Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System
Storm water detention devices collect runoff from impermeable catchments. They provide flow attenuation as well as storage capacity, and rely on natural self-purification processes such as sedimentation, filtration and microbial degradation. The aim was to assess the performance of an experimental c...
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| Veröffentlicht in: | Water, air, and soil pollution air, and soil pollution, 2009-03, Vol.198 (1-4), p.55-64 |
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| creator | Scholz, Miklas Kazemi Yazdi, Sara |
| description | Storm water detention devices collect runoff from impermeable catchments. They provide flow attenuation as well as storage capacity, and rely on natural self-purification processes such as sedimentation, filtration and microbial degradation. The aim was to assess the performance of an experimental combined planted gravel filter, storm water detention and infiltration tank system treating runoff from a car park and its access road. Flows were modeled with the US EPA Storm Water Management Model. An overall water balance of the system was compiled, demonstrating that 50% of the rainfall volume escaped the system as evaporation, whereas, of the remaining 50%, approximately two thirds were infiltrated and one third was discharged into the sewer system. These findings illustrated the importance of evaporation in source control, and showed that infiltration can be applied successfully even on man-made urban soils with low permeability. The assessment of the system's hydrological efficiency indicated mean lag times of 1.84 and 10.6 h for the gravel filter and the entire system, respectively. Mean flow volume reductions of 70% and mean peak flow reductions of 90% were achieved compared to conventional drainage. The assessment of the pollutant removal efficiency resulted in promising removal efficiencies for biochemical oxygen demand (77%), suspended solids (83%), nitrate-nitrogen (32%) and ortho-phosphate-phosphorus (47%). The most important removal processes were identified as biological degradation (predominantly within the gravel ditch), sedimentation and infiltration. |
| doi_str_mv | 10.1007/s11270-008-9825-6 |
| format | Article |
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They provide flow attenuation as well as storage capacity, and rely on natural self-purification processes such as sedimentation, filtration and microbial degradation. The aim was to assess the performance of an experimental combined planted gravel filter, storm water detention and infiltration tank system treating runoff from a car park and its access road. Flows were modeled with the US EPA Storm Water Management Model. An overall water balance of the system was compiled, demonstrating that 50% of the rainfall volume escaped the system as evaporation, whereas, of the remaining 50%, approximately two thirds were infiltrated and one third was discharged into the sewer system. These findings illustrated the importance of evaporation in source control, and showed that infiltration can be applied successfully even on man-made urban soils with low permeability. The assessment of the system's hydrological efficiency indicated mean lag times of 1.84 and 10.6 h for the gravel filter and the entire system, respectively. Mean flow volume reductions of 70% and mean peak flow reductions of 90% were achieved compared to conventional drainage. The assessment of the pollutant removal efficiency resulted in promising removal efficiencies for biochemical oxygen demand (77%), suspended solids (83%), nitrate-nitrogen (32%) and ortho-phosphate-phosphorus (47%). 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They provide flow attenuation as well as storage capacity, and rely on natural self-purification processes such as sedimentation, filtration and microbial degradation. The aim was to assess the performance of an experimental combined planted gravel filter, storm water detention and infiltration tank system treating runoff from a car park and its access road. Flows were modeled with the US EPA Storm Water Management Model. An overall water balance of the system was compiled, demonstrating that 50% of the rainfall volume escaped the system as evaporation, whereas, of the remaining 50%, approximately two thirds were infiltrated and one third was discharged into the sewer system. These findings illustrated the importance of evaporation in source control, and showed that infiltration can be applied successfully even on man-made urban soils with low permeability. The assessment of the system's hydrological efficiency indicated mean lag times of 1.84 and 10.6 h for the gravel filter and the entire system, respectively. Mean flow volume reductions of 70% and mean peak flow reductions of 90% were achieved compared to conventional drainage. The assessment of the pollutant removal efficiency resulted in promising removal efficiencies for biochemical oxygen demand (77%), suspended solids (83%), nitrate-nitrogen (32%) and ortho-phosphate-phosphorus (47%). The most important removal processes were identified as biological degradation (predominantly within the gravel ditch), sedimentation and infiltration.</description><subject>Aesthetics</subject><subject>Applied sciences</subject><subject>Atmospheric Protection/Air Quality Control/Air Pollution</subject><subject>Biochemical oxygen demand</subject><subject>Biodegradation</subject><subject>biofiltration</subject><subject>Climate Change/Climate Change Impacts</subject><subject>Councils</subject><subject>Design</subject><subject>Drainage</subject><subject>Earth and Environmental Science</subject><subject>Environment</subject><subject>Environmental monitoring</subject><subject>Evaporation</subject><subject>Exact sciences and technology</subject><subject>Grain size</subject><subject>Gravel</subject><subject>Hydrogeology</subject><subject>Infiltration</subject><subject>infiltration (hydrology)</subject><subject>Microbial degradation</subject><subject>Performance 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The assessment of the system's hydrological efficiency indicated mean lag times of 1.84 and 10.6 h for the gravel filter and the entire system, respectively. Mean flow volume reductions of 70% and mean peak flow reductions of 90% were achieved compared to conventional drainage. The assessment of the pollutant removal efficiency resulted in promising removal efficiencies for biochemical oxygen demand (77%), suspended solids (83%), nitrate-nitrogen (32%) and ortho-phosphate-phosphorus (47%). The most important removal processes were identified as biological degradation (predominantly within the gravel ditch), sedimentation and infiltration.</abstract><cop>Dordrecht</cop><pub>Dordrecht : Springer Netherlands</pub><doi>10.1007/s11270-008-9825-6</doi><tpages>10</tpages></addata></record> |
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| issn | 0049-6979 1573-2932 |
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| subjects | Aesthetics Applied sciences Atmospheric Protection/Air Quality Control/Air Pollution Biochemical oxygen demand Biodegradation biofiltration Climate Change/Climate Change Impacts Councils Design Drainage Earth and Environmental Science Environment Environmental monitoring Evaporation Exact sciences and technology Grain size Gravel Hydrogeology Infiltration infiltration (hydrology) Microbial degradation Performance assessment Pollutant removal Pollutants Pollution pollution control Rain roads Roads & highways Runoff Sedimentation Sedimentation & deposition Self-purification Sewer systems Soil Science & Conservation Storage capacity Storm runoff Storms Stormwater Stormwater management Studies Surface runoff Suspended solids Water balance Water management water pollution Water quality Water Quality/Water Pollution Water treatment |
| title | Treatment of Road Runoff by a Combined Storm Water Treatment, Detention and Infiltration System |
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