graph this data Input Power (W) versus Discharge capacity (GPM). Use separate curves for each RPM. Pump
No answer yet for this question.
Ask a Tutor
Question:
graph this data
- Input Power (W) versus Discharge capacity (GPM). Use separate curves for each RPM.
- Pump head (ft) versus Discharge capacity (GPM). Use separate curves for each RPM.
- Pump overall efficiency (η) versus Discharge capacity (GPM). Use separate curves for each RPM.
- Head coefficient (Ch) versus Flow coefficient (Cq). Use data for all RPM's on one curve.
- Power coefficient (Cp) versus Flow coefficient (Cq). Use data for all RPM's on one curve.
- Pump overall efficiency (η) versus Flow coefficient (Cq). Use data for all RPM's on one curve.
Transcribed Image Text:
A B C D E F G 1 DATA 2 Pump speed N = 1509 RPM H I J K L M N P Q R S RESULTS Volume of Q Pump speed N = 1509 RPM H 3 Pa or P2 Ps or P water (L) Run # Time (sec) 4 1567822211022222222222220323731 1 0 2 0.1 3 0.2 4 9 5 6 7 8 14 9 10 11 12 13 19 14 15 16 17 24 18 19 20 21 22 29 23 24 25 26 27 9 -3333337-3383-277-8333-333-3 (bar) (bar) Vfinal - Input- Power (W) Run # Pf (watt) Pb (watt) n(%) Cq Ch Cp Ns, us L/s GPM m ft Vinitial -0.36 22 42.63 130 1 0.5161 8.1590 3.8535 12.6394 19.4888 -0.29 22 52.79 125 2 0.4167 6.5887 4.1596 13.6435 16.9882 -0.22 20.5 61.84 125 3 0.3315 5.2410 4.4657 14.6475 14.5078 119.6 115 115 16.2950 14.7724 1.7994 0.1018 1.12E-03 1.4531 0.1099 1.08E-03 12.6155 1.1559 0.1180 1.08E-03 0.3 -0.2 17 69.01 120 4 0.2463 3.8946 5.2820 17.3251 12.7516 110.4 11.5504 0.8589 0.1395 1.04E-03 0.4 -0.19 12.5 59.72 120 5 0.2093 3.3092 6.2004 20.3373 12.7185 110.4 11.5204 0.7298 0.1638 1.04E-03 0.5 -0.18 6.5 79.05 115 6 0.0822 1.3000 7.1188 23.3496 5.7364 105.8 5.4220 0.2867 0.1880 9.94E-04 0.6 -0.18 0 1 115 7 0.0000 0.0000 8.1392 26.6965 0.0000 105.8 0.0000 0.0000 0.2150 9.94E-04 Pump speed N = 2101 RPM Pump speed N = 2101 RPM 0 -0.55 22 27.84 270 8 0.7902 12.4934 5.7922 0.2 -0.45 20.5 29.82 265 9 0.6875 10.8686 6.8127 18.9986 22.3455 44.8566 248.4 18.0582 1.9790 0.0789 8.64E-04 45.8975 243.8 18.8259 1.7216 0.0928 8.48E-04 0.4 -0.35 19 33.51 260 10 0.5670 8.9641 7.8331 25.6924 43.5248 239.2 18.1960 1.4199 0.1067 8.32E-04 0.6 -0.29 15.5 36.94 245 11 0.4196 6.6338 9.2616 30.3782 38.0845 225.4 16.8964 1.0508 0.1262 7.84E-04 0.8 -0.23 13.5 44.9 240 12 0.3007 4.7535 10.6902 35.0639 31.4992 220.8 14.2659 0.7530 0.1457 7.68E-04 1 -0.2 11 58.46 230 13 0.1882 2.9748 12.4249 40.7537 22.9115 211.6 10.8277 0.4712 0.1693 7.36E-04 1.2 -0.19 6 91.64 225 14 0.0655 1.0351 14.3637 47.1128 9.2163 1.3 -0.19 0 7 220 15 0.0000 0.0000 15.3841 50.4598 0.0000 207 202.4 4.4523 0.1640 0.1957 7.20E-04 0.0000 0.0000 0.2096 7.04E-04 Pump speed N3 = 2723 RPM 0 -0.58 22.5 26.53 460 16 0.8481 13.4083 6.0984 0.2 -0.57 20.5 23.26 475 17 0.8813 13.9339 8.0371 20.0026 26.3618 Pump speed N3 = 2723 RPM 50.6856 69.4180 0.4 -0.58 20.5 23.3 485 18 0.8798 13.9100 10.1800 33.3904 87.7752 0.6 -0.51 21 26.66 480 19 0.7877 12.4534 11.5065 37.7414 88.8239 423.2 437 446.2 441.6 11.9768 1.6387 0.0495 6.76E-04 15.8851 1.7030 0.0652 6.98E-04 19.6717 1.7001 0.0826 7.13E-04 20.1141 1.5220 0.0933 7.06E-04 0.8 -0.43 19.5 27.73 465 20 0.7032 11.1176 12.7310 41.7577 87.7352 427.8 20.5085 1.3588 0.1033 6.84E-04 1 -0.38 18.5 30.53 455 21 0.6060 9.5802 14.2616 46.7782 84.6916 418.6 20.2321 1.1709 0.1157 6.69E-04 1.2 -0.31 19 39.33 445 22 0.4831 7.6376 15.5882 51.1292 73.7990 409.4 18.0261 0.9335 0.1264 6.54E-04 1.4 -0.28 18 43.83 440 23 0.4107 6.4928 17.3229 56.8190 69.7183 404.8 17.2229 0.7935 