For steady-state water flow in a circular pipe made of concrete The following data have been collected: PIPE DIAMETER m/s SLOPE 0.001 EXPERIMENT VOLUMETRIC 1 0,3 0.04 0.6 0,001 0.24 3 0.9 0.001 0.69 4 0,3 0.01 0,13 5 0.6 0.01 0.82 0.9 0.01 2.38 0,3 0.05 0,31 7 0.6 0.05 0.05 1.95 5.66 0.9
For steady-state water flow in a circular pipe made of concrete The following data have been collected: PIPE DIAMETER m/s SLOPE 0.001 EXPERIMENT VOLUMETRIC 1 0,3 0.04 0.6 0,001 0.24 3 0.9 0.001 0.69 4 0,3 0.01 0,13 5 0.6 0.01 0.82 0.9 0.01 2.38 0,3 0.05 0,31 7 0.6 0.05 0.05 1.95 5.66 0.9
MATLAB: An Introduction with Applications
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![For steady-state water flow in a circular pipe made of concrete The
following data have been collected:
PIPE DIAMETER
0.3
EXPERIMENT
SLOPE
m/s
VOLUMETRIC
1
0.001
0.04
2
0,6
0,.001
0,24
0.9
0,001
0,69
4
0.3
0,01
0,13
0.6
0,01
0.82
6.
0,9
0,01
2,38
7
0,3
0.05
0,31
8.
0.6
0.05
1.95
0,9
0.05
5.66
Determine the parameters (a0, a1 and a2) in the equation for the relation between
Volumetric flow, Slope and Pipe Diameter using nonLinear Regression analysis
Q = a,Dª S°:](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4b53ebf2-8b40-427e-8b02-f3864cefb1d5%2F88f754e0-3a31-4e66-9f2d-ba4343880012%2Fy9tp5k7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For steady-state water flow in a circular pipe made of concrete The
following data have been collected:
PIPE DIAMETER
0.3
EXPERIMENT
SLOPE
m/s
VOLUMETRIC
1
0.001
0.04
2
0,6
0,.001
0,24
0.9
0,001
0,69
4
0.3
0,01
0,13
0.6
0,01
0.82
6.
0,9
0,01
2,38
7
0,3
0.05
0,31
8.
0.6
0.05
1.95
0,9
0.05
5.66
Determine the parameters (a0, a1 and a2) in the equation for the relation between
Volumetric flow, Slope and Pipe Diameter using nonLinear Regression analysis
Q = a,Dª S°:
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