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REPORT L VISUAL ACCUMULATION TUBE FOR SIZE ANALYSIS OF SANDS By B.C. Colby R.P. Christensen June, 1956 FEDERAL INTERAGENCY SEDIMENTATION PROJECT Waterways Experiment Station 3909 Halls Ferry Road Vicksburg, MS 39180-6199 (601) 634-2759 http://fisp.wes.army.mil Sponsored by: U.S. Army Corps of Engineers U.S. Geological Survey U.S.D.A. Agricultural Research Service U.S. Bureau of Reclamation U.S.D.A. Forest Service U.S. Bureau of Land Management U.S. Environmental Protection Agency
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Page 1: FEDERAL INTERAGENCY SEDIMENTATION PROJECT · FEDERAL INTERAGENCY SEDIMENTATION PROJECT Waterways Experiment Station 3909 Halls Ferry Road Vicksburg, MS 39180-6199 (601) 634-2759 ...

REPORT L

VISUAL ACCUMULATION TUBE FOR SIZE ANALYSIS OF SANDS

By B.C. Colby

R.P. Christensen

June, 1956

FEDERAL INTERAGENCY SEDIMENTATION PROJECT Waterways Experiment Station

3909 Halls Ferry Road Vicksburg, MS 39180-6199 (601) 634-2759 http://fisp.wes.army.mil

Sponsored by:

U.S. Army Corps of Engineers U.S. Geological Survey

U.S.D.A. Agricultural Research Service U.S. Bureau of Reclamation

U.S.D.A. Forest Service U.S. Bureau of Land Management

U.S. Environmental Protection Agency

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Paper 1004 3 . JJ - - - - - - - HY 3

Journal of the

I HYDRAULICS DI\'ISIOS

Proceedings of the American Society of Civil Engineers I

VISUAL ACCUMULATION TUBE FOR SIZE ANALYSIS OF SANDS

B. C. colbyl and R. P. christensen2 (Proc. Paper 1004)

SYNOPSIS

The visual-accumulation-tube method was developed primarily for making size analyses of the sand fractions of suspended-sediment and bed-material samples. Because the fundamental property governing the motion of a sedi- ment oarticle in a fluid i s believed to be its fall velocitv. the analvsis i s de- . . signed to determine the fall-velocity-frequency distribution of the individual particles of the sample. The analysis i s based on a stratified sedimentation system in which thesample is introduced at the top of a transparent settling tube containing distilled water. The procedure involves the direct visual tracing of the height of sediment accumulation in a contracted section at the bottom of the tube. A pen records the height on a moving chart. The method i s simple and fast, provides a continuous and permanent record, gives highly reproducible results, and accurately determines the fall-velocity character- istics of the sample.

The apparatus, procedure, results, and accuracy of the visual- accumulation-tube method for determining the sedimentation-size distribution of sands a re presented in this paper.

1 INTRODUCTION

I The visual-accumulation-tube method for the size analysis of sands was develooed as a Dart of a eeneral series of investieations entitled "A Studv of - Methods Used in Measurement and Analysis of Sediment Loads in Streams" and sponsored by the Subcommittee on Sedimentation. Inter-Agency Commit- - . tee on Water ~ e s o u r c e s (formerly Federal ~ n t e r - ~ ~ e n c ~ River Basin

Note: Discussion open untfl November 1. 1956. Paper 1004 is part of the copyrighted Journal of the Hydraulics Mvlsion of the American Society of Civil Engineers, Vol. 82. No. HY 3, June, 1956.

Hydr. Engr., Geological Survey, U. S. Dept. of the Interior, Minneapolis, Minn. Hydr. Engr., Corps of Engrs., U. S. Dept. of the Army, Minneapolis, Minn.

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