1991Journal of Hydraulic EngineeringRequires access

Estimating Flow through Riprap

Steven R. Abt, James F. Ruff, R. J. Wittler

Open publisher page 15 citations

Abstract

Flume studies were conducted in which riprap-protected embankments were subjected to overtopping flows to determine the average interstitial velocity of the through-flow. Velocity measurements were made in riprap having median stone sizes D50 ranging from 1.02 in. (2.6 cm) to 6.2 in. (15.8 cm) on embankment slopes of 1–20%. A tracer solution injection and recording system was developed to estimate the through-flow velocities. The average interstitial velocities for 19 flume tests were measured and reported. A predictive relationship was developed in which the average interstitial velocity was a function of the embankment slope and rock size D10. Flow measurements varied ±40% about the average velocity.

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What this paper is about

Flume studies were conducted in which riprap-protected embankments were subjected to overtopping flows to determine the average interstitial velocity of the through-flow. Velocity measurements were made in riprap having median stone sizes D50 ranging from 1.02 in. (2.6 cm) to 6.2 in. (15.8 cm) on embankment slopes of 1–20%. A tracer solution injection and recording system was developed to estimate the through-flow velocities. The average interstitial velocities for 19 flume tests were measured and reported. A predictive relationship was developed in which the average interstitial velocity was a function of the embankment slope and rock size D10. Flow measurements varied ±40% about the average velocity.

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Available abstract

Flume studies were conducted in which riprap-protected embankments were subjected to overtopping flows to determine the average interstitial velocity of the through-flow. Velocity measurements were made in riprap having median stone sizes D50 ranging from 1.02 in. (2.6 cm) to 6.2 in. (15.8 cm) on embankment slopes of 1–20%. A tracer solution injection and recording system was developed to estimate the through-flow velocities. The average interstitial velocities for 19 flume tests were measured and reported. A predictive relationship was developed in which the average interstitial velocity was a function of the embankment slope and rock size D10. Flow measurements varied ±40% about the average velocity.

Key concepts: Riprap, Flume, Levee, Geotechnical engineering, Geology, Flow (mathematics), Flow velocity, Hydraulics

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