TECHNICAL PAPERS
Jan 1, 1995

Solid Waste Transfer Station Design

Publication: Journal of Environmental Engineering
Volume 121, Issue 1

Abstract

General solid waste transfer station analyses are presented, including mode of transfer, sizing of tipping floors, and vehicle traffic flow. A case study for a transfer station in Riley County, Kansas, is used for demonstration purposes. Approaches for conceptual level analyses are provided, with emphasis on queuing analysis and its importance to vehicle traffic flow at solid waste transfer stations. Basic queuing theory is reviewed for both scalehouse and tipping floor queues, and the impact of self-haul vehicles is presented. The applicability of exponential distributions to intervehicle arrival rates and service rates is discussed, and the verification from field data of the exponential distribution to intervehicle arrival rates is provided for a proposed transfer station site. A queuing analysis for the Riley County, Kansas transfer station is presented, along with a simplified graphical solution for the exponential queuing model.

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References

1.
Agrawal, A. (1972). “Queuing analysis of a marine transfer station,” PhD thesis, State Univ. of New York at Stony Brook, N.Y.
2.
Ang, A., and Tang, W. (1975). Probability concepts in engineering planning and design: volume I: basic principals . John Wiley and Sons, New York, N.Y.
3.
Arey, M., and Baetz, B.(1993). “Simulation modelling for the sizing of solid waste receiving facilities.”Can. J. Civ. Engrg., Ottawa, Canada, 20(2), 220–227.
4.
CH2M Hill. (1991). Riley County transfer station facilities planning report . CH2M Hill Central, Inc., Denver, Colo.
5.
Environmental Protection Agency (EPA). (1990). Characterization of municipal solid waste in the United States: 1990 update; EPA/530-SW-90-04, Washington, D.C.
6.
Hartz, K., and Ham, R.(1981). “Determining the optimum number of receiving bays for a solid waste facility.”Conservation and Recycling, 4(1), 39–46.
7.
Humphries, M.(1986). “Modeling congestion at refuse reception installations.”Waste Mgmt. and Res., 4(3), 279–291.
8.
Institute of Transportation Engineers. (1982). Transportation and traffic engineering handbook, 2nd Ed., Prentice-Hall, Inc., Englewood Cliffs, N.J.
9.
Rood, R. F. (1992). “Solid waste management in Oklahoma—1992: where do we go from here?”Rep., Oklahoma State Dept. of Health: Oklahoma City, Okla.
10.
Yaffe, H.(1974). “A model for optimal operation and design of solid waste transfer stations.”Transp. Sci., 8(3), 265–308.

Information & Authors

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 121Issue 1January 1995
Pages: 96 - 106

History

Published online: Jan 1, 1995
Published in print: Jan 1995

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Authors

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Jess W. Everett, Associate Member, ASCE
Prof., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, 202 West Boyd St., Room 334, Norman, OK 73019.
Dave Applegate
P. E., CH2M Hill, P.O. Box 22508, Denver, CO 80222.

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