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LABORATORY TESTS OF EROSION DEPENDENCE ON PROPERTIES OF SOILS AND RAINFALL 1
Author(s) -
Liu Hu,
Cleveland Theodore G.,
Wang Keh
Publication year - 1999
Publication title -
jawra journal of the american water resources association
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.957
H-Index - 105
eISSN - 1752-1688
pISSN - 1093-474X
DOI - 10.1111/j.1752-1688.1999.tb05461.x
Subject(s) - flume , soil water , geotechnical engineering , erosion , soil loss , shear strength (soil) , compressive strength , environmental science , soil science , geology , intensity (physics) , materials science , geomorphology , mathematics , flow (mathematics) , geometry , physics , quantum mechanics , composite material
One hundred and sixty‐two rainfall‐induced soil erosion tests were conducted to assist in predicting soil loss and subsequent increase in total suspended solids leaving a highway construction site during a rainfall event. A rainfall simulator and a water flume were constructed for the tests. Soil shear strength, compressive strength, rainfall intensity, and soil bed slope were treated as variables during the experiments. The soil with a higher shear strength resisted soil erosion better than lower strength soils. Soil loss was nearly independent of shear strength at low rainfall intensity but at high intensities, the shear strength was more important in resisting soil loss. Lower soil loss can be expected for cohesive soils if the compressive strength is high.