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Álvaro José Back,Maria Laura Guimarães Rodrigues
Temporal rainfall distribution is an important information for the preparation of the design hyetograph, directly influencing peak flow. This study analyzes the temporal rainfall distribution of Florianópolis city. We used rainfall data from 1986 to 2012...
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Anqi Wang, Ningling Qu, Yuanfang Chen, Qi Li and Shenghua Gu
Rainfall with varied temporal distribution is an essential input to urban flood models. In this study, a 60-min design rainstorm with different return periods for the urban area of Yangpu District, Shanghai, China was derived. The design of areal rainfal...
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Davide Luciano De Luca, Daniela Biondi
Pág. 1 - 13
This study focuses on the return period evaluation for design hyetographs, which is usually estimated by adopting a univariate statistical approach. Joint Return Period (JRP) and copula-based multivariate analysis are used in this work to better define T...
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Davide Luciano De Luca and Daniela Biondi
This study focuses on the return period evaluation for design hyetographs, which is usually estimated by adopting a univariate statistical approach. Joint Return Period (JRP) and copula-based multivariate analysis are used in this work to better define T...
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Cuilin Pan, Xianwei Wang, Lin Liu, Huabing Huang and Dashan Wang
The storm hyetograph is critical in drainage design since it determines the peak flooding volume in a catchment and the corresponding drainage capacity demand for a return period. This study firstly compares the common design storms such as the Chicago, ...
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Nobuaki Kimura, Akira Tai, Shen Chiang, Hsiao-Ping Wei, Yuan-Fong Su, Chao-Tzuen Cheng and Akio Kitoh
To understand the characteristics of severe floods under global climate change, we created a design hyetograph for a 100-year return period. This incorporates a modified ranking method using the top 10 extreme rainfall events for present, near-future, an...
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Jeonghwan Ahn, Woncheol Cho, Taereem Kim, Hongjoon Shin and Jun-Haeng Heo
The proper assessment of design flood is a major concern for many hydrological applications in small urban watersheds. A number of approaches can be used including statistical approach and the continuous simulation and design storm methods. However, each...
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