Abstract

Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views expressed in this Forum article do not necessarily reflect the views of ASCE or the Editorial Board of the journal.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ackers, P., and W. R. White. 1975. “Sediment transport—New approach and analysis.” J. Hydraul. Div. 101 (HY5): 621–625.
Ahrens, J. P. 2000. “A fall-velocity equation.” J. Waterway, Port, Coastal, Ocean Eng. 126 (2): 99–102.
Bagnold, R. A. 1966. An approach to the sediment transport problem from general physics. Geological Survey Professional Paper 422-I, 231–291. Washington, DC: US Department of Interior.
Camenen, B. 2007. “Simple and general formula for the settling velocity of particles.” J. Hydraul. Eng. 133 (2): 229–233.
Cheng, N. S. 1997. “Simplified settling velocity formula for sediment particle.” J. Hydraul. Eng. 123 (2): 149–152.
Chien, N., and Z. H. Wan. 1999. Mechanics of sediment transport. Reston, VA: ASCE.
Dey, S. 2014. Fluvial hydrodynamics: Hydrodynamic and sediment transport phenomena. Berlin: Springer.
Dietrich, W. E. 1982. “Settling velocity of natural particles.” Water Resour. Res. 18 (6): 1615–1626.
Dou, G. R. 1964. Bed-load transport. [In Chinese.] China: Nanjing Hydraulic Research Institute.
Einstein, H. A. 1950. The bed-load function for sediment transportation in open channel flows. Washington, DC: USDA.
Engelund, F., and J. Fredsoe. 1976. “Sediment transport model for straight alluvial channel.” Nordic Hydrol. 7 (5): 293–306.
Engelund, F., and E. Hansen. 1967. A monograph on sediment transport in alluvial streams. Copenhagen, Denmark: Teknisk Vorlag.
Fang, H. W., and G. Q. Wang. 2000. “Three-dimensional mathematical model of suspended-sediment transport.” J. Hydraul. Eng. 126 (8): 578–592.
Guo, J. 2002. “Logarithmic matching and its applications in computational hydraulics and sediment transport.” J. Hydraul. Res. 40 (5): 555–565.
Hallermeier, R. J. 1981. “Terminal settling velocity of commonly occurring sand grains.” Sedimentology 28 (6): 859–865.
Jimenez, J. A., and O. S. Madsen. 2003. “A simple formula to estimate settling velocity of natural sediments.” J. Waterway, Port, Coastal, Ocean Eng. 129 (2): 70–78.
Karim, F. 1998. “Bed material discharge prediction for nonuniform bed sediments.” J. Hydraul. Eng. 124 (6): 597–604.
McNown, J. S., and J. Malaika. 1950. “Effects of particle shape on settling velocity at low Reynolds numbers.” Trans. Am. Geophys. Union. 31 (1): 74–82.
Meyer-Peter, E., and R. Müller. 1948. Formulas for bed-load transport. 39–64. Stockholm, Sweden.
Molinas, A., and B. S. Wu. 2001. “Transport of sediment in large sand-bed rivers.” J. Hydraul. Res. 39 (2): 135–146.
Raudkivi, A. J. 1990. Loose boundary hydraulics. Tarrytown, NY: Pergamon Press.
Rouse, H. 1937. “Modern conceptions of the mechanics of turbulence.” Trans. Am. Soc. Civ. Eng. 102 (1): 463–505.
Rouse, H. (1938). Fluid mechanics for hydraulic engineers. New York: Dover.
Rubey, W. 1933. “Settling velocities of gravel, sand and silt particles.” Am. J. Sci. s5–25 (148): 325–338.
Soulsby, R. 1997. Dynamics of marine sands: A manual for practical applications. London: Thomas Telford Publications.
Stokes, G. G. 1851. “On the effect of the internal friction of fluids on the motion of pendulums.” Trans. Cambridge Philos. Soc. 9: 8–106.
Toffaleti, F. B. 1968. A procedure for computation of the total river sand discharge and detailed distribution, bed to surface., Vicksburg, MS: US Army Corps of Engineers.
van Rijn, L. C. 1984a. “Sediment transport, part I: Bed load transport.” J. Hydraul. Eng. 110 (10): 1431–1456.
van Rijn, L. C. 1984b. “Sediment transport, part II: Suspended load transport.” J. Hydraul. Eng. 110 (11): 1613–1641.
Velikanov, M. A. 1955. Dynamics of alluvial stream. Vol. 2 [In Russian.] Previous Soviet Union: State Publishing House of Theoretical and Technical Literature.
Velikanov, M. A. 1958. Alluvial process: Fundamental principles. [In Russian.] Previous Soviet Union: State Publishing House of Theoretical and Technical Literature.
Wu, W. M. 2001. CCHE2D sediment transport model. Oxford, MS: Univ. of Mississippi.
Wu, W. M. 2007. Computational river dynamics. London: Taylor & Francis.
Wu, W. M. 2013. “Simplified physically-based model of earthen embankment breaching.” J. Hydraul. Eng. 139 (8): 837–851.
Wu, W. M. 2017. Sediment dynamics. Lecture notes. London: Clarkson Univ.
Wu, W. M., and Y. T. Li. 1992. “One- and two-dimensional nesting mathematical model for river flow and sedimentation.” In Vol. 1 of Proc., 5th Int. Symp. on River Sedimentation, 547–554, Karlsruhe, Germany.
Wu, W. M., and D. A. Vieira. 2002. One-dimensional channel network model CCHE1D 3.0—Technical manual. Oxford, MS: Univ. of Mississippi.
Wu, W. M., and S. S. Y. Wang. 2006. “Formulas for sediment porosity and settling velocity.” J. Hydraul. Eng. 132 (8): 858–862.
