Compaction and Water Velocity Effects on Soil Erosion in Shallow Flow
A laboratory investigation was conducted to study the effects of soil compaction and soil strength on the erodibility of a silty sand soil. A 6.1-m-long flume was designed and constructed to measure erosion. Erosion rates were determined at four soil bulk densities ranging from 1.28 to 1.52 Mg m 3 ,...
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Published in | Journal of irrigation and drainage engineering Vol. 121; no. 2; pp. 170 - 178 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Reston, VA
American Society of Civil Engineers
01.03.1995
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Subjects | |
Online Access | Get full text |
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Summary: | A laboratory investigation was conducted to study the effects of soil compaction and soil strength on the erodibility of a silty sand soil. A 6.1-m-long flume was designed and constructed to measure erosion. Erosion rates were determined at four soil bulk densities ranging from 1.28 to 1.52 Mg m 3
, eight shallow-flow depths ranging from 5.5 to 17.5 mm, three slopes ranging from 0.005 to 0.03 m m, and eight flow rates ranging from 0.11 to 0.48 m 3
(ms˙min). Soil shear strengths were measured using a Swedish fall-cone penetrometer. Erosion rates increased when soil air was entrapped and not allowed to escape into the atmosphere. Water velocity profiles over eroding soils were measured using a computerized pitot tube and pressure transducer apparatus. Velocity near the soil bed increased with greater bulk density. As a result, erosion rates increased as bulk density became larger. |
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Bibliography: | P33 P36 9544071 ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 0733-9437 1943-4774 |
DOI: | 10.1061/(ASCE)0733-9437(1995)121:2(170) |