Situation B: Given the cross section notes of both stations A and B. 9.50 +3.0 Sta. A (10 + 040) 11 +4.0 Sta. B (10 + 060) 6.5 +1.0 8.0 +2.0 +2.0 12 2 B/2 B/2 4. Compute the sideslope of the cross section. 5. Compute the width of the base. 6. Compute the volume between stations A and B using End area with prismoidal correction.

Situation B: Given the cross section notes of both stations A and B. 9.50 +3.0 Sta. A (10 + 040) 11 +4.0 Sta. B (10 + 060) 6.5 +1.0 8.0 +2.0 +2.0 12 2 B/2 B/2 4. Compute the sideslope of the cross section. 5. Compute the width of the base. 6. Compute the volume between stations A and B using End area with prismoidal correction.

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

How deep will water flow in a 90° V-shaped flume, n = 0.013, laid on a grade of 0.00040 if it is to carry 2.55 m /s? a. 0.921 b. 0.534 c. 1.57 d. 2.05
1) A concrete lined irrigation channel with Manning’s n = 0.020 is needed to convey 12.5 m3/s of water. The channel has a trapezoidal section with bottom slope So = 0.0015. Determine the effective size of the channel if the side slope is restricted to 3 (horizontal) : 1 (vertical).
Water is flowing at a rate of 4.5m3/s in a trapezoidal channel whose bottom width is 2.4m and side slopes are 1 vertical to 2 horizontal. Compute for the channel depth if n = 0.012 and So = 0.0001
Water is flowing through a rectangular channel at 60 ft3/s. The channel is 5 ft wide, n = 0.012, and So = 0.0005. At a certain section downstream, a streamline bump is created with a max height of 0.5 ft. a) The depth, in ft, over the bump is ___.
Determine the sections of a trapezoidal section from the hydrological flow.Area = 130 HaL cause = 1295 mMaximum height = 1275 msnmMinimum height = 1220 msnm
Water flows in a triangular V-notch steel channel, with vertex angle of 75 degrees, at a velocity of 1.2 m/s. find the normal depth of flow if the channel is laid on a slope of 0.0017. Use n=0.014
Water flows at a rate of 30m3/s in the concrete channel shown. Find the required slope of the channel. n=0.013 CHOICES: 1.7 0.0007 0.57 0.017
An open channel having a slope of 0.0065 is used to carry 1 cubic meter per second of water., Find the depth of for a most efficient triangular section, n = 0.013
Water flows in a 4m wide rectangular channel at a depth of 2.1m and velocity of 2m/s. The channel is contracted to 1.9m. What will be the depth of u/s and d/s end?
What is the elevation of tp1 and tp2?
Refer to the channel cross section shown in problem 7 in ch 6. If the channel slope is 1.75% and the lining is concrete (trowel finish) what is the disharge and velocity?
Find slope require to sustain flow.,