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contributor authorRobert Pitt
contributor authorShen-En Chen
contributor authorShirley E. Clark
contributor authorJanice Swenson
contributor authorChoo Keong Ong
date accessioned2017-05-08T20:50:11Z
date available2017-05-08T20:50:11Z
date copyrightOctober 2008
date issued2008
identifier other%28asce%290733-9437%282008%29134%3A5%28652%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28702
description abstractSoil infiltration is a critical component of most urban runoff models. However, it has been well documented that, during urbanization, soils are greatly modified, especially in relation to soil density. Increased soil compaction results in soils that do not behave in a manner predicted by traditional infiltration models. Laboratory and field tests were conducted to investigate detailed infiltration behavior of disturbed urban soils for a variety of soil textures and levels of compaction. The results from traditional permeability tests on several soil groups showed that, as expected, the degree of compaction greatly affected the steady-state infiltration rate. The field tests highlighted the importance of compaction on the infiltration rate of sandy soils, with minimal effect seen from antecedent moisture conditions. For the clayey soils, however, both the compaction level and antecedent moisture conditions were important in determining the steady-state infiltration rate.
publisherAmerican Society of Civil Engineers
titleCompaction’s Impacts on Urban Storm-Water Infiltration
typeJournal Paper
journal volume134
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2008)134:5(652)
treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 005
contenttypeFulltext


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