The areas within contour lines at the site of a reservoir and along the face of the proposed dam are as follows. Using the prismoidal method, the volume of the reservoir is: Contour Area m? 300 738 780 298 708 870 296 693 900 294 506 880 292 241 500 290 98 480 288 50 010 286 31 680 284 400

The areas within contour lines at the site of a reservoir and along the face of the proposed dam are as follows. Using the prismoidal method, the volume of the reservoir is: Contour Area m? 300 738 780 298 708 870 296 693 900 294 506 880 292 241 500 290 98 480 288 50 010 286 31 680 284 400

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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Q1The table below contains the cross- sections Areas of road Calculate the volumes of the earth work Distance(m) 0 30 60 120 180 Areas (m?) 48.000 37.500 25.345 13.854 14.145 Q2The areas within the contour lines at the site as follows: Calculate the volume of water between them Contour m 90 88 86 84 82 80 78 Areas m? 476O 4310 3770 2960 2190 1640 8400 *
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