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투수성 포장재의 우수 표면유출 저감 효과The Effect of Pervious Pavement on Reducing the Surface Runoff

Other Titles
The Effect of Pervious Pavement on Reducing the Surface Runoff
Authors
이춘석류남형한승호
Issue Date
2008
Publisher
한국환경복원기술학회
Keywords
Urban Surface; Rain Water Management; Pervious Pavement; Surface Runoff
Citation
한국환경복원기술학회지, v.11, no.6, pp 26 - 37
Pages
12
Indexed
KCI
Journal Title
한국환경복원기술학회지
Volume
11
Number
6
Start Page
26
End Page
37
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/27546
ISSN
1229-3032
2733-5011
Abstract
The purpose of the study was to evaluate the effect of pervious pavements on reducing the surface runoff caused by rainfall. The surface runoff from twelve steel experimental beds with different pavement had been recorded every minute from May to September 2008, by the measuring system of tipping buckets(0.1mm/count) and data aquisition systems(National Instrument's Labview and DAQ boards & Autonics PR12-4). The dimension of the experimental bed was 1.5m(W)×2.0m(L)×0.6m(D) and eleven different kinds of vegetational(grass, grass+cubic stone, grass+hole brick), modular(brick, cubic stone, small cubic stone, wood block, interlocking block, clay brick, granular clay brick) and granular(naked soil, gravel) paving materials and concrete were applied for the comparison. Six rain events with depth over 30㎜ were selected and compared. The maximum depth of the rainfall selected was 137.5㎜ for 28 hours, and the minimum 30㎜ for 5 hours. The maximum rainfall per hour was 23㎜/hr and the minimum 11.4㎜/hr. The major findings were as follows; 1. All pervious pavement applied reduced over 75% of the surface runoff compared with concrete pavement. The grassy and porous pavements were relatively efficient in reducing surface runoff. 2. The grass was the more efficient as intercepting average 69.5㎜ of initial surface runoff, and maximum 77.8㎜ at the condition of 13.5㎜/hr rainfall. The next was gravel intercepting maximum 65.5㎜ at the condition of 13.5㎜/hr and the 40.9㎜ at 19.1㎜/hr, average 55.7㎜. 3. The modular pavements common in urban area were not good in intercepting the runoff except the ‘clay granular brick’ compared with others. The ‘clay granular brick’ showed relatively efficient intercepting average 14.1㎜, which was the bigger amount than the ‘grass+hole brick’. 4. The ‘naked soil’ were more effective than the ‘concrete', ‘brick’, and ‘interlocking block’ in reducing the surface runoff, but less efficient than other materials. The capacity of the ‘naked soil’ to intercept the initial rainfall was similar to the ‘brick’. As summary, the more grassy and porous pavement shows more effective in reducing surface runoffs.
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건설환경공과대학 > Dept. of Landscape Architecture > Journal Articles

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건설환경공과대학 (조경학과)
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