TECHNICAL PAPERS
Oct 1, 1987

Precision in Cross‐Sectional Area Calculations on Earthwork Determination

Publication: Journal of Surveying Engineering
Volume 113, Issue 3

Abstract

Results from an investigation have shown that errors resulting from the use of approximate methods for cross‐sectional area calculation are insignificant in earthwork volume determination. A simplified cross section can be substituted for the actual cross section in earthwork volume computation. Spacing between cross sections is the largest factor influencing accuracy of volume computation. Accuracy decreases with increasing distance between cross sections. The increase in density and quantity of the data base (i.e., the decrease in spacing between cross sections and the increase in point density along crosssectional profiles) can compensate for the decrease in cross‐sectional area calculation accuracy.

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References

1.
Ackermann, F. (1978). “Experimental investigation into the accuracy of contouring through DTM.” Photogram. Engrg. and Remote Sensing, 44(12), Dec., 1537–1548.
2.
McCormac, J. C. (1983). “Volumes.” Surveying fundamental, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 341–343.
3.
Siyam, Y. M. (1981). “Earthwork calculations from digital terrain model.” Dissertation, presented to the Department of Civil Engineering, University of Illinois at Urbana‐Champaign, Urbana, Ill., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
Wong, K. W., and Siyam, Y. M. (1983). “Accuracy of earthwork calculations from digital elevation data,” Photogram. Engrg. and Remote Sensing, 49(1), Jan., 103–109.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 113Issue 3October 1987
Pages: 139 - 151

History

Published online: Oct 1, 1987
Published in print: Oct 1987

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Youssuf M. Siyam
Asst. Prof., Civ. Engrg. Dept., Univ. of Jordan, Amman, Jordan

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