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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.

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

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