Research on Control of Pollution by Combined Sewer Overflows by Real-Time Control

Wada, Yasuhiko; Ozaki, Taira; Muraoka, Motoi

doi:10.2208/jscejg.62.201

Cited by 1 publication

(1 citation statement)

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“…We investigated the initial loss and the final infiltration capacities of roof surfaces, roadway surfaces, and pervious areas based on the procedures reported in previous studies [42][43][44][45][46][47][48][49][50][51][52][53][54] and adopted the outflow discharge values with the highest reproducibility at the overflow-opening point in the range between the lower and upper limits. …”

Section: Development Of the Rainfall Runoff Simulation Modelmentioning

confidence: 99%

Investigating the Influence of Various Stormwater Runoff Control Facilities on Runoff Control Efficiency in a Small Catchment Area

Itsukushima

Ogahara

Iwanaga³

et al. 2018

Sustainability

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Abstract:Urbanization causes an increase in the flood discharge because of the infiltration capacity. Furthermore, extreme precipitation events have been an increasing concern for many regions worldwide. This study aimed to investigate the influence of different outflow control facilities on runoff reduction in a small watershed. We focused on the soil-improvement technology and rainwater tanks as outflow control facilities and conducted a runoff calculation using a rainfall event of a magnitude that is likely to occur once in a hundred years. The calculation showed that the soil-improvement technology reduced runoff during long-term continuous rainfall, whereas in a concentrated short-term rainfall event, a significant difference in the runoff reduction effect between rainfall tanks of various volumes was observed. Since effective countermeasures for runoff reduction differ depending on the rainfall distribution pattern, we suggested both facilities for storing initial rainfall and initiating countermeasures for penetration improvement over the long term.

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