0.1405 6.47E-04 1.6 -0.24 14.5 47.49 480 24 0.3053 4.8272 18.9555 62.1741 1.8 -0.21 11 53.72 475 25 0.2048 3.2373 20.6902 67.8639 -0.19 7.5 67.19 405 26 0.1116 1.7648 22.5269 73.8884 2.2 -0.19 0 395 27 0.0000 0.0000 24.5678 80.5822 56.7188 41.5191 24.6425 0.0000 441.6 12.8439 0.5900 0.1538 7.06E-04 437 9.5009 0.3957 0.1678 6.98E-04 372.6 6.6137 0.2157 0.1827 5.95E-04 363.4 0.0000 0.0000 0.1993 5.81E-04 34 A B C D E F G 1 DATA 2 Pump speed N = 1509 RPM H I J K L M N P Q R S RESULTS Volume of Q Pump speed N = 1509 RPM H 3 Pa or P2 Ps or P water (L) Run # Time (sec) 4 1567822211022222222222220323731 1 0 2 0.1 3 0.2 4 9 5 6 7 8 14 9 10 11 12 13 19 14 15 16 17 24 18 19 20 21 22 29 23 24 25 26 27 9 -3333337-3383-277-8333-333-3 (bar) (bar) Vfinal - Input- Power (W) Run # Pf (watt) Pb (watt) n(%) Cq Ch Cp Ns, us L/s GPM m ft Vinitial -0.36 22 42.63 130 1 0.5161 8.1590 3.8535 12.6394 19.4888 -0.29 22 52.79 125 2 0.4167 6.5887 4.1596 13.6435 16.9882 -0.22 20.5 61.84 125 3 0.3315 5.2410 4.4657 14.6475 14.5078 119.6 115 115 16.2950 14.7724 1.7994 0.1018 1.12E-03 1.4531 0.1099 1.08E-03 12.6155 1.1559 0.1180 1.08E-03 0.3 -0.2 17 69.01 120 4 0.2463 3.8946 5.2820 17.3251 12.7516 110.4 11.5504 0.8589 0.1395 1.04E-03 0.4 -0.19 12.5 59.72 120 5 0.2093 3.3092 6.2004 20.3373 12.7185 110.4 11.5204 0.7298 0.1638 1.04E-03 0.5 -0.18 6.5 79.05 115 6 0.0822 1.3000 7.1188 23.3496 5.7364 105.8 5.4220 0.2867 0.1880 9.94E-04 0.6 -0.18 0 1 115 7 0.0000 0.0000 8.1392 26.6965 0.0000 105.8 0.0000 0.0000 0.2150 9.94E-04 Pump speed N = 2101 RPM Pump speed N = 2101 RPM 0 -0.55 22 27.84 270 8 0.7902 12.4934 5.7922 0.2 -0.45 20.5 29.82 265 9 0.6875 10.8686 6.8127 18.9986 22.3455 44.8566 248.4 18.0582 1.9790 0.0789 8.64E-04 45.8975 243.8 18.8259 1.7216 0.0928 8.48E-04 0.4 -0.35 19 33.51 260 10 0.5670 8.9641 7.8331 25.6924 43.5248 239.2 18.1960 1.4199 0.1067 8.32E-04 0.6 -0.29 15.5 36.94 245 11 0.4196 6.6338 9.2616 30.3782 38.0845 225.4 16.8964 1.0508 0.1262 7.84E-04 0.8 -0.23 13.5 44.9 240 12 0.3007 4.7535 10.6902 35.0639 31.4992 220.8 14.2659 0.7530 0.1457 7.68E-04 1 -0.2 11 58.46 230 13 0.1882 2.9748 12.4249 40.7537 22.9115 211.6 10.8277 0.4712 0.1693 7.36E-04 1.2 -0.19 6 91.64 225 14 0.0655 1.0351 14.3637 47.1128 9.2163 1.3 -0.19 0 7 220 15 0.0000 0.0000 15.3841 50.4598 0.0000 207 202.4 4.4523 0.1640 0.1957 7.20E-04 0.0000 0.0000 0.2096 7.04E-04 Pump speed N3 = 2723 RPM 0 -0.58 22.5 26.53 460 16 0.8481 13.4083 6.0984 0.2 -0.57 20.5 23.26 475 17 0.8813 13.9339 8.0371 20.0026 26.3618 Pump speed N3 = 2723 RPM 50.6856 69.4180 0.4 -0.58 20.5 23.3 485 18 0.8798 13.9100 10.1800 33.3904 87.7752 0.6 -0.51 21 26.66 480 19 0.7877 12.4534 11.5065 37.7414 88.8239 423.2 437 446.2 441.6 11.9768 1.6387 0.0495 6.76E-04 15.8851 1.7030 0.0652 6.98E-04 19.6717 1.7001 0.0826 7.13E-04 20.1141 1.5220 0.0933 7.06E-04 0.8 -0.43 19.5 27.73 465 20 0.7032 11.1176 12.7310 41.7577 87.7352 427.8 20.5085 1.3588 0.1033 6.84E-04 1 -0.38 18.5 30.53 455 21 0.6060 9.5802 14.2616 46.7782 84.6916 418.6 20.2321 1.1709 0.1157 6.69E-04 1.2 -0.31 19 39.33 445 22 0.4831 7.6376 15.5882 51.1292 73.7990 409.4 18.0261 0.9335 0.1264 6.54E-04 1.4 -0.28 18 43.83 440 23 0.4107 6.4928 17.3229 56.8190 69.7183 404.8 17.2229 0.7935 0.1405 6.47E-04 1.6 -0.24 14.5 47.49 480 24 0.3053 4.8272 18.9555 62.1741 1.8 -0.21 11 53.72 475 25 0.2048 3.2373 20.6902 67.8639 -0.19 7.5 67.19 405 26 0.1116 1.7648 22.5269 73.8884 2.2 -0.19 0 395 27 0.0000 0.0000 24.5678 80.5822 56.7188 41.5191 24.6425 0.0000 441.6 12.8439 0.5900 0.1538 7.06E-04 437 9.5009 0.3957 0.1678 6.98E-04 372.6 6.6137 0.2157 0.1827 5.95E-04 363.4 0.0000 0.0000 0.1993 5.81E-04 34
