A linear programming solution is presented for the problem of selecting optimal pipe diameters, and head at the source for a water distribution network. The water discharge and pressure requirements at all points in the system are assumed to be known and remain constant, and the configuration of the network connecting the points to the…
Journal of the Pipeline Division Template
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About the Journal of the Pipeline Division format
Journal of the Pipeline Division is a peer-reviewed journal published by ASCE, covering Geotechnical Engineering and Underground Structures, Water Systems and Optimization, Structural Integrity and Reliability Analysis.
| Publisher | ASCE |
|---|---|
| Reference style | Author–year (ASCE) Author–year — (Smith, 2023) in the text Smith, A., B. Jones, and C. Lee. (2023). "A representative article title." Journal of the Pipeline Division, 12(3), 45–58.
Formats any DOI in Journal of the Pipeline Division style. No sign-up. |
| Publishes research in | Geotechnical Engineering and Underground Structures Water Systems and Optimization Structural Integrity and Reliability Analysis Underground infrastructure and sustainability Offshore Engineering and Technologies |
| ISSN | 0569-8014 |
| h-index | 6 |
| i10-index | 4 |
| Total citations | 215 |
| Top institutions publishing here | Line Corporation (Japan) |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Papers published in Journal of the Pipeline Division per year
Citation impact of Journal of the Pipeline Division by publication year
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Most-cited papers in Journal of the Pipeline Division
Current design equations for pipelining solids are based on the settling characteristics solids in water. There is increasing interest in using nonNewtonian homogeneous suspensions of fine solids as the continuous fluid phase to facilitate the transportation of coarse solids. The rheological properties of these fine suspensions can be approximated by the Bingham plastic model. Settling…
The equations of waterhammer, as derived by the method of characteristics, are applied to oil pipeline systems. It is shown that oil pipeline transients may be calculated by these methods, with the aid of a digital computer. Experimental confirmation is given by comparison with field tests.
The soil pressures on a 24-in. OD concrete pipe buried in a 6-ft-wide by 7-ft-long by 7-ft-deep steel soil container were measured with 16 pressure cells mounted in the pipe. Loads were applied to the soil surface with a large Universal testing machine. Graphical representations of the soil pressure distributions are given for six different…
Pipeline flotation is undesired rising or sinking of a pipeline during or after installation. It is usually caused by agitation of pipes of bulk specific gravity much different than that of the backfill or ambient sediment. The rising effect is studied experimentally. A table for computing exposure to flotation is provided. The relationship between flotation…