Field Techniques for Suspended-Sediment Measurement

Author:

Wren D. G.11234,Barkdoll B. D.11234,Kuhnle R. A.11234,Derrow R. W.11234

Affiliation:

1. Member, ASCE

2. Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Mississippi, 208 Carrier Hall, University, MS 38677. E-mail: dgwren@olemiss.edu

3. Asst. Prof., Dept. of Civ. Engrg., Univ. of Mississippi, 208 Carrier Hall, University, MS. E-mail: cvbark@olemiss.edu

4. Res. Hydr. Engr., U.S. Dept. of Agr.-Agricultural Res. Service Nat. Sedimentation Lab., P.O. Box 1157, 598 McElroy Dr., Oxford, MS 38655. E-mail: kuhnle@sedlab.olemiss.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference65 articles.

1. Agrawal Y. C. and Pottsmith H. C. (1994). “Laser diffraction particle sizing in STRESS.” Continental Shelf Res. 14(10/11) 1101–1121.

2. Agrawal Y. C. and Pottsmith H. C. (1996). “Laser instruments for particle sizing and settling velocity measurements in the coastal zone.” Proc. Oceans-Conf.—1996 Vol. I IEEE Piscataway N.J. 1135–1142.

3. Baier V. and Bechteler W. (1996). “An underwater videomicroscope to determine the size and shape of suspended particles by means of digital image processing.” Proc. 6th Int. Offshore and Polar Engrg. Conf . 138–144.

4. Baker E. T. and Lavelle J. (1984). “The effect of particle size on the light attenuation coefficient of natural suspensions.” J. Geophys. Res. 89(C5) 8197–8203.

5. Berke B. and Rakoczi L. (1981). “Latest achievements in the development of nuclear suspended sediment gauges.” Proc. Erosion and Sediment Transport Measurement (Symp.) International Association of Hydrological Sciences Wallingford U.K. 83–90.

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