c. 0. 34 d. 0.25 e. 0.20
Question 1 The approximate RTT is based on the A of properties over A and outlets. Question 2 In the simple graphical set-up we drew for the RTT derivation, when is the system the same as the control volume? always never at time = t + delta_t at time = t
Fluid Flow in Pipes 2. The flow from pipelines A to F is 300 lit/s. Using a friction factor of 0.015 for all pipelines and with the properties listed below, compute a. the discharge at B b. the discharge at E c. the discharge at D d. headloss from 1 to 5 Pipelines A TEOREY B C D F Length (m) 350 300 320 1100 550 650 Diameter (cm) 40 25 25 30 20 45
The volume of discharge at a specific gauging station were recorded and tabulated below. The gauge height at zero discharge was determined to be h_o=20.8m. (i) Develop the stage discharge relationship in equation form. (ii) Calculate for the discharge that corresponds to the stage of 2675 m3/s and 2725m3/s.
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.
A 1 m diameter new cast iron pipe 800 m long and has a head loss of 1.11m. Find the discharge in Lit/sec if C=130.90 Group of answer choices 890.14 918.40 980.41 809.41
Using the information and the following data that were collected for two verticals in a stream at a gauging station. What is the discharge in m³ in the elemental strips by the mid-section method. V = 0.7N + 0.03 N = rev/sec Distance from depth (m) Immersion of current meter below water surface one end of water surface (m) 3 6 Select one: O a. 5 O b. 9.4 O C. 9 0.8 1.2 at 0.2d Rev 135 150 Sec 150 100 at 0.8d Rev 97 150 Sec 151 138
The pipe flow in the figure is driven by pressurized air in the tank. Assuming f = 0.014 and the flow rate is 17.36 liters/sec. Find 20m-1 50mm 10m Find the head loss pipe gage pressure needed to provide the cuid water a Towirste 2132786 liters bec P open jet 100m 40m 8.84 2673.06 178.5 856.25 2157.3 3.58 210.2 OOOO оооо 382.2 73.5
Q5) The following data were collected for two verticals in a stream at a gauging station. Compute the discharge in the elemental strips by (i) the mid-section method (ii) the mean-section method Distance from Depth, d Immersion of current meter опe end of (т) below water surface (m) water surface at 0.2d at 0.8d (m) rev sec rev sec 0.8 135 150 97 151 1.2 150 100 150 138 Rating equation of the current meter; v= 0.7 N+0.03 where N= rev./sec, v = velocity (m/sec).
Problem 7 - 64 Determine the flow in each pipe in the figure shown and the elevation of reservoir Cif the inflow to reservoir A is 515 Lit/sec. L El. ? C El. 90 m El. 90 m D 300m - 450 mm t= 0.03 El. 80 m 600m - 600 mm t-0.025 300m - 450 mm f0.03 900m- 450 mm 600m - 450 mm Fx 0.03
5) Given the pump curve below, what will be the flow rate and head added for three of these pumps is operating in parallel and each pump is operating at point 2? Standard System 1200 3 hp 900 600 300 2 4 6 10 12 14 16 GPM Feet of Head (TDH)
A pump is being used to lift water from the bottom tank to the top tank in a pipe of diameter (d) at a discharge (Q). The pipe system comprises four 90° threaded elbows. The pipe entrance is sharp-edged, and the pipe exit is sudden. An Angle Valve (fully- open) is used to control the discharge in the pipeline. elbow, elbow PampX elbow Given the values of Q [L/s], and d [cm], caleulate the power loss due to components (i.e., minor loss) in the pipe (Pminor toss) in [W]. Valve elbow Givens: Q = 9.34 d = 9.296 Answers: (1) 97.587 (2) 52.043 (3) 83.932 (4) 61.849

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Problem 10 For a pump with the characteristics of the figure below, plot the head-discharge curve if the pump is 14 in. in diameter and is operated at a speed of 1000 rpm. 5.00 Cp and CH 4.00 3.00 2.00 1.00 Cr and wol y 0.2 0.4 Co 0.6 0.8 20 percent 100