Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
The inflow and outflow hydrograph of a river channel is shown in Table 4. Regression analysis of the inflow and outflow hydrographs yields the following coefficients for least squares normal equations: + 2983600 C| + 3194500 C 3194900 C. +1555400 C2 = 2071700 2983600 C. 1555400 C. + 2067900 C2 = 2471000 +2067900 CI +2414200 C2 = 2140000 Assume a routing increment, At, of 15 minutes, determine values of the routing coefficient x and K for the Muskingum Method. Table 4. Question 2 Answer: Inflow Outflow (m³/s) (m³/s) 210 10 90 530 840 230 480 920 870 620 710 610 380 690 540 190 80 440 270 40 190 20

The inflow and outflow hydrograph of a river channel is shown in Table 4. Regression analysis of the inflow and outflow hydrographs yields the following coefficients for least squares normal equations: + 2983600 C| + 3194500 C 3194900 C. +1555400 C2 = 2071700 2983600 C. 1555400 C. + 2067900 C2 = 2471000 +2067900 CI +2414200 C2 = 2140000 Assume a routing increment, At, of 15 minutes, determine values of the routing coefficient x and K for the Muskingum Method. Table 4. Question 2 Answer: Inflow Outflow (m³/s) (m³/s) 210 10 90 530 840 230 480 920 870 620 710 610 380 690 540 190 80 440 270 40 190 20

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
The inflow and outflow hydrograph of a river channel is shown in Table 4. Regression analysis of the inflow and outflow hydrographs yields the following coefficients for least squares normal equations: + 2983600 C| + 3194500 C 3194900 C. +1555400 C2 = 2071700 2983600 C. 1555400 C. + 2067900 C2 = 2471000 +2067900 CI +2414200 C2 = 2140000 Assume a routing increment, At, of 15 minutes, determine values of the routing coefficient x and K for the Muskingum Method. Table 4. Question 2 Answer: Inflow Outflow (m³/s) (m³/s) 210 10 90 530 840 230 480 920 870 620 710 610 380 690 540 190 80 440 270 40 190 20
Transcribed Image Text:The inflow and outflow hydrograph of a river channel is shown in Table 4. Regression analysis of the inflow and outflow hydrographs yields the following coefficients for least squares normal equations: + 2983600 C| + 3194500 C 3194900 C. +1555400 C2 = 2071700 2983600 C. 1555400 C. + 2067900 C2 = 2471000 +2067900 CI +2414200 C2 = 2140000 Assume a routing increment, At, of 15 minutes, determine values of the routing coefficient x and K for the Muskingum Method. Table 4. Question 2 Answer: Inflow Outflow (m³/s) (m³/s) 210 10 90 530 840 230 480 920 870 620 710 610 380 690 540 190 80 440 270 40 190 20
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 6 steps with 6 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS