3. The boundary of the water surface of a reservoir is shown by irregular outline KLMNOPQR. Soundings were taken on parallel ranges QK, PL, and OM for the purpose of determining the volume of water in the reservoir. The horizontal distances (m) which were measured for locating the ranges and the soundings, and also the depth (m) which were measured where soundings were taken are shown. Calculate the following: a. Areas (sq.m.) of the cross-sections of ranges QK, PL, and OM. Assume that the cross-sectional areas of ranges R and N are negligible or nearly zero. b. Volume (cu.m.) of water between ranges. c. Total volume (cu.m.) of water contained in the reservoir. R 5.275 Q 2658 t612 -5.591- -7.874- -4.754- 2 450 6.496 -6.725 -3.052+ -7.151- -6.499- -5.498- 2,55 1.076 2.077 3.754 2.636 3.428 8.390 -5.251- +3.676 -5.994 -5.497- -6.031- M !! 0.873 0.902 1.714 2.702 9.106 N

3. The boundary of the water surface of a reservoir is shown by irregular outline KLMNOPQR. Soundings were taken on parallel ranges QK, PL, and OM for the purpose of determining the volume of water in the reservoir. The horizontal distances (m) which were measured for locating the ranges and the soundings, and also the depth (m) which were measured where soundings were taken are shown. Calculate the following: a. Areas (sq.m.) of the cross-sections of ranges QK, PL, and OM. Assume that the cross-sectional areas of ranges R and N are negligible or nearly zero. b. Volume (cu.m.) of water between ranges. c. Total volume (cu.m.) of water contained in the reservoir. R 5.275 Q 2658 t612 -5.591- -7.874- -4.754- 2 450 6.496 -6.725 -3.052+ -7.151- -6.499- -5.498- 2,55 1.076 2.077 3.754 2.636 3.428 8.390 -5.251- +3.676 -5.994 -5.497- -6.031- M !! 0.873 0.902 1.714 2.702 9.106 N

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

Contour-area method
A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd. Show fbd and solution a. 0.636 b. 0.629 c. 0.989 d. 0.98
*refer from the illustration attached* determine: (a) Resolve the attached problem if the vertical distance between contour levels is 2.0m. Which has a larger value of volume? Make a conclusion of your answer. ***COMPLETE SOLUTION; 3 decimal places all answer; with Diagram.
AREA OF RANGE CROSS-SECTION. Soundings were taken along a 38-m long range across a lake (see accompanying sketch). The horizonta! distances between soundings and the depth of the soundings are indicated in the sketch. Determine the area (in sq m) of the cros-section. Assume the area of the two end zones to be negligible. 3. L 38.0 m (Longth of Cross - Šoction) 3.5 75 5.0 30 8.0 -End Zone End Zohe LWE F 1.2m 2.7m 1.2m Ground Surface 3.5m 3.9 m 3.7m Moosuring Sub- Soctions
2. A lake 800 m long had soundings taken at right angles to its length on ranges 0, 225, 400, 650, and 800 m (measured from one end of the lake). The calculated cross-sectional area of the different ranges are: Ao = 60 sq. m, A225 = 930 sq m, A400 = 640 sq m, A650 = 750 sq m, and As00 = 120 sq m. Compute the total volume of water in the lake.
Situation No. 10 Solve and Give the complete solutions.
The areas bounded by the water line of a reservoir is determined by using a planimeter.The contour interval is 2m.A1 = 20,400sq.m.;A2 = 18,600sq.m ; A3 = 14,300 sq.m ;A4 = 10,200 sq.m. ; A5 = 8,000 sq.m ;and A6 = 4000 sq.m..Determine thecapacity of the resevoir.
With Given, FBD and solution please. (3 decimal points for final answer)
Compute for the sample size of the total area using 10% error.
The following depth-area data is available for Lake Youngs in the State of Washington: Depth (m) 14 28 31 Area (m?) 2,830,000 2,405,500 1,188,600 424,500 (a) Determine the volume of the lake when it is filled. (b) If the lake is vertically stratified into two layers at a depth of 10 m, determine the volume of the surface (epilimnion) and bottom (hypolimnion) layers.
FS 2.875 m 4.252 m 5.478 m 6.142 m BS ТР 1 ТР 2 4.325 m 9.542 m 9.631 m 8.133 m BM 1 Elev. = 56.287 m ТР 3 Not to scale BM 2 Given the traverse illustration above, fill up and complete the table below. Make sure to show your solution in solving for HI, Elevation, Correction to be applied, and Corrected Elevation. BS HI FS Elevation Corrected Station (m) (m) (m) (m) Elevation (m) BM1 TP1 BM2 TP3 TP4 BM1 7.258 m 2.841 m