hydrographs given below. Determine the best values of K and x for use in the Muskingum method of flood routing. Time (h) 0 6 12 18 24 30 36 42 48 54 60 66 Inflow (m³/s) Outflow (m³/s) 20 80 210 240 215 170 130 90 60 40 28 16 20 20 50 150 200 210 185 155 120 85 55 23
hydrographs given below. Determine the best values of K and x for use in the Muskingum method of flood routing. Time (h) 0 6 12 18 24 30 36 42 48 54 60 66 Inflow (m³/s) Outflow (m³/s) 20 80 210 240 215 170 130 90 60 40 28 16 20 20 50 150 200 210 185 155 120 85 55 23
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Observed values of inflow and outflow hydrographs at the ends of a reach in a river are
given below. Determine the best values of K and x for use in the Muskingum method of
flood routing.
0 6 12 18 24 30 36 42 48 54 60
Time (h)
Inflow (m³/s)
Outflow (m³/s)
66
20
80 210 240 215 170 130
90
60
40 28
16
20
20
50 150 200 210 185 155 120
85 55 23](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa6570d50-6fa3-4620-bac9-8ca50e91b0f5%2Fd758f6a4-11a1-4476-abe4-4293da8f68be%2Fl1kp7z_processed.png&w=3840&q=75)
Transcribed Image Text:Observed values of inflow and outflow hydrographs at the ends of a reach in a river are
given below. Determine the best values of K and x for use in the Muskingum method of
flood routing.
0 6 12 18 24 30 36 42 48 54 60
Time (h)
Inflow (m³/s)
Outflow (m³/s)
66
20
80 210 240 215 170 130
90
60
40 28
16
20
20
50 150 200 210 185 155 120
85 55 23
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