2014
DOI: 10.1016/j.ecoleng.2014.07.049
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A closed urban scenic river system using stormwater treated with LID-BMP technology in a revitalized historical district in China

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Cited by 48 publications
(19 citation statements)
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“…where i(t a ) and i(t b ) are the storm intensity (mm/min) after and before the peak time point respectively; the parameter r refers to the time-to-peak factor. According to previous studies [37,38], this value ranges from 0-1 of the storm duration, and a reasonable range for r is 0.3-0.5. Short of any other information available, a value of 0.5 was chosen in this study.…”
Section: Study Sitementioning
confidence: 73%
“…where i(t a ) and i(t b ) are the storm intensity (mm/min) after and before the peak time point respectively; the parameter r refers to the time-to-peak factor. According to previous studies [37,38], this value ranges from 0-1 of the storm duration, and a reasonable range for r is 0.3-0.5. Short of any other information available, a value of 0.5 was chosen in this study.…”
Section: Study Sitementioning
confidence: 73%
“…Chicago hyetograph method (Keifer and Chu, 1957) was used for rainstorm design (Qin et al, 2013). The ratio of time to peak point r was set as 0.4 (Jia et al, 2014;Silveira, 2016). Four return periods (2-, 10-, 50-and 100-year) and three rainfall durations (2-4-and 6-hour) were considered.…”
Section: Designed Rainstormsmentioning
confidence: 99%
“…Considering increased water demand along with water shortage, surface runoff can be managed to be used for recreational and outdoor water uses sometimes after partial purification (Jia et al, 2014). Therefore, runoff quality and quantity control and management in urban areas are of great importance.…”
Section: Introductionmentioning
confidence: 99%