Given the tabulated data taken from a section of a stream, determine what is asked for. Show complete and detailed solutions. Draw a figure also. II. PROBLEMS1) Velocity- Area MethodGiven the tabulated data taken from a section of a stream, determine whatis asked for.Depth atsubsection (m)Mean Velocity atSubsection (m/s)SubsectionDist. from BM 0+100ID(m)LWE3140.750.271.30.5310.52.20.74132.75115.753.31.356.17.53.51.6672042.3523.753.12.127.52.451.751031.61.950.91135.20.30.3RWE36 a) Draw the cross-section of the portion of the stream (follow the formatof your module's illustrative problem)b) What is the total cross-sectional area of the stream section?c) What is the total discharge at this section of stream?d) What is the average velocity of water at the whole stream section?

Answered: Image /qna-images/answer/6afa8af1-7ae2-4c3a-85a8-6e68246531c2.jpg

a) Draw the cross-section of the portion of the stream (follow the forma of your module's illustrative problem) b) What is the total cross-sectional area of the stream section? c) What is the total discharge at this section of stream? d) What is the average velocity of water at the whole stream section?

a) Draw the cross-section of the portion of the stream (follow the forma of your module's illustrative problem) b) What is the total cross-sectional area of the stream section? c) What is the total discharge at this section of stream? d) What is the average velocity of water at the whole stream section?

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

In the two-peg test of a dummy level, the following observations are taken. On point A On point B INSTRUMENT SET UP at M 2.682 1.239 INSTRUMENT SET UP at P 1.876 0.565 Point M is equidistance from both A and B with 92 meters, while P is 2.50m away from A along the extension of line AB. Requirements: Determine the true difference in elevation between point A and B. With the level still set up at P, determine the rod reading on A and B to which the line of sight should be adjusted. If the instrument needs to be adjusted, determine the following false difference in elevation inclination of the line of sight and the error in the reading of far rod A and B instrument set up at P.
SURVEYING Given the following differential level notes: STA BS FS BM1 1.73 - TP1 2.5 3.8 TP2 2.75 1.7 BM2 3.15 3.32 TP3 2.45 3.22 TP4 3.9 2.5 TP5 2.78 3.02 BM3 - 1.77 Base on the differential leveling of note in the previous problem, if the elevation of TP3 = 267.28 m, determine the elevation of BM1
Q#1: A profile levelling is carried out and consecutive readings were observed on staff rod along a chain line at common interval of 10 meter which are listed below in table. First reading is taken on bench mark of 105.615 meter reduce level. Station Points Chainage (m) Staff Readings (m) Remarks BS IS FS 1 00 3.005 BM 2 10 2.285 3 20 1.560 4 30 1.785 5 40 2.105 6 50 2.875 3.105 CP 1 X 53.35 3.465 7 60 3.955 8 70 3.120 9 80 3.015 10 90 2.580 11 100 1.955 CP 2 Determine the reduce levels of all points using both line of collimation and rise and fall method. (Present your answer in table form).
A dumpy level with an internal focusing telescope was set up on the left bank of the river and the rod readings tabulated below were taken on a stadia rod held successively at the left and right water edges. If the stadia interval factor is 100, determine the width of the river. Draw the diagram
A triangular channel carries a flow of 2.4 cumecs laid on a slope of 0.001 with n=0.012. If the notch angles is 60degrees, what is the value of the normal depth(m)? a. 1.53b. 1.68c.1.79d. 1.21
Solve by Rise and fall method Ques- The following consecutive readings were taken with dumpy level and 4 m levelling staff on continuously sloping ground at a common interval of 30 m. 0.585 on A, 0.936, 1.953, 2.846, 3.644, 3.938, 0.962, 1.035, 1.689, 2.534, 3.844, 0.956, 1.579, 3.016 on B. The elevation of A was 520.450 m. (a) Enter the readings in level book. (b) Calculate R.L. of all the points by rise - fall method. (c) Apply usual arithmetical checks. (d) Determine the gradient of line AB.
In leveling across a river, reciprocal level readings were taken between two points A and B. From a set up near A; on A, [0.994+(0.18/10)]and 0.992 m; on B, (2.077+0.18), 2.078, 2.079 and 2.078m. At the set up near B; on B, [2.552+(0.18/10)]and 2.550m; on A, [1.462+(0.18/10)], 1.463, 1.464 AND 1.463 m. From the given data, what is the elevation of B in compare with point A
with the given table below, find the following:- Linear Error of Closure- Relative Error of Closure- BSE Bearing Distance Lat Dep cLat cDep AdjLat AdjDep AB S 68 5 35 W 472.68 -176.36 -438.55 45.67633474 45.67926201 -130.68 -392.87 BC N 19 46 0 W 216.3 73.09 -203.40 20.88522093 20.8865594 93.98 -182.51 CD N 45 55 20 E 276.52 192.35 198.65 26.72086842 26.72258088 219.08 225.37 DA S 54 59 15 E 382.24 -219.31 313.06 36.93687525 36.93924243 -182.38 350.00 1347.57 ∈latitude=el=-130.22 ∈departure=ed=-130.23 130.2192993 130.2276447 0.00 0.00
Compute the elevation of reservoir C. CHOICES: a.835.06, b. 538.06, c. 853.60, d. 583.60.
A dumpy level is set up at one end of a line 120 m long for the purpose of determining the instrument’s stadia interval factor. The line is marked by hubs at every 30 m and a stadia rod is held at each hub. The stadia intercepts at each location of the rod were observed as follows: 0.308, 0.613, 0.918 and 1.222 meters, respectively. The average value of the instrument’s stadia interval factor is:
A line of level is run from B.M.I (elevation=106.40m) to B.M. 2 elevation=110.50m). The lield observations were recorded as given below:
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