Calibration and validation of DRAINMOD to predict long-term permeable pavement hydrology

被引:2
作者
Braswell, Alessandra S. [1 ]
Winston, Ryan J. [2 ,3 ]
Dorsey, Jay D. [4 ]
Youssef, Mohamed A. [5 ]
Hunt, William F. [5 ]
机构
[1] Geosyntec Consultants, 314 Walnut St,Suite 200, Wilmington, NC 28401 USA
[2] Ohio State Univ, Dept Food Agr & Biol Engn, 590 Woody Hayes Dr, Columbus, OH 43221 USA
[3] Ohio State Univ, Dept Civil Environm & Geodet Engn, 590 Woody Hayes Dr, Columbus, OH 43221 USA
[4] Ohio State Univ, Dept Food Agr & Biol Engn, 590 Woody Hayes Dr, Columbus, OH 43221 USA
[5] North Carolina State Univ, Dept Biol & Agr Engn, Campus Box 7625, Raleigh, NC 27695 USA
关键词
Pervious pavement; Porous pavement; Low impact development; Long-term model; Continuous simulation; Modeling; NORTH-CAROLINA; INFILTRATION-RATE; FIELD-EVALUATION; WATER-QUALITY; RUNOFF; PERFORMANCE; REDUCTION; ASPHALT; MODEL;
D O I
10.1016/j.jhydrol.2024.131373
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The hydrologic performance of permeable pavement varies widely due to underlying soil type, drainage configuration, contributing drainage area, surface infiltration rate, and aggregate depth. A long-term hydrologic model is needed to better understand the influence of these design variables on surface runoff, drainage, exfiltration, and evaporation from permeable pavement systems. Most permeable pavement models have not been calibrated with field monitored data, are usually unable to accurately model internal water storage (IWS) zones, and do not account for evaporation from the aggregate profile. Because permeable pavement employs drainage and exfiltration as primary hydrologic mechanisms, it was hypothesized that DRAINMOD, a model shown to accurately simulate bioretention hydrology, could be calibrated to predict the hydrologic response from permeable pavements. Hydrologic data were collected from two permeable pavement applications in North Carolina (Boone and Durham) and two permeable pavement applications in Ohio (Perkins Township and Willoughby Hills) to calibrate and test the model. The specific permeable pavements applications varied widely in aggregate depth, drainage configuration, underlying soil type, and contributing drainage area. Nash-Sutcliffe Efficiencies for drainage ranged from 0.77 to 0.95 during calibration and validation of all sites. Nash-Sutcliffe Efficiencies for exfiltration/evaporation ranged from 0.55 to 0.97 for Boone and Perkins Township, but prediction of exfiltration/evaporation volumes on an event basis was poor for the remaining two sites due to low exfiltration rates (less than 0.20 mm/hr). Despite this, the cumulative volume of exfiltration/evaporation was predicted to within 1 - 9 % of what was measured during monitoring. Modeled and monitored surface runoff from the Willoughby Hills application (8 % of the water balance) was equivalent. The model predicted the percentage of drainage, surface runoff, and exfiltration/evaporation to within 2 % of what was monitored/estimated at each site, suggesting long-term modeling of permeable pavement hydrology with DRAINMOD is viable.
引用
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页数:13
相关论文
共 75 条
[1]  
[Anonymous], SEEP/W Computer software
[2]  
[Anonymous], 2009, EPA 841-B-09-001
[3]  
[Anonymous], 2015, ANN CLIMATOLOGICAL S
[4]  
[Anonymous], 2004, Hydrology National Engineering Handbook Chapter 10 Estimation of Direct Runoff from Storm Rainfall
[5]  
ASTM (American Society for Testing and Materials), 2021, C1781/C1781M-21
[6]  
ASTM (American Society for Testing and Materials), 2023, ASTM C1701/C1701M-17a
[7]  
AWS (Abertay Waste Solutions), 1998, Erwin user guide version 3.0
[8]   Field survey of permeable pavement surface infiltration rates [J].
Bean, Eban Z. ;
Hunt, William F. ;
Bidelspach, David A. .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2007, 133 (03) :249-255
[9]   Evaluation of four permeable pavement sites in eastern North Carolina for runoff reduction and water quality impacts [J].
Bean, Eban Zachary ;
Hunt, William Frederick ;
Bidelspach, David Alan .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2007, 133 (06) :583-592
[10]   Field evaluation of permeable pavement systems for improved stormwater management [J].
Booth, DB ;
Leavitt, J .
JOURNAL OF THE AMERICAN PLANNING ASSOCIATION, 1999, 65 (03) :314-325