题名: |
Hydraulic Capacity of an American Disabilities Act (ADA) Compliant Street Drain Grate. |
作者: |
Lottes, S. A.; Bojanowski, C. |
关键词: |
Hydraulic analysis, American Disabilities Act (ADA), Street Drain Grate, Minnesota, ADA drain grate, Compliants, Catch basin grates, Requirements analysis, Transportation, Argonne National Laborotory(ANL), Minnesota Department of Transportation (MnDOT) |
摘要: |
Resurfacing of urban roads with concurrent repairs and replacement of sections of curb and sidewalk may require pedestrian ramps that are compliant with the American Disabilities Act (ADA), and when street drains are in close proximity to the walkway, ADA compliant street grates may also be required. The Minnesota Department of Transportation ADA Operations Unit identified a foundry with an available grate that meets ADA requirements. Argonne National Laboratory’s Transportation Research and Analysis Computing Center used full scale three dimensional computational fluid dynamics to determine the performance of the ADA compliant grate and compared it to that of a standard vane grate. Analysis of a parametric set of cases was carried out, including variation in longitudinal, gutter, and cross street slopes and the water spread from the curb. The performance of the grates was characterized by the fraction of the total volume flow approaching the grate from the upstream that was captured by the grate and diverted into the catch basin. The fraction of the total flow entering over the grate from the side and the fraction of flow directly over a grate diverted into the catch basin were also quantities of interest that aid in understanding the differences in performance of the grates. The ADA compliant grate performance lagged that of the vane grate, increasingly so as upstream Reynolds number increased. The major factor leading to the performance difference between the two grates was the fraction of flow directly over the grates that is captured by the grates. |
报告类型: |
科技报告 |