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Apr 1, 1999

The Legend of A. F. Shields

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Publication: Journal of Hydraulic Engineering
Volume 125, Issue 4

Abstract

The well-known doctoral work of Shields is a tale that is frequently recounted by many authors and has spawned a large, continuing body of research over the last 60 years. Despite the success of Shields' work, the details of his experimental methods and results as reported by others are quite variable. Inconsistencies and misconceptions regarding Shields' work are identified and examined here. Incomplete descriptions by Shields, loss of his original data, and Shields' postgraduate absence from the hydraulic engineering community leave some of the identified inconsistencies open to debate.

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References

1.
Andrews, E. D. ( 1983). “Entrainment of gravel from naturally sorted riverbed material.” Geol. Soc. Amer. Bull., 94(10), 1225–1231.
2.
Ashworth, P. J., and Ferguson, R. I. ( 1989). “Size-selective entrainment of bed-load in gravel bed streams.” Water Resour. Res., 25(4), 627–634.
3.
Ashworth, P. J., Ferguson, R. I., Ashmore, P. E., Paola, C., Powell, D. M., and Prestegaard, K. L. ( 1992). “Measurements in a braided river chute and lobe. 2. Sorting of bed-load during entrainment, transport, and deposition.” Water Resour. Res., 28(7), 1887–1896.
4.
Blatt, H., Middleton, G., and Murray, R. ( 1980). Origin of sedimentary rocks . Prentice-Hall, Englewood Cliffs, N.J.
5.
Buffington, J. M., Dietrich, W. E., and Kirchner, J. W. ( 1992). “Friction angle measurements on a naturally formed gravel streambed: Implications for critical boundary shear stress.” Water Resour. Res., 28(2), 411–425.
6.
Buffington, J. M., and Montgomery, D. R. ( 1997). “A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers.” Water Resour. Res., 33(8), 1993–2029.
7.
Carling, P. A., Kelsey, A., and Glaister, M. S. ( 1992). “Effect of bed roughness, particle shape and orientation on initial motion criteria,” Dynamics of gravel-bed rivers, P. Billi, R. D. Hey, C. R. Thorne, and P. Tacconi, eds., Wiley, New York, 23–37.
8.
Carson, M. A., and Griffiths, G. A. ( 1985). “Tractive stress and the onset of bed particle movement in gravel stream channels: Different equations for different purposes.” J. Hydro., Amsterdam, 79(3/4), 375–388.
9.
Casey, H. J. ( 1935a). “Über Geschiebebewegung,” Doktor-Ingenieurs dissertation, Technischen Hochschule, Berlin (in German).
10.
Casey, H. J. ( 1935b). “Über Geschiebebewegung.” Mitteilungen der Preussischen Versuchsanstalt für Wasserbau und Schiffbau, Heft 19, Berlin (in German).
11.
Chin, C. O., Melville, B. W., and Raudkivi, A. J. (1994). “Streambed armoring.”J. Hydr. Engrg., ASCE, 120(8), 899–918.
12.
Church, M. ( 1978). “Palaeohydrological reconstructions from a Holocene valley fill.” Fluvial sedimentology, A. D. Miall, ed., Canadian Society of Petroleum Geologists Memoir 5, Calgary, AB, Canada, 743–772.
13.
Day, T. J. ( 1980). “A study of the transport of graded sediments.” Rep. IT190, Hydraul. Res. Stn., Wallingford, UK.
14.
Dietrich, W. E., Smith, J. D., and Dunne, T. ( 1984). “Boundary shear stress, sediment transport and bed morphology in a sand-bedded river meander during high and low flow.” River Meandering, Proc., Conf. Rivers '83, ASCE, Reston, Va., 632–639.
15.
Diplas, P. (1987). “Bedload transport in gravel-bed streams.”J. Hydr. Engrg., ASCE, 113(3), 277–292.
16.
Einstein, A. ( 1934). “Der hydraulische oder Profil-Radius.” Schweizerische Bauseitung, 103(8), 89–91, Zürich (in German).
17.
Einstein, H. A. ( 1950). “The bed-load function for sediment transportation in open channel flows.” Tech. Bull. 1026, U.S. Dept. of Agr., Soil Conservation Service, Washington, D.C.
18.
Einstein, H. A., and Barbarossa, N. L. ( 1952). “River channel roughness.” Trans., ASCE, 117(2528), 1121–1146.
19.
Folk, R. L. ( 1974). Petrology of Sedimentary Rocks . Hemphill Publishing, Austin, Tex.
20.
Gessler, J. ( 1971). “Beginning and ceasing of sediment motion.” River mechanics, H. W. Shen, ed., Hsieh Wen Shen, Fort Collins, Colo., 7, 1–22.
21.
Gilbert, G. K. ( 1914). “The transportation of débris by running water.” Profl. Paper No. 86, U.S. Geological Survey, Washington, D.C.
22.
