Research Article
Sep 1966

Drop-Box Weir for Sediment-Laden Flow Measurement

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Publication: Journal of the Hydraulics Division
Volume 92, Issue 5

Abstract

Laboratory development and field experience indicates that a drop-box weir will perform extremely well under wide ranges of discharges and sediment loads. This weir has a central V-notch to improve the sensitivity at low flow rates. The drop box into which the water falls is placed immediately upstream of the measuring section of the weir to keep entrained sediment in suspension. The calibration of this weir can be established for a given size weir from a dimensionless relationship of gage head, H, and discharge, Q. This relationship holds for any weir size as long as the gage head does not exceed 0.8 times the V-notch depth. At greater gage heads, upstream approach conditions, i.e., streambed slope and the approach flow angle, influence the calibration and corrections must be made. Field performance has, to a great extent, verified laboratory predictions.

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Published In

Journal of the Hydraulics Division
Volume 92Issue 5September 1966
Pages: 165 - 190

History

Published in print: Sep 1966
Published online: Feb 3, 2021

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Authors

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Clifton W. Johnson, M.ASCE
Hydr. Engr., U. S. Dept. of Agric., Agric. Research Service, Soil and Water Conservation Research Div., Northwest Branch, Boise, Idaho
Howard D. Copp, AM.ASCE
Assoc, Hydr. Engr., R. L. Albrook Hydr. Lab., Call. of Engrg. Research Div., Washington State Univ., Pullman, Wash
E. Roy Tinney, M.ASCE
Head, R. L. Albrook Hydr. Lab., Coll. of Engrg. Research Div., and Prof. of Civ. Engrg., Washington State Univ., Pullman, Wash

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