PLease answer hydrology question, will thumbs up if correct. make sure it is correct please if answer. A discharge of 2,200 ft/s flows in a trapezoidal channel at a normal depth of 8.0 ft. The channel has aslope of 0.01, a 12-ft bottom width, and side slopes of 1:1 (H:V). Determine the Manning coefficient ofchannel roughness.

Step 1: Calculate the radius and area For trapezoidal channel ;The area is given by ;A=(b+my)ywhere…

Answered: A discharge of 2,200 ft/s flows in 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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Hydrology سمي
PLEASE ANSWER QUESTION #3
The discharge in an open trapezoidal channel was measured by slope area method. Depth of water = 2.50m, Bottom width of channel 3.10m, Width of channel at the water surface = 5.10m. Determine the area of cross section. Select the correct response: 9.80 sq.m. 10.25 sq.m. 11.55 sq.m. 12.45 sq.m.
A trapezoidal is shown below. The particulars of the channel are as such: • Side slopes are 1 in 0.5 m. Manning's n = 0.015 • Slope of channel is 1 m in 1 km 0.5 b a. Using a value of 5 m for the bottom width and a normal depth of flow of 2 m, determin the following: i. ii. iii. Discharge Mean Velocity Reynolds No. b. If the discharge were 35 m³/s and bottom width was 5m, what would the normal depth of flow be? All other conditions remain the same.
o T ☺ t X A compound channel is designed with a semi-circular having a radius of 0.5 m and a rectangular channel attached to it. Calculate the depth of flow, Y, through the cross section of a channel shown in Figure 1 where the bed slope, S, is given as 0.005 and having the discharge, Q of 20 m'/s. Take the value of Manning's roughness coefficient as 0.012. 0.5 m 2m Im 2m Figure 1 (Not to scale) مور للأعلى لايتعراض الفلاتر إضافة شرح. . . hayndak <
2.1. A trapezoidal channel conveys 15 m³/s of water on a bed slope of 1 in 300. The base width of the channel is 5 m and the side slope is 2 m. Assume a Manning's roughness coefficient (n) of 0.018. Calculate: (a) Calculate the normal flow depth and discharge. (b) Calculate Reynold's and Froude Numbers. (c) Comment on the applicability of Manning's Equation.
A. Design a trapezoidal channel to carry a discharge of 10.5 m^3/s. The bottom slop of the channel is 0.0035. Also the flow depth is half of the channel bottom width. Take roughness coefficient as 0.025 and side slop as 1H to 4V. B. Based on the given information and your results in part A, compute the state of flow
2. What uniform stage of flow exist in a circular conduit 2.0 m in diameter when the depth of flow is 175 cm, if it is laid on a slope of 0.175 using Chezy and Kutter's C formula with n = 0.025? 3. A triangular channel has a vertex angle equal to 90°. If the discharge uniformly flowing in the canal is 1.50 m/s and coefficient of roughness n = 0.030, compute the critical slope using Manning's equation.
Find the normal depth for a discharge of 350cfs in a rectangular channel with a bottom widith of 20 ft. The channel is concrete lined (n=0.013) with a slope of 0.75%. Use mannings equation
Q-
an emergency spillway for a detention basin is constructed as a trapezoidal channel with bottom width of 3 m and side slopes of 2 horizontal to 1 vertical lines with grass (n=0.040). The elevation of the crest of the emergency spillway is 150 m. The slope of the channel is 0.0080 m/m. Compute a chart showing the relationship between reservoir elevation and discharge into the channel
Water flows in a trapezoidal channel in which the bottom width is 6 m and the side slopes are 2:1 (H:V). The channel lining has an estimated Manning n of 0.045, and the longitudinal slope of the channel is 1.5 %. When the flow rate is 80 m3/s, the depth of flow at a gaging station is 5 m. Classify the water-surface profile, state whether the depth increases or decreases in the downstream direction

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A discharge of 2,200 ft/s flows in a trapezoidal channel at a normal depth of 8.0 ft. The channel has a slope of 0.01, a 12-ft bottom width, and side slopes of 1:1 (H:V). Determine the Manning coefficient of channel roughness.