I want an accurate and detailed solution Problem #3The figure below shows a compound open-channel cross-section. Determine the energy correction factor a using equationbelow.fuºdav³ d AAAssume uniform velocities within the subsections.(3)1A₁ = 1200 ft²Q₁ = 1073 cfs(n = 0.04)80 ft->|<α=21AV 3A₂ = 2500 ft²Q₂ = 8854 cfs(n= 0.02)-100 ft-| A3 = 1200 ft²Q3 = 1073 cfs(n = 0.04)80 ft-125 ft- 110 ft- 100 ft

Answered: Image /qna-images/answer/cad1209c-92bb-49e9-836d-7e56e200f85b.jpg

Problem #3 The figure below shows a compound open-channel cross- section. Determine the energy correction factor a using equation below. [v³dA A Assume uniform velocities within the subsections. (3) 1 A₁ = 1200 ft² Q₁ = 1073 cfs (n = 0.04) 80 ft->|< α= 2 1 AV 3 A₂ = 2500 ft² Q₂ = 8854 cfs (n = 0.02) -100 ft- | A3 = 1200 ft² Q3 = 1073 cfs (n=0.04) 80 ft- 125 ft - 110 ft - 100 ft

Problem #3 The figure below shows a compound open-channel cross- section. Determine the energy correction factor a using equation below. [v³dA A Assume uniform velocities within the subsections. (3) 1 A₁ = 1200 ft² Q₁ = 1073 cfs (n = 0.04) 80 ft->|< α= 2 1 AV 3 A₂ = 2500 ft² Q₂ = 8854 cfs (n = 0.02) -100 ft- | A3 = 1200 ft² Q3 = 1073 cfs (n=0.04) 80 ft- 125 ft - 110 ft - 100 ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A wooden cylinder (sg=0.61) is placedvertically in oil with specifc gravity of 0.85. Determine the metacentric height.
Finding the active earth pressurea) Rankineb) Coulomb,C) Compare values
ENGINEERING FLUID MECHANICS: open channel flow 1.) At what depth will water flow in a 4m wide rectangularchannel if n= 0.018, S0 = 0.0009 and Q = 7m3/s. 2.) In a rectangular channel, 4m wide with Q= 7.65m3 /s thedepth is 0.4m. If a hydraulic jump is produced, (a.) what willbe the depth immediately after it? (b.) what will be the lossof energy?
q=3.15 kn/m , a=3.15m
Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. a.12.9517 b.39.5136 c.30.4889 d.99.9358 What gage pressure p1 in kPa, is needed to provide the given flow rate? a.1692 kPa b.1121 kPa c.1328 kPa d.1725 kPa
Three independent lines oflevels are run from BM1 to BM2. Route A is 6km long, route B is 4 km long and route C is 8km long. By route A, BM2 is 82.27 m aboveBM1, by route B, BM2 is 82.40 m above BM1and by route C, BM2 is 82.10 m above BM1.20. Compute the probable difference inelevation between BM1 and BM2. a. 82.29 m c. 82.56 mb. 82.95 m d. 82.63 m
determine the total correction
12. A circular tunnel discharging 0.23 cu. m./sec. needs repair at its invert. In order to undertake this work it will be necessary to isolate the area by means of two cofferdams, and pass the water through 28-in. steel pipes. If the difference in elevation between the water surface upstream of the cofferdam and the water surface downstream is 0.3 m., and the coefficients of head loss at the entrance and outlet of the pipe are 0.6 and 0.3, respectively, determine the number of pipes (use exact value shown by your calculation with 2 decimal points) needed to divert the discharge. Use f = 0.018. Length of pipe = 63 m. Round your answer to 2 decimal places.
Thin wire has a length of 4 m. The wave function is y = 0.002 00 sin (πx) cos (100πt). Determine number of loops this pattern exhibits.
Given the ff: w=67% Gs=2.67 Gwet=19.89kN/m3. What is the degree of saturation?
A 90 degrees V notched weir installed at the end of a rectangular channel controls the flow of water. The rate of flow is 0.35m3/s. If the error in measuring the head is 0.0028m, determine the error in the measured flow. Use the Cone equation Q=1.36H2.48
A rectangular gate 1.60 m wide and 2.40m high has water on one side and is inclined 45\deg with them horizontal. Water is 1.50m above the top of the gate. Evaluate the location, in meters, of the center of pressure from the top of the gate. a. 1.34 b. 1.49 C.1.56 d. 1.64