Using the actual data from Henry Darcy's groundwater flow experiments (see spreadsheet on Schoology), perform the...
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Using the actual data from Henry Darcy's groundwater flow experiments (see spreadsheet on Schoology), perform the following: a) Find head loss, the hydraulic gradient, the darcy flux q, and estimated hydraulic conductivity K for each experiment. b) For each of the 4 experiment series, plot volumetric flow rate Q vs. head loss. c) For each of the 4 experiment series, plot hydraulic gradient i vs. the darcy flux q. What do you notice regarding the slope of each line? Data from Henry Darcy's Groundwater Flow Experiment Length of Column 2.5 Inside Diameter of Column 0.35 Length of Test Experimenta Packed Sand duration Flow Rate Q Inlet Head (L/min) (m) (min) 1st Series 1 2 3 4 5 6 7 8 9 10 2nd Series 1 2 3 4 5 6 3rd Series 1 2 3 4 4th Series I 2 3 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 1.14 1.14 1.14 1.14 1.14 1.14 1.71 1.71 1.71 1.71 1.70 1.70 1.70 25 20 15 18 17 17 11 15 13 10 30 21 26 18 10 24 31 20 17 20 m 20 20 20 3.60 7.65 12.00 14.28 15.20 21.80 23.41 24.50 27,80 29.40 2.66 4.28 6.26 8.60 8.90 10.40 2.13 3.90 7.25 8.55 5,25 7.00 10.30 0 1.11 2.36 4.00 4.90 5.02 7.63 8.13 8.58 9.86 10.89 2.60 4.70 7.71 10.34 10.75 12.34 2.57 5.09 9.46 12.35 6.98 9.95 13.93 Outlet Head (m) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Using the actual data from Henry Darcy's groundwater flow experiments (see spreadsheet on Schoology), perform the following: a) Find head loss, the hydraulic gradient, the darcy flux q, and estimated hydraulic conductivity K for each experiment. b) For each of the 4 experiment series, plot volumetric flow rate Q vs. head loss. c) For each of the 4 experiment series, plot hydraulic gradient i vs. the darcy flux q. What do you notice regarding the slope of each line? Data from Henry Darcy's Groundwater Flow Experiment Length of Column 2.5 Inside Diameter of Column 0.35 Length of Test Experimenta Packed Sand duration Flow Rate Q Inlet Head (L/min) (m) (min) 1st Series 1 2 3 4 5 6 7 8 9 10 2nd Series 1 2 3 4 5 6 3rd Series 1 2 3 4 4th Series I 2 3 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 1.14 1.14 1.14 1.14 1.14 1.14 1.71 1.71 1.71 1.71 1.70 1.70 1.70 25 20 15 18 17 17 11 15 13 10 30 21 26 18 10 24 31 20 17 20 m 20 20 20 3.60 7.65 12.00 14.28 15.20 21.80 23.41 24.50 27,80 29.40 2.66 4.28 6.26 8.60 8.90 10.40 2.13 3.90 7.25 8.55 5,25 7.00 10.30 0 1.11 2.36 4.00 4.90 5.02 7.63 8.13 8.58 9.86 10.89 2.60 4.70 7.71 10.34 10.75 12.34 2.57 5.09 9.46 12.35 6.98 9.95 13.93 Outlet Head (m) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Using the actual data from Henry Darcy's groundwater flow experiments (see spreadsheet on Schoology), perform the following: a) Find head loss, the hydraulic gradient, the darcy flux q, and estimated hydraulic conductivity K for each experiment. b) For each of the 4 experiment series, plot volumetric flow rate Q vs. head loss. c) For each of the 4 experiment series, plot hydraulic gradient i vs. the darcy flux q. What do you notice regarding the slope of each line? Data from Henry Darcy's Groundwater Flow Experiment Length of Column 2.5 Inside Diameter of Column 0.35 Length of Test Experimenta Packed Sand duration Flow Rate Q Inlet Head (L/min) (m) (min) 1st Series 1 2 3 4 5 6 7 8 9 10 2nd Series 1 2 3 4 5 6 3rd Series 1 2 3 4 4th Series I 2 3 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 1.14 1.14 1.14 1.14 1.14 1.14 1.71 1.71 1.71 1.71 1.70 1.70 1.70 25 20 15 18 17 17 11 15 13 10 30 21 26 18 10 24 31 20 17 20 m 20 20 20 3.60 7.65 12.00 14.28 15.20 21.80 23.41 24.50 27,80 29.40 2.66 4.28 6.26 8.60 8.90 10.40 2.13 3.90 7.25 8.55 5,25 7.00 10.30 0 1.11 2.36 4.00 4.90 5.02 7.63 8.13 8.58 9.86 10.89 2.60 4.70 7.71 10.34 10.75 12.34 2.57 5.09 9.46 12.35 6.98 9.95 13.93 Outlet Head (m) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Using the actual data from Henry Darcy's groundwater flow experiments (see spreadsheet on Schoology), perform the following: a) Find head loss, the hydraulic gradient, the darcy flux q, and estimated hydraulic conductivity K for each experiment. b) For each of the 4 experiment series, plot volumetric flow rate Q vs. head loss. c) For each of the 4 experiment series, plot hydraulic gradient i vs. the darcy flux q. What do you notice regarding the slope of each line? Data from Henry Darcy's Groundwater Flow Experiment Length of Column 2.5 Inside Diameter of Column 0.35 Length of Test Experimenta Packed Sand duration Flow Rate Q Inlet Head (L/min) (m) (min) 1st Series 1 2 3 4 5 6 7 8 9 10 2nd Series 1 2 3 4 5 6 3rd Series 1 2 3 4 4th Series I 2 3 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 1.14 1.14 1.14 1.14 1.14 1.14 1.71 1.71 1.71 1.71 1.70 1.70 1.70 25 20 15 18 17 17 11 15 13 10 30 21 26 18 10 24 31 20 17 20 m 20 20 20 3.60 7.65 12.00 14.28 15.20 21.80 23.41 24.50 27,80 29.40 2.66 4.28 6.26 8.60 8.90 10.40 2.13 3.90 7.25 8.55 5,25 7.00 10.30 0 1.11 2.36 4.00 4.90 5.02 7.63 8.13 8.58 9.86 10.89 2.60 4.70 7.71 10.34 10.75 12.34 2.57 5.09 9.46 12.35 6.98 9.95 13.93 Outlet Head (m) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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Related Book For
Engineering Economy
ISBN: 978-0132554909
15th edition
Authors: William G. Sullivan, Elin M. Wicks, C. Patrick Koelling
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