The inflow and outflow hydrograph of a river channel is shown in Table 4.Regression analysis of the inflow and outflow hydrographs yields the followingcoefficients for least squares normal equations:+ 2983600 C|+ 3194500 C3194900 C.+1555400 C2= 20717002983600 C.1555400 C.+ 2067900 C2= 2471000+2067900 CI+2414200 C2= 2140000Assume a routing increment, At, of 15 minutes, determine values of the routing coefficient xand K for the Muskingum Method.Table 4.Question 2 Answer:Inflow Outflow(m³/s) (m³/s)2101090530840230480920870620710610380690540190804402704019020

The regression analysis is given as,

Answered: The inflow and outflow hydrograph of a…

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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For the conditions shown, respond to the following questions and statements concerning application of the control volume equation to the continuity principle. (a) What is the value of b?
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Based on censuses data from the years 1990, 2000 and 2010, a company asked its civil engineer to make the projection of the population of a city for the year 2050, in order to use this data for the dimensioning of the system of water supply. Determine the population projection using arithmetic, geometric and logistical methods and indicate which projection should be more reliable for that city and situation.
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A differential manometer is used to measure pressure difference between two fluid systems. Two parallel pipes carrying freshwater and seawater are connected to each other by a double U-tube differential manometer as shown in Figure B. Take the density of seawater at that location to be 1035 kg/m3 and the specific gravity of the oil is 0.72. Assume all fluids are incompressible. a) Determine the pressure difference between the two pipelines if h = (10+3) cm; b) If the pressure difference between the pipes is doubled, determine the difference in heights of mercury Fresh water h₁ cm h₂ cm h3 Mercury Figure B Oil Sea water h₁= (50+3) cm h₂= (80+3) cm h3= (40+3) cm
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Enter your answer in scientific notation. The discharge (Q) of a stream is the velocity (v) times the cross-sectional area (A): Q = vA. What is the discharge of a stream with a velocity of 2.0 m/s and a cross-sectional area of 55.7 m2? z= ? X 10^? m3 s
Problem 10.28 Consider the channel shown in (Figure 1). Suppose that a = 370 mm, b = 210 mm, c = 50 mm. Figure 1 of 1 Part A Determine the location of the centroid of the channel's cross-sectional area. Express your answer to three significant figures and include the appropriate units. y = Submit Part B li μА Ig' = Value Submit My Answers Give Up Units Determine the moment of inertia of the area about this axis. Express your answer to three significant figures and include the appropriate units. μА Value Units p My Answers Give Up ? ? Provide Feedback Continue
PROBLEM # 2: Understanding Discrete and Continuous Random Variables in Hydrology (a) (b) (c) (d) (e) (f) List at least five examples of a discrete variable and five continuous variables. Compute the mean temperature for the following dataset. Temperature (C) 32 35 28 30 Number of days 1 5 10 5 Compute the arithmetic mean of the flow dataset as given below. Year Flow (ft³/s) Flow (ft³/s) 1939 49700 1940 5150 1941 40500 1942 49900 1943 39700 1944 47800 1945 6290 1946 1947 1948 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958 12100 16000 20800 12200 40200 11000 11600 15500 27800 45100 28800 40800 1959 1960 1961 36900 8230 67000 15200 54300 23400 12300 14700 19100 18800 49100 37 2 Year 1962 1963 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 20 23 2 5 23000 21700 12600 51800 60200 21300 29900 16100 110000 31100 68600 64200 11300 23900 112000 23600 Find the median and mode class of the flow dataset stated in part-c. Compute the…
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