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Use the convex method to determine the downstream hydrograph. You are given that the velocity is...
Use the Muskingum method to determine the downstream hydrograph. You are given that K 0.75 br;x...
Use the Muskingum method to determine the downstream hydrograph. You are given that K 0.75 br;x 0.25; At 0.25hr; and Q (0, 12, 27, 56, 53, 47, 38, 23, 15, 8, 4,0) cfs
Assuming that C = 0.25, compute the downstream hydrograph using the Convex method for the followi...
Assuming that C = 0.25, compute the downstream hydrograph using the Convex method for the following upstream hydrograph: (0, 12, 27, 56, 53, 47, 38, 23, 15, 8, 4, 0) ft3 s. Assume that the initial discharge at the downstream section is 0 ft3/s
Assuming that C = 0.25, compute the downstream hydrograph using the Convex method for the following upstream hydrograph: (0, 12, 27, 56, 53, 47, 38, 23, 15, 8, 4, 0) ft3 s. Assume that the initial...
2. Determine the outflow hydrograph given the inflow hydrograph below. Use Muskingum routing, the storage time...
2. Determine the outflow hydrograph given the inflow hydrograph below. Use Muskingum routing, the storage time constant is 2 hrs and the weighting factor is 0.2 Time (hr) Inflow (m3/s) 80 110 150 240 320 430 590 570 460 405 310 240 155 80 80 80 80 80 80 80 10 12 13 15 16 18 19 20
QUESTION 6 The ordinates of a 3-hour unit hydrograph for a particular basin are given be-low....
QUESTION 6 The ordinates of a 3-hour unit hydrograph for a particular basin are given be-low. Determine the ordinates of the S-curve hydrograph and therefrom the ordinates of the 6-hour unit hydrograph. Time (hr) 3- hr UH m3/s 0 0 3 1.5 6 4.5 9 8.6 12 12.0 15 9.4 18 4.6 21 2.3 24 0.8 27 0
2. A 10-minute unit hydrograph (UH) of a catchment is given in the table below. What...
2. A 10-minute unit hydrograph (UH) of a catchment is given in the table below. What is the catchment area? (5 marks) Time step (10 minutes) 1 2 3 4 Discharge (mº/{s.cm)) 8 18 30 10 For a storm partern given in the table below, determine and plot runoff hydrograph at a 5-minute interval using the above 10-minute UH. Determine the time of concentration of the catchment. Assume the o index value for the catchment to be 12 mm/hr, and...
Listed in Table Q2.1 below is the storm inflow hydrograph for a full reservoir that has...
Listed in Table Q2.1 below is the storm inflow hydrograph for a full reservoir that has an uncontrolled spillway for releasing flood water. Table Q2.1 Time (h) | 0 3 6 9 12 15 18 21 24 27 30 Inflow 2 104 204 226 213 185 158 136 118 102 89 (m/s) Time (h) 36 39 48 51 54 60 63 Inflow 78 68 56 47 39 30 22 15 9 4 2 (m/s) The storage and outflow characteristics of...
the hand-operated shear shown in the Figure, use the relative velocity method to determine the angular...
the hand-operated shear shown in the Figure, use the relative velocity method to determine the angular velocity of the handle required to have the blade cut through the metal at a rate of 3 mm/s. Also determine the linear velocity of point X. a) Graphically present the velocity diagrams with all the angles and dimensions shown (20 marks) b) Analytically determine the results using trigonometric functions (15 marks) 0 mm 100 mm 60 mm
Once you have the dataset, please use knowledge gained in other business and/or economics classes to...
Once you have the dataset, please use knowledge gained in other business and/or economics classes to realize what topic and theory the data could relate and a research question that it could allow you to answer. More specifically, please put together an analysis by making sure your project report includes the following 1. Make a decision about the null and research hypothesis by comparing the obtained value to the critical value and interpret the results of the data. You can...
1. Given the following physical addresses and value in memory: add 0 val 9 10 11 12 13 1415161181...
1. Given the following physical addresses and value in memory: add 0 val 9 10 11 12 13 14151611819 2021 22 23 18 24 20 32 0 40 8 32 245458 10 36 34 3230 40 35 3028 add 24 25 26 27 28 29 30 31 32 33 34 | 35 | 36 37 38 39 40 | 41 | 42 | 43 44 45 46 47 8 40 35 1614 12 12 22 24417 21 23 25 27...
For each variable of interest – Percent Time Asleep and Longevity – create a grouped frequency...
For each variable of interest – Percent Time Asleep and Longevity – create a grouped frequency histogram. For each histogram, use a class width of 10; use a lower limit of 0 for Percent Time Asleep and 15 for Longevity. Each histogram must include an informative title, along with correct labels for both axes. For each histogram, include a paragraph that answers each of the following questions: Is the histogram symmetric, skewed to the left, or skewed to the right?...
Use the Muskingum method to determine the downstream hydrograph. You are given that K 0.75 br;x 0.25; At 0.25hr; and Q (0, 12, 27, 56, 53, 47, 38, 23, 15, 8, 4,0) cfs
Assuming that C = 0.25, compute the downstream hydrograph using the Convex method for the following upstream hydrograph: (0, 12, 27, 56, 53, 47, 38, 23, 15, 8, 4, 0) ft3 s. Assume that the initial discharge at the downstream section is 0 ft3/s
Assuming that C = 0.25, compute the downstream hydrograph using the Convex method for the following upstream hydrograph: (0, 12, 27, 56, 53, 47, 38, 23, 15, 8, 4, 0) ft3 s. Assume that the initial...
2. Determine the outflow hydrograph given the inflow hydrograph below. Use Muskingum routing, the storage time constant is 2 hrs and the weighting factor is 0.2 Time (hr) Inflow (m3/s) 80 110 150 240 320 430 590 570 460 405 310 240 155 80 80 80 80 80 80 80 10 12 13 15 16 18 19 20
2. A 10-minute unit hydrograph (UH) of a catchment is given in the table below. What is the catchment area? (5 marks) Time step (10 minutes) 1 2 3 4 Discharge (mº/{s.cm)) 8 18 30 10 For a storm partern given in the table below, determine and plot runoff hydrograph at a 5-minute interval using the above 10-minute UH. Determine the time of concentration of the catchment. Assume the o index value for the catchment to be 12 mm/hr, and...
Listed in Table Q2.1 below is the storm inflow hydrograph for a full reservoir that has an uncontrolled spillway for releasing flood water. Table Q2.1 Time (h) | 0 3 6 9 12 15 18 21 24 27 30 Inflow 2 104 204 226 213 185 158 136 118 102 89 (m/s) Time (h) 36 39 48 51 54 60 63 Inflow 78 68 56 47 39 30 22 15 9 4 2 (m/s) The storage and outflow characteristics of...
the hand-operated shear shown in the Figure, use the relative velocity method to determine the angular velocity of the handle required to have the blade cut through the metal at a rate of 3 mm/s. Also determine the linear velocity of point X. a) Graphically present the velocity diagrams with all the angles and dimensions shown (20 marks) b) Analytically determine the results using trigonometric functions (15 marks) 0 mm 100 mm 60 mm
1. Given the following physical addresses and value in memory: add 0 val 9 10 11 12 13 14151611819 2021 22 23 18 24 20 32 0 40 8 32 245458 10 36 34 3230 40 35 3028 add 24 25 26 27 28 29 30 31 32 33 34 | 35 | 36 37 38 39 40 | 41 | 42 | 43 44 45 46 47 8 40 35 1614 12 12 22 24417 21 23 25 27...
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