GRAPH-THEORETICAL MODEL FOR SLOW TRANSIENT ANALYSIS OF PIPE NETWORKS
Research is reported which accomplished the following: developed an incidence method for slow transient analysis; discussed numerical methods for integrating stiff ordinary differential equations (ODE), where initial value problems with strongly decreasing and increasing solution components are classified as stiff problems; proposed a technique for adjusting flow rates in pipes to satisfy mass continuity, since application of a rigid model theory violates mass continuity at nodes; and compared numerical results for slow and rapid transients predicted from either rigid or elastic water column models. It was found that a new method (incidence method) for analyzing slow transients in complicated and large-scale pipelines can be formulated in graph-theoretical framework using incidence matrices, and that the incidence method is superior to the loop method for analyzing slow transients in terms of addressing full valve-closure problems. Other findings of the study are also discussed.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/8672558
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- Shimadam, M
- Publication Date: 1989-9
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 1165-83
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Serial:
- Journal of Hydraulic Engineering
- Volume: 115
- Issue Number: 9
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9429
- Serial URL: https://ascelibrary.org/journal/jhend8
Subject/Index Terms
- TRT Terms: Differential equations; Flow; Graphics; Machine valves; Mathematical models; Network analysis (Planning); Pipe
- Uncontrolled Terms: Flow rate; Graphical analysis; Models
- Old TRIS Terms: Incidence matrices
- Subject Areas: Highways; Hydraulics and Hydrology; I26: Water Run-off - Freeze-thaw;
Filing Info
- Accession Number: 00488820
- Record Type: Publication
- Files: TRIS
- Created Date: Oct 31 1989 12:00AM