Knowledge Resource Center for Ecological Environment in Arid Area
DOI | 10.3390/w11091865 |
WinSLAMM Simulation of Hydrologic Performance of Permeable Pavements-A Case Study in the Semi-Arid Lower Rio Grande Valley of South Texas, United States | |
Alam, Taufiqul1; Mahmoud, Ahmed2; Jones, Kim D.1; Bezares-Cruz, Juan Cesar1; Guerrero, Javier3 | |
通讯作者 | Bezares-Cruz, Juan Cesar |
来源期刊 | WATER
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EISSN | 2073-4441 |
出版年 | 2019 |
卷号 | 11期号:9 |
英文摘要 | This study used the Source Loading and Management Model for Windows (WinSLAMM) to develop a set of calibrated hydrologic models for three types of regional permeable pavements-porous concrete pavement (PCP), permeable interlocking concrete pavement (PICP), and interlocking block pavement with gravel (IBPG). The objective was to assess the hydrologic performance of permeable pavements, including the runoff depth, peak discharge, percentage increment in runoff reduction of pavements as a function of rainfall depth, development area, and base aggregate porosity, respectively. The permeable pavements were monitored over a wide range of rainfall events in the semi-arid Lower Rio Grande Valley of South Texas. Data regarding rainfall intensities, source characterizations, runoff coefficients, and pavement design were initialized as WinSLAMM input. Validation results showed that the calibrated models could over or under-predict runoff reduction within a 30% error range. PCP and IBPG were very effective and could be capable of handling storms as large as 50-year frequency over a 24-h time period. The modeling results showed that PCP might require a 50-60% lesser footprint area as compared to PICP and IBPG, respectively. Additionally, PCP might be able to store 30% additional runoff if the porosity of base aggregates was increased by 40%. |
英文关键词 | WinSLAMM permeable pavements porous concrete hydrologic performance semi-arid |
类型 | Article |
语种 | 英语 |
国家 | USA |
开放获取类型 | gold, Green Published |
收录类别 | SCI-E |
WOS记录号 | WOS:000488834400128 |
WOS关键词 | QUALITY PERFORMANCE ; STORMWATER QUANTITY ; RUNOFF ; UNCERTAINTY ; SYSTEMS ; DESIGN ; MODELS |
WOS类目 | Environmental Sciences ; Water Resources |
WOS研究方向 | Environmental Sciences & Ecology ; Water Resources |
资源类型 | 期刊论文 |
条目标识符 | http://119.78.100.177/qdio/handle/2XILL650/219257 |
作者单位 | 1.Texas A&M Univ, Dept Environm Engn, Kingsville, TX 78363 USA; 2.Univ Texas Rio Grande Valley, Dept Civil Engn, Edinburg, TX 78539 USA; 3.Res Appl Technology Educ & Serv Inc, Edinburg, TX 78540 USA |
推荐引用方式 GB/T 7714 | Alam, Taufiqul,Mahmoud, Ahmed,Jones, Kim D.,et al. WinSLAMM Simulation of Hydrologic Performance of Permeable Pavements-A Case Study in the Semi-Arid Lower Rio Grande Valley of South Texas, United States[J],2019,11(9). |
APA | Alam, Taufiqul,Mahmoud, Ahmed,Jones, Kim D.,Bezares-Cruz, Juan Cesar,&Guerrero, Javier.(2019).WinSLAMM Simulation of Hydrologic Performance of Permeable Pavements-A Case Study in the Semi-Arid Lower Rio Grande Valley of South Texas, United States.WATER,11(9). |
MLA | Alam, Taufiqul,et al."WinSLAMM Simulation of Hydrologic Performance of Permeable Pavements-A Case Study in the Semi-Arid Lower Rio Grande Valley of South Texas, United States".WATER 11.9(2019). |
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