COMPACTION AND WATER VELOCITY EFFECTS ON SOIL-EROSION IN SHALLOW FLOW

被引:40
|
作者
PARKER, DB [1 ]
MICHEL, TG [1 ]
SMITH, JL [1 ]
机构
[1] UNIV WYOMING, DEPT CIVIL & ARCHITECTURAL ENGN, LARAMIE, WY 82071 USA
关键词
D O I
10.1061/(ASCE)0733-9437(1995)121:2(170)
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
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)/(m . 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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页码:170 / 178
页数:9
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