Several models for predicting mean waiting time of river traffic at a multiple chamber lock were developed and tested. Mean waiting time predicted by the M/G/1 model differed significantly from observed times. Analysis of possible causes of failure of this model suggested a limited queue length M/G/1 model for one chamber, from which more accurate predictions were derived. For the two chamber system, an M/G/1 model with random batch size was developed. This model yields a lower bound for mean waiting time. These last two models can be used to predict system performance under various operating conditions. (Author)

  • Supplemental Notes:
    • Published in Transportation Science, V10, N4, November 1976 and is also available from ESL.
  • Corporate Authors:

    University of California, Berkeley

    Operations Research Center, 3115 Etcheverry Hall
    Berkeley, CA  United States  94720
  • Authors:
    • GLASSEY, C R
    • Ross, S M
  • Publication Date: 1976-9

Media Info

  • Pagination: 32 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00145744
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: ORC-76-27 Res. Rpt.
  • Contract Numbers: DAAG29-76-G-0042
  • Files: TRIS
  • Created Date: Jan 16 1977 12:00AM