Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure

The self-designed indoor simulated rainfall device was used to rain on five types of pavement structures with 4 types of rainfall intensity (2.5 mm/min, 3.4 mm/min, 4.6 mm/min, and 5.5 mm/min). The effect of rainfall intensity on the surface runoff, the relation between the subgrade soil moisture co...

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Main Authors: Lijun Hou, Yuan Wang, Fengchun Shen, Ming Lei, Xiang Wang, Xiaochong Zhao, Shuling Gao, Abdullah Alhaj
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8836643
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spelling doaj-b48486c28fe74fbf82e099163f13d9b22020-11-25T02:35:49ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88366438836643Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement StructureLijun Hou0Yuan Wang1Fengchun Shen2Ming Lei3Xiang Wang4Xiaochong Zhao5Shuling Gao6Abdullah Alhaj7Power China Roadbridge Group Co., Ltd., Beijing 100048, ChinaPower China Roadbridge Group Co., Ltd., Beijing 100048, ChinaPower China Roadbridge Group Co., Ltd., Beijing 100048, ChinaPower China Roadbridge Group Co., Ltd., Beijing 100048, ChinaPower China Roadbridge Group Co., Ltd., Beijing 100048, ChinaSchool of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, ChinaSchool of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, ChinaDepartment of Geosciences and Geological and Petroleum Engineering, Missouri University of Science and Technology, Rolla, MO 65409, USAThe self-designed indoor simulated rainfall device was used to rain on five types of pavement structures with 4 types of rainfall intensity (2.5 mm/min, 3.4 mm/min, 4.6 mm/min, and 5.5 mm/min). The effect of rainfall intensity on the surface runoff, the relation between the subgrade soil moisture content changes, and the influence of initial soil water content on rain infiltration rate are studied. The test results show that the surface runoff coefficient of densely asphalted pavement is greater than 90% in drainage pavements and it has little influence on the reducing and hysteresis of the flood peak. The surface runoff coefficient of large-void asphalt pavement (permeable) is less than 40%. Although the large-void asphalt pavement (permeable) can reduce a small amount of surface runoff, it has no obvious effect on the reduction and hysteresis of the flood peak. In semipermeable pavement, with the increasing of the thickness of base (graded gravel), the surface runoff coefficient decreases at different rainfall intensities, parts of the surface runoff are reduced, and the arrival of flood peaks is delayed. In permeable roads, almost no surface runoff occurred. As time continued, the soil moisture content quickly reached a saturated state and presented a stable infiltration situation under the action of gravity and the gradient of soil water suction. As the initial moisture content increases, the initial infiltration rate decreases and the time to reach a stable infiltration rate becomes shorter. The drier the soil, the greater the initial infiltration rate and the higher the soil moisture content after infiltration stabilization. Permeable roads can greatly alleviate the pressure of urban drainage and reduce the risk of storms and floods.http://dx.doi.org/10.1155/2020/8836643
collection DOAJ
language English
format Article
sources DOAJ
author Lijun Hou
Yuan Wang
Fengchun Shen
Ming Lei
Xiang Wang
Xiaochong Zhao
Shuling Gao
Abdullah Alhaj
spellingShingle Lijun Hou
Yuan Wang
Fengchun Shen
Ming Lei
Xiang Wang
Xiaochong Zhao
Shuling Gao
Abdullah Alhaj
Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure
Advances in Civil Engineering
author_facet Lijun Hou
Yuan Wang
Fengchun Shen
Ming Lei
Xiang Wang
Xiaochong Zhao
Shuling Gao
Abdullah Alhaj
author_sort Lijun Hou
title Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure
title_short Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure
title_full Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure
title_fullStr Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure
title_full_unstemmed Study on Variation of Surface Runoff and Soil Moisture Content in the Subgrade of Permeable Pavement Structure
title_sort study on variation of surface runoff and soil moisture content in the subgrade of permeable pavement structure
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2020-01-01
description The self-designed indoor simulated rainfall device was used to rain on five types of pavement structures with 4 types of rainfall intensity (2.5 mm/min, 3.4 mm/min, 4.6 mm/min, and 5.5 mm/min). The effect of rainfall intensity on the surface runoff, the relation between the subgrade soil moisture content changes, and the influence of initial soil water content on rain infiltration rate are studied. The test results show that the surface runoff coefficient of densely asphalted pavement is greater than 90% in drainage pavements and it has little influence on the reducing and hysteresis of the flood peak. The surface runoff coefficient of large-void asphalt pavement (permeable) is less than 40%. Although the large-void asphalt pavement (permeable) can reduce a small amount of surface runoff, it has no obvious effect on the reduction and hysteresis of the flood peak. In semipermeable pavement, with the increasing of the thickness of base (graded gravel), the surface runoff coefficient decreases at different rainfall intensities, parts of the surface runoff are reduced, and the arrival of flood peaks is delayed. In permeable roads, almost no surface runoff occurred. As time continued, the soil moisture content quickly reached a saturated state and presented a stable infiltration situation under the action of gravity and the gradient of soil water suction. As the initial moisture content increases, the initial infiltration rate decreases and the time to reach a stable infiltration rate becomes shorter. The drier the soil, the greater the initial infiltration rate and the higher the soil moisture content after infiltration stabilization. Permeable roads can greatly alleviate the pressure of urban drainage and reduce the risk of storms and floods.
url http://dx.doi.org/10.1155/2020/8836643
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