Henderson, F. M. ( 1966). Open channel flow . Macmillan, New York.
23.
Hey, R. D. (1988). “Bar form resistance in gravel-bed rivers.”J. Hydr. Engrg., ASCE, 114(12), 1498–1508.
24.
Houjou, K., Shimizu, Y., and Ishii, C. ( 1990). “Calculation of boundary shear stress in open channel flow.” J. Hydrosci. Hydr. Eng., 8(2), 21– 37.
25.
Ippen, A. T., and Verma, R. P. ( 1953). “The motion of discrete particles along the bed of a turbulent stream.” Proc., Minnesota Int. Hydr. Convention, International Association for Hydraulic Research, Minneapolis, Minn., 7–20.
26.
Johnson, J. W. ( 1942). “The importance of considering side-wall friction in bed-load investigations.” Civ. Engrg., ASCE, 12(6), 329–331.
27.
Johnson, J. W. ( 1943). “Laboratory investigations on bed-load transportation and bed roughness, a compilation of published and unpublished data.” Rep. No. SCS-TP-50, U.S. Dept. of Agr., Soil Conservation Service, Washington, D.C.
28.
Kennedy, J. F. ( 1963). “The mechanics of dunes and antidunes in erodible-bed channels.” J. Fluid Mech., Cambridge, England, 16(4), 521– 544.
29.
Kennedy, J. F. ( 1975). “Hydraulic relations for alluvial streams.” Sedimentation engineering, V. A. Vanoni, ed., ASCE, Reston, Va., 114–154.
30.
Kennedy, J. F. (1995). “The Albert Shields story.”J. Hydr. Engrg., ASCE, 121(11), 766–772.
31.
Kirchner, J. W., Dietrich, W. E., Iseya, F., and Ikeda, H. ( 1990). “The variability of critical shear stress, friction angle, and grain protrusion in water worked sediments.” Sedimentology, 37(4), 647–672.
32.
Kramer, H. ( 1932). “Modellgeschiebe und schleppkraft,” Doktor-Ingenieurs dissertation, Technischen Hochschule, Dresden, Germany (in German).
33.
Kramer, H. ( 1935). “Sand mixtures and sand movement in fluvial models.” Trans., ASCE, 100(1909), 798–838.
34.
Krumbein, W. C. ( 1936). “Application of logarithmic moments to size frequency distribution of sediments.” J. Sediment. Petrol., 6(1), 35–47.
35.
Kuhnle, R. A. (1993). “Incipient motion of sand-gravel sediment mixtures.”J. Hydr. Engrg., ASCE, 119(12), 1400–1415.
36.
Lavelle, J. W., and Mofjeld, H. O. (1987). “Do critical stresses for incipient motion and erosion really exist?”J. Hydr. Engrg., ASCE, 113(3), 370–385.
37.
Leighly, J. B. ( 1932). “Toward a theory of the morphologic significance of turbulence in the flow of water in streams.” Univ. Calif. Publ. Geog., 6, 1–22.
38.
Li, Z., and Komar, P. D. ( 1986). “Laboratory measurements of pivoting angles for applications to selective entrainment of gravel in a current.” Sedimentology, 33, 413–423.
39.
Little, W. C., and Mayer, P. G. (1976). “Stability of channel beds by armoring.”J. Hydr. Div., ASCE, 102(11), 1647–1661.
40.
Mantz, P. A. (1977). “Incipient transport of fine grains are flakes by fluids—Extended Shields diagram.”J. Hydr. Div., ASCE, 103(6), 601–615.
41.
Middleton, G. V., and Southard, J. B. ( 1984). “Mechanics of sediment movement.” Short Course No. 3, Society of Economic Paleontologists and Mineralogists, Tulsa, Okla.
42.
Miller, M. C., McCave I. N., and Komar, P. D. ( 1977). “Threshold of sediment motion under unidirectional currents.” Sedimentology, 24(4), 507–527.
43.
Miller, R. T., and Byrne, R. J. ( 1966). “The angle of repose for a single grain on a fixed rough bed.” Sedimentology, 6(4), 303–314.
44.
Mizuyama, T. ( 1977). “Bedload transport in steep channels,” Ph.D. dissertation, Kyoto University, Kyoto, Japan.
45.
Neill, C. R., and Yalin, S. (1969). “Quantitative definition of beginning of bed movement.”J. Hydr. Div., ASCE, 95(1), 585–588.
46.
Nikuradse, J. ( 1933). “Strömungsgesetze in rauhen Rohren.” VDI-Forschungsheft 361, Forshung auf dem Gebiete des Ingenieurwesens, B, Verein deutscher Ingenieure, Berlin (in German).
47.
Novak, P., and Nalluri, C. (1975). “Sediment transport in smooth fixed bed channels.”J. Hydr. Div., ASCE, 101(9), 1139–1154.
48.
Paintal, A. S. (1971). “Concept of critical shear stress in loose boundary open channels.”J. Hydr. Res., 9(1), 91–113.
49.
Parker, G., Klingeman, P. C., and McLean, D. G. (1982). “Bedload and size distribution in paved gravel-bed streams.”J. Hydr. Div., ASCE, 108(4), 544–571.
50.
Parker, G., and Peterson, A. W. (1980). “Bar resistance of gravel-bed streams.”J. Hydr. Div., ASCE, 106(10), 1559–1575.
51.
Phillips, M. ( 1980). “A force balance model for particle entrainment into a fluid stream.” J. Phys., D, 13(2), 221–233.
