please help with hydrology problem. make sure it is correct, will thumbs up if correct. Given: flow velocity in a triangular channel is 4 m/s. If the flow depth is 0.5 m and the channel side slopsis IV: 2H. is flow subcritical or supercritical?TZ1.0

Approach to solving the question: through determining whether the flow in the triangular channel is…

Answered: Given: flow velocity in a triangular…

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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Problem 1 You are to design a 800’ long sewer pipe that is to be placed in a trench. Prepare an Excel table showing the design elevations every 100 feet. Use stationing of 0+00 for the beginning, and 8+00 for the end. Place the pipe at a gravity drainage slope of -2.5% towards station 8+00. The invert elevation of the pipe at 0+00 is 6375.00’. The pipe has an outside diameter of 1’ and a wall thickness of 1”. Your design needs to include the following:a) List the elevations for the top of the pipe for the plus stations (0+00, 1+00, 2+00, 3+00, 4+00, 5+00, 6+00, 7+00, and 8+00) *.b) Calculate the invert elevation for the pipe at station 8+00 *Note: Elevations for the top of the pipe are used to place leveling rods at those stations and control the depth of the pipe during construction (since the bottom of the pipe is then inaccessible).Hint1: Make a sketch.Hint2: A 3% gravity slope means -3’ per 100’ (as in “three per cent”). “3%” is not an angle.Hint3: For short distances (i.e., pipe…
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Q1) An irrigation ditch is with width of 5 m and side slopes 2 to 1. Giving distance from center line and cut heights for stations 52+00 and 63+30 are as below: C 0.8/4.2, C 1.0/0, C 1.2/5.1 and C 1.0/4.7, C 1.2/0, C 1.3/5.1 Draw the cross sections and compute the volumes by average end area method.
Drainage structure A has an 18" RCP invert at elevation 108.00' at station 18+00 and a uniform slope of -0.5%. What is the invert at drainage structure B at station 20+00? Type your answer 107.00 If the right answer buut dan't how to Kinov
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Given: flow velocity in a triangular channel is 4 m/s. If the flow depth is 0.5 m and the channel side slops is IV: 2H. is flow subcritical or supercritical? T Z 1.0