Wu, W. M., S. S. Y. Wang, and Y. W. Jia. 2000. “Nonuniform sediment transport in alluvial rivers.” J. Hydr. Res. 38 (6): 427–434.
Xie, J. H., R. J. Zhang, J. S. Ding, and M. P. Wang, et al. 1981. River sedimentation engineering. [In Chinese.] Beijing: Water Resources Press.
Yalin, M. S. 1972. Mechanics of sediment transport. New York: Pergamon Press.
Yang, C. T. 1973. “Incipient motion and sediment transport.” J. Hydraul. Div. 99 (HY10): 1679–1704.
Zanke, U. 1977. Berechnung der Sinkgeschwindigkeiten von Sedimenten. Hannover, Germany: Technical Univ.
Zhang, R. J. 1947. “Analysis of the sediment load of the Yellow River.” [In Chinese.] Water Conservancy 15 (1): 12–27.
Zhang, R. J. 1950. “Equilibrium distribution of the suspended load in the two-dimensional steady and uniform flow.” [In Chinese.] New Sci. 3: 54–66.
Zhang, R. J. 1957. “On the theory of gravitation for open-channel flow loaded with suspensions by M. A. Velicanoff.” [In Chinese.] J. Wuhan Inst. Hydraul. Electric. Eng. 4 (1): 1–8.
Zhang, R. J. 1959. “Study on the sediment-carrying capacity in the middle and lower reaches of Yangtze River.” [In Chinese.] J. Sed. Res. 4 (2): 54–73.
Zhang, R. J. 1961. River dynamics. [In Chinese.] Beijing: Industry Press.
Zhang, R. J. 1963. “Review on the gravity theory and movement of suspended load.” [In Chinese.] Chin. J. Hydraul. Eng. 3: 11–23.
Zhang, R. J. 1964. “The relation between helical flow and river meandering process.” [In Chinese.] J. Nat. Sci. Inst. Higher Edu. 1: 1–15.
Zhang, R. J. 1975. “Ships passed in still water and sediment eroded by flowing water.” [In Chinese.] J. Wuhan Inst. Hydraul. Electric. Eng. 22 (2): 6–9.
Zhang, R. J. 1978. “Preliminary study on the properties of hyper-concentrated sediment-laden flow.” [In Chinese.] J. Wuhan Inst. Hydraul. Electric. Eng. 25 (1): 13–24.
Zhang, R. J. 1979a. “Key approaches to the radical regulation of the Yellow River.” [In Chinese.] J. Wuhan Inst. Hydraul. Electric. Eng. 26 (1), 16–25.
Zhang, R. J. 1979b. “Knowledge of the middle reaches of the Yellow River.” [In Chinese.] J. Wuhan Inst. Hydraul. Electric. Eng. 26 (4): 1–16.
Zhang, R. J. 1980. “Similarity scale of the sediment-laden flow in the physical model of river.” [In Chinese.] J. Wuhan Inst. Hydraul. Electric. Eng. 27 (3): 31–47.
Zhang, R. J. 1981. “Sediment problems in project of Gezhouba Dam Water Control and their solutions.” [In Chinese.] China Water Conservancy. 4: 24–36.
Zhang, R. J. 1982. Sediment problems of the Gezhouba water control project on the Yangtze River. [In Chinese.], China.
Zhang, R. J. 1983. “Problems of the streamflow scale in the distorted physical model for river.” [In Chinese.] In Proc., 2nd Int. Symp. on River Sedimentation, 173–174. Beijing, China: Water and Power Press.
Zhang, R. J., J. S. Chen, and J. H. Xie. 1989. Report outline of scientific research work on sediment in the Three Gorges Project: Collections of studies on the sediment problems in the Three Gorges Project. [In Chinese.] Beijing: China Science Press.
Zhang, R. J., and B. L. Xie. 1980. “Preliminary study on fluvial process of meandering river reaches.” [In Chinese.] In Proc., 1st Int. Symp. on River Sedimentation, 427–436. Beijing: Guanghua Press.
Zhang, R. J., and J. H. Xie. 1981. “Problems of the sediment and planning of river regime in the Gezhouba Dam area.” [In Chinese.] In Reports on Scientific and Technological Achievements of the Gezhouba Water Control Project, Yichang, China: Chinese Hydraulic Engineering Society.
Zhang, R. J., and J. H. Xie. 1993. Sedimentation research in China: Systematic selections. Beijing: China Water and Power Press.
Zhang, R. J., J. H. Xie, M. P. Wang, and J. T. Huang. 1998. River sediment dynamics. 2nd ed. [In Chinese.] Beijing: China Water and Power Press.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 144Issue 6June 2018

History

Received: Jun 23, 2017
Accepted: Nov 27, 2017
Published online: Apr 3, 2018
Published in print: Jun 1, 2018
Discussion open until: Sep 3, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Guangming Tan [email protected]
Professor, School of Water Resources and Hydropower, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Hongwei Fang [email protected]
Professor, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). Email: [email protected]
Subhasish Dey [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, West Bengal 721302, India; Adjunct Professor, Physics and Applied Mathematics Unit, Indian Statistical Institute, Kolkata, West Bengal 700108, India; Distinguished Visiting Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Weiming Wu, F.ASCE [email protected]
James K. Edzwald Endowed Professor, Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY 13699. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share