Estimating design floods in ungauged watersheds through regressive adjustment of flood quantiles from the design rainfall - runoff analysis method

2020 ◽  
Vol 20 (6) ◽  
pp. 407-420
Author(s):  
Eunsaem Cho ◽  
Chulsang Yoo

In this study, a rainfall runoff process analysis method considering the effect of high-rise buildings was proposed. The proposed method was applied to the Yeoksam urban basin in Seoul. For rainfall-runoff analysis, a shot noise process based model was used to independently analyze the runoff from the wall and roof of a high-rise building. Thus, the Yeoksam urban basin was divided into 155 sub-basins for analysis. It was observed that the peak runoff increased by 22.0% in the 9-2 sub-basin. However, in a sub-basin in which the peak runoff increased by 10.0% or more due to high-rise buildings, there was no case where the increase rate of peak runoff was maintained greater than 5.0% until the next sub-basin outlet. Finally, by deriving the runoff hydrograph for the entire Yeoksam urban basin, it was observed that there was no significant difference in rainfall-runoff process, regardless of whether the building was considered. Therefore, it was concluded that the phenomenon of increase in peak runoff due to high-rise buildings occurs only in sub-basin units.


2006 ◽  
Vol 10 (2) ◽  
pp. 233-243 ◽  
Author(s):  
E. Gaume

Abstract. This paper presents some analytical results and numerical illustrations on the asymptotic properties of flood peak distributions obtained through derived flood frequency approaches. It confirms and extends the results of previous works: i.e. the shape of the flood peak distributions are asymptotically controlled by the rainfall statistical properties, given limited and reasonable assumptions concerning the rainfall-runoff process. This result is partial so far: the impact of the rainfall spatial heterogeneity has not been studied for instance. From a practical point of view, it provides a general framework for analysis of the outcomes of previous works based on derived flood frequency approaches and leads to some proposals for the estimation of very large return-period flood quantiles. This paper, focussed on asymptotic distribution properties, does not propose any new approach for the extrapolation of flood frequency distribution to estimate intermediate return period flood quantiles. Nevertheless, the large distance between frequent flood peak values and the asymptotic values as well as the simulations conducted in this paper help quantifying the ill condition of the problem of flood frequency distribution extrapolation: it illustrates how large the range of possibilities for the shapes of flood peak distributions is.


2010 ◽  
Vol 19 (1) ◽  
pp. 115-124 ◽  
Author(s):  
Young-Kee Park ◽  
Jeung-Seok Lee ◽  
Jeong-Gyu Park

Water ◽  
2020 ◽  
Vol 12 (6) ◽  
pp. 1556 ◽  
Author(s):  
Daeeop Lee ◽  
Giha Lee ◽  
Seongwon Kim ◽  
Sungho Jung

In establishing adequate climate change policies regarding water resource development and management, the most essential step is performing a rainfall-runoff analysis. To this end, although several physical models have been developed and tested in many studies, they require a complex grid-based parameterization that uses climate, topography, land-use, and geology data to simulate spatiotemporal runoff. Furthermore, physical rainfall-runoff models also suffer from uncertainty originating from insufficient data quality and quantity, unreliable parameters, and imperfect model structures. As an alternative, this study proposes a rainfall-runoff analysis system for the Kratie station on the Mekong River mainstream using the long short-term memory (LSTM) model, a data-based black-box method. Future runoff variations were simulated by applying a climate change scenario. To assess the applicability of the LSTM model, its result was compared with a runoff analysis using the Soil and Water Assessment Tool (SWAT) model. The following steps (dataset periods in parentheses) were carried out within the SWAT approach: parameter correction (2000–2005), verification (2006–2007), and prediction (2008–2100), while the LSTM model went through the process of training (1980–2005), verification (2006–2007), and prediction (2008–2100). Globally available data were fed into the algorithms, with the exception of the observed discharge and temperature data, which could not be acquired. The bias-corrected Representative Concentration Pathways (RCPs) 4.5 and 8.5 climate change scenarios were used to predict future runoff. When the reproducibility at the Kratie station for the verification period of the two models (2006–2007) was evaluated, the SWAT model showed a Nash–Sutcliffe efficiency (NSE) value of 0.84, while the LSTM model showed a higher accuracy, NSE = 0.99. The trend analysis result of the runoff prediction for the Kratie station over the 2008–2100 period did not show a statistically significant trend for neither scenario nor model. However, both models found that the annual mean flow rate in the RCP 8.5 scenario showed greater variability than in the RCP 4.5 scenario. These findings confirm that the LSTM runoff prediction presents a higher reproducibility than that of the SWAT model in simulating runoff variation according to time-series changes. Therefore, the LSTM model, which derives relatively accurate results with a small amount of data, is an effective approach to large-scale hydrologic modeling when only runoff time-series are available.


2005 ◽  
Vol 49 ◽  
pp. 169-174 ◽  
Author(s):  
Shuichi KURE ◽  
Tadashi YAMADA ◽  
Hideo KIKKAWA

1996 ◽  
Vol 175 (1-4) ◽  
pp. 511-532 ◽  
Author(s):  
M. Franchini ◽  
K.R. Helmlinger ◽  
E. Foufoula-Georgiou ◽  
E. Todini

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