A hydrographic survey was conducted on a reservoir to determine its capacity by contour method. The depth of water at sounding point P1 was 10.50m and its elevation at the bottom was computed to be 210.30m. A sounding point P2 at a distance of 35.45m from P1 was observed to have a depth of 3.25m and its elevation at the bottom was determined to be 217.55m. 8. If a subaqueous contour is to be drawn between P1 and P2 with a contour interval 0.50m, how many contours that can be drawn? a) 10 b) 15 c) 9 d) 17 9. Assuming uniformity of slope from P1 to P2, determine the slope of P1 to P2. a) 10.45% b) 15.10% c) 20.45% d) 18.46%

A hydrographic survey was conducted on a reservoir to determine its capacity by contour method. The depth of water at sounding point P1 was 10.50m and its elevation at the bottom was computed to be 210.30m. A sounding point P2 at a distance of 35.45m from P1 was observed to have a depth of 3.25m and its elevation at the bottom was determined to be 217.55m. 8. If a subaqueous contour is to be drawn between P1 and P2 with a contour interval 0.50m, how many contours that can be drawn? a) 10 b) 15 c) 9 d) 17 9. Assuming uniformity of slope from P1 to P2, determine the slope of P1 to P2. a) 10.45% b) 15.10% c) 20.45% d) 18.46%

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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