52.
Powers, M. C. ( 1953). “A new roundness scale for sedimentary particles.” J. Sediment. Petrol., 23(2), 117–119.
53.
Prestegaard, K. L. ( 1983). “Bar resistance in gravel bed streams at bankfull stage.” Water Resour. Res., 19(2), 473–476.
54.
Richards, K. ( 1990). “Fluvial geomorphology: Initial motion of bed material in gravel-bed rivers.” Progress in Phys. Geography, 14(3), 395– 415.
55.
Rouse, H. ( 1939a). “An analysis of sediment transportation in light of fluid turbulence.” Rep. No. SCS-TP-25, Sediment Division, U.S. Dept. of Agr., Soil Conservation Service, Washington, D.C.
56.
Rouse, H. ( 1939b). “Discussion of `Laboratory investigation of flume traction and transportation,' by Y. L. Chang.” Proc., ASCE, 65(2), 291–296.
57.
Rouse, H. ( 1949). “Fundamental principles of movement.” Engineering Hydraulics, Proc., 4th Hydr. Conf., Wiley, New York, 786–804.
58.
Russell, R. D., and Taylor, R. E. ( 1937). “Roundness and shape of Mississippi River sands.” J. Geology, 45(3), 225–267.
59.
Schlichting, H. ( 1968). Boundary-layer theory . McGraw-Hill, New York.
60.
Shields, A. ( 1936a). “Anwendung der Aehnlichkeitsmechanik und der Turbulenzforschung auf die Geschiebebewegung,” Doktor-Ingenieurs dissertation, Technischen Hochschule, Berlin (in German).
61.
Shields, A. ( 1936b). “Anwendung der Aehnlichkeitsmechanik und der Turbulenzforschung auf die Geschiebebewegung.” Mitteilungen der Preussischen Versuchsanstalt für Wasserbau und Schiffbau, Heft 26, Berlin (in German).
62.
Shields, A. ( 1936c). “Application of similarity principles and turbulence research to bed-load movement.” Hydrodynamics Laboratory Publ. No. 167, W. P. Ott, and J. C. van Uchelen, trans., U.S. Dept. of Agr., Soil Conservation Service Cooperative Laboratory, California Institute of Technology, Pasadena, Calif.
63.
Simons, D. B., and Richardson, E. V. ( 1966). “Resistance to flow in alluvial channels.” Profl. Paper No. 422-J, U.S. Geological Survey, Washington, D.C.
64.
USWES. ( 1935). “Study of riverbed material and their use with special reference to the Lower Mississippi River.” Paper 17, U.S. Waterways Experiment Station, Vicksburg, Miss.
65.
Vanoni, V. A. ( 1964). “Measurements of critical shear stress for entraining fine sediments in a boundary layer.” Rep. No. KH-R-7, W. M. Keck Laboratory of Hydraulics and Water Resources, Division of Engineering and Applied Science, California Institute of Technology, Pasadena, Calif.
66.
Vanoni, V. A. (1966). “Sediment transportation mechanics: Initiation of motion.”J. Hydr. Div., ASCE, 92(2), 291–314.
67.
Vanoni, V. A. (1974). “Factors determining bed forms of alluvial streams.”J. Hydr. Div., ASCE, 100(3), 363–377.
68.
Vanoni, V. A. ( 1975). “Initiation of motion.” Sedimentation Engineering, V. A. Vanoni, ed., ASCE, Reston, Va., 91–114.
69.
Vanoni, V. A., and Brooks, N. H. ( 1957). “Laboratory studies of the roughness and suspended load of alluvial streams.” Sedimentation Lab. Rep. No. E68, California Institute of Technology, Pasadena, Calif.
70.
Ward, B. D. ( 1969). “Relative density effects on incipient bed movement.” Water Resour. Res., 5(5), 1090–1096.
71.
Wathen, S. J., Ferguson, R. I., Hoey, T. B., and Werritty, A. ( 1995). “Unequal mobility of gravel and sand in weakly bimodal river sediments.” Water Resour. Res., 31(8), 2087–2096.
72.
Wiberg, P. L., and Smith, J. D. ( 1987). “Calculations of the critical shear stress for motion of uniform and heterogeneous sediments.” Water Resour. Res., 23(8), 1471–1480.
73.
Wilcock, P. R. ( 1988). “Methods for estimating the critical shear stress of individual fractions in mixed-size sediment.” Water Resour. Res., 24(7), 1127–1135.
74.
Yalin, M. S. ( 1971). Theory of hydraulic models . Macmillan, London, U.K.
75.
Yalin, M. S., and Karahan, E. (1979). “Inception of sediment transport.”J. Hydr. Div., ASCE, 105(11), 1433–1443.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 125Issue 4April 1999
Pages: 376 - 387

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Received: Dec 19, 1997
Published online: Apr 1, 1999
Published in print: Apr 1999

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John M. Buffington
Dept. of Geological Sci., Univ. of Washington, Seattle, WA 98195-1310. E-mail: [email protected]

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