Influence of Streamwise Bed Slope on Sediment Threshold under Stream Flow

Author:

Dey Subhasish12,Debnath Koustuv12

Affiliation:

1. Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Kharagpur 721302, West Bengal, India. E-mail: sdey@civil.iitkgp.ernet.in; currently, Visiting Prof., Institut für Wasserbau, Universität Stuttgart, Pfaffenwaldring 61, D-7055, Stuttgart, Germany.

2. Lect., Dept. of Appl. Mech. and Drawing, Bengal Engrg. College, Howrah 711103, West Bengal, India. E-mail: appmech@becs.ernet.in

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference34 articles.

1. Allen J. R. L. (1982). “Simple models for the shape and symmetry of tidal sand wave: (1) Statically stable equilibrium forms.” Marine Geol. Amsterdam 48 13–49.

2. “Friction factor in open channels.”;ASCE Task Force on Friction Factors on Open Channels.;J. Hydr. Div.,1963

3. “Discussion of `Sediment transportaton mechanics: Initiation of motion' by Task Committee.”;Barr D. I. H.;J. Hydr. Div.,1966

4. Chiew Y. M. and Parker G. (1994a). . “Basic data on incipient sediment motion on non-horizontal slopes in closed-conduit flow.” Tech. Memo. No. 234 St. Anthony Falls Hydr. Lab. University of Minnesota Minneapolis.

5. Incipient sediment motion on non-horizontal slopes

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