Estimating Pit Excavation Volume Using Unequal Intervals
Publication: Journal of Surveying Engineering
Volume 115, Issue 4
Abstract
The current methods of estimating the excavation volume for a rectangular pit use excavation depth measurements at lattice points of a grid formed by marking off each of the x‐ and y‐axes in intervals of equal length. The excavation volume is estimated by using the trapezoidal rule or Simpson's 1/3 and 3/8 formulas along with these depth measurements to estimate the double integral of the excavation depth function. In this paper we first derive a generalized Simpson (GS) 3/8 formula to estimate the integral of a function over an interval partitioned into three possibly unequal intervals. We assume the function is approximately a cubic with known ordinates at the four points that partition the interval. We then assume that the excavation depth measurements of the rectangular pit are taken as the lattice points of a grid in which the axes are partitioned into intervals of unequal length and use the GS 3/8 formula with the known GS 1/3 formula to derive the excavation volume estimate. A numerical example is included.
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References
1.
Davis, R., et al. (1981). Surveying: Theory and practice. McGraw‐Hill Book Co., New York, N.Y.
2.
Easa, S. M. (1988a). “Area of irregular region with unequal intervals.” J. Surveying Engrg., ASCE, 114(2), 50–58.
3.
Easa, S. M. (1988b). “Estimating pit excavation volume using nonlinear ground profile.” J. Surveying Engrg., ASCE, 114(2), 71–83.
4.
El‐Hassan, I. M. (1987). “Application of Simpson's 3/8 rule for computation of area enclosed by irregular boundary.” J. Surveying Engrg., ASCE, 113(3), 127–132.
5.
Schmidt, M., and Wong, K. W. (1985). Fundamentals of surveying. Prindle, Weber, and Schmidt, Boston, Mass.
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Copyright © 1989 ASCE.
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Published online: Nov 1, 1989
Published in print: Nov 1989
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