HYDRAULIC RESISTANCE INDUCED BY DEPOSITION OF SEDIMENT IN POROUS MEDIUM. TECHNICAL NOTE
This note investigates the deposition of the instantaneously released sediment into a gravel matrix and the hydraulic resistance induced by the rapid siltation. The experimental results reveal that the depositional patterns of the sediment are governed by the gravel-sediment size ratio, the amount of sediment released, and the seepage flowrate. The observations also indicate that the stable stage of sediment deposition is reached shortly after the occurrence of sudden slump. A regression relation is developed to quantify the stable-stage hydraulic resistance with the major governing factors. Given the hydraulic resistance, one can use the siltation equation to evaluate the hydraulic conductivity of the silted porous medium. With such information, planning of the engineering alternatives to meet the seepage flow requirements is made possible.
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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
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Wu, F-C
- Huang, H-T
- Publication Date: 2000-7
Language
- English
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 547-551
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Serial:
- Journal of Hydraulic Engineering
- Volume: 126
- Issue Number: 7
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9429
- Serial URL: https://ascelibrary.org/journal/jhend8
Subject/Index Terms
- TRT Terms: Deposition; Distributions (Statistics); Experiments; Flow; Flow resistance; Fluid resistance; Grain size (Geology); Gravel; Hydraulics; Laboratory tests; Permeability coefficient; Porous materials; Ratios; Regression analysis; Sand; Sedimentation; Sediments; Seepage; Silting; Streambeds
- Subject Areas: Data and Information Technology; Highways; Hydraulics and Hydrology; Marine Transportation; Operations and Traffic Management; I26: Water Run-off - Freeze-thaw;
Filing Info
- Accession Number: 00795645
- Record Type: Publication
- Files: TRIS
- Created Date: Jul 14 2000 12:00AM