e of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Calculate the following: 38 – 40. Areas (m2) of the cross-sections of ranges BC, DE, and FG. Assume that the cross-sectional areas of ranges A and H are negligible or nearly zero. 41 – 44. Volume (m3) of water between ranges
e of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Calculate the following: 38 – 40. Areas (m2) of the cross-sections of ranges BC, DE, and FG. Assume that the cross-sectional areas of ranges A and H are negligible or nearly zero. 41 – 44. Volume (m3) of water between ranges
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 5: In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Calculate the following: 38 – 40. Areas (m2) of the cross-sections of ranges BC, DE, and FG. Assume that the cross-sectional areas of ranges A and H are negligible or nearly zero. 41 – 44. Volume (m3) of water between ranges.
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