Expert Answer:
Posted Date:
Students also viewed these mechanical engineering questions
-
National Cranberry Cooperative 9. Analyze RP1 on an average day when 10,000 barrels of cranberries arrive. (Assume that 70 percent of the berries are wet, and there is no plant idle time or that...
-
An investment firm is selling a new product that will pay $100 at the end of each of the next 20 years. If the new investment costs $1,246 to purchase, what is its internal rate of return (IRR)?
-
Given an \(n\)-by- \(n\) subarray of black (1) and white (0) pixels, design a linear-time algorithm that finds the largest square subarray that contains no white pixels. In the following example, the...
-
Find the x-values where the following do not have derivatives. + -6 + y 8 0 6 X
-
A variable of a population is normally distributed with mean and standard deviation . For samples of size n, fill in the blanks. Justify your answers. a. 68.26% of all possible samples have means...
-
Use the equipartition theorem to estimate the constant-volume molar heat capacity of (a) 03 (b) C2H6, (c) CO2 in the gas phase at 25e.
-
Why must a performance index often be described by a probability distribution rather than a single point estimate?
-
Accountants for Smithson, Inc. have assembled the following data for the year ended December 31, 2016: Prepare Smithsons statement of cash flows using the indirect method. Include an accompanying...
-
Blue Ridge Marketing Inc. manufactures two products, A and B . Presently, the company uses a single plantwide factory overhead rate for allocating overhead to products. However, management is...
-
Consider the following truth table: A 0 0 0 0 1 1 1 1 B 0 0 1 1 0 0 1 1 C 0 1 0 1 0 1 0 1 Result 0 1 1 1 0 1 1 0 Write a Boolean expression that produces the result of this truth table. The ques-...
-
Let the production function for an economy be Y-AK1/2 1/2 where Y is output, K is capital, Lis labor and A is "ideas." If A=4, L=100, the savings rate is 1/5 and the depreciation rate is 1/3, find...
-
A curved portion of highway has a radius of curvature of 65 m. As a highway engineer, you want to bank this curve at the proper angle for a steady speed of 22 m/s. (a) What banking angle should you...
-
V Factor. 2 2 x - 10x+25 X
-
A small 175-g ball on the end of a light string is revolving uniformly on a frictionless surface in a horizontal circle of diameter 1.0 m. The ball makes 2.0 revolutions every 1.0 s. (a) What are the...
-
CVP EXERCISES 1. The launch of a new product is being considered and four possible output levels are being considered depending on consumer reaction. The variable costs associated with these levels...
-
Write inverse of Q = (1 2 3)(2 4) in Son n
-
Determine the reactions in supports A and D and connections B and C. Sketch its shear and moment diagram and determine the magnitude ankoration of the maximum shear and moment for every member. 18 3...
-
If a white-box approach to test-data design is used, briefly explain the difference between the objectives of full statement coverage, full branch coverage, and full path coverage. In practice, which...
-
Briefly explain the nature of basis path testing as a test-data design method. What type of program coverage does basis path testing assist auditors to achieve?
-
Briefly explain the nature of boundary value analysis as a test-data design method. Why was boundary value analysis developed?
Study smarter with the SolutionInn App