2022
DOI: 10.2166/wst.2022.180
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Risk and damage-based optimal design of storm sewer networks using rational and fully dynamic methods, a case study (Tehran region 2)

Abstract: In this study, the risk analysis is used to determine the return period in which the design cost plus the damage risk cost is minimum. The damages include the roads and traffics, the lawn areas, and the residential and commercial buildings. The traffic damages are based on two factors, time of delay and social negative impacts. The non-linear reservoir model is used to convert the rainfall into runoff and the dynamic wave model is utilized to perform the network hydraulic simulation in SWMM software. This mode… Show more

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Cited by 2 publications
(1 citation statement)
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“…For a return period of 50 years, the micro-watershed presents a maximum flow equal to 4.30 m 3 /s (Table 8). The rational method allowed for estimating the average flow of the micro-watersheds with areas smaller than 139 Ha, which according to [70] the application of this method is ideal for watersheds smaller than 25 Km 2 (2500 Ha), demonstrated its efficiency in different studies [71][72][73].…”
Section: Hydrological Studymentioning
confidence: 99%
“…For a return period of 50 years, the micro-watershed presents a maximum flow equal to 4.30 m 3 /s (Table 8). The rational method allowed for estimating the average flow of the micro-watersheds with areas smaller than 139 Ha, which according to [70] the application of this method is ideal for watersheds smaller than 25 Km 2 (2500 Ha), demonstrated its efficiency in different studies [71][72][73].…”
Section: Hydrological Studymentioning
confidence: 99%