Modified NRCS-CN-TUH methods for distributed rainfall-runoff modeling

Abstract

Due to the relative ease of application, the CN and the Triangular Unit Hydrograph (TUH) methods are commonly used in hydraulic facilities design. This work adapts these methods to incorporate the spatial variability of the physical characteristics of the catchment. The flow travel time (tv) is computed from the DEM and the CN and TUH methods are adapted to produce results on a pixel basis. This methodology is applied to the Cascata I catchment (Porto Alegre - RS), considering two variants: i) TUHout - tv calculated from each pixel up to the catchment outlet; ii) TUHdown - tv computed from one pixel to the immediate downstream. The proposed methodology showed potential to be used for hydrologic modeling of rainfall events in small catchments, as an alternative for providing information useful for urban drainage management, as the characterization of catchment areas with distinct behavior regarding velocities and potential for runoff generation. On the other side, the results showed an underestimation of peak discharges and time to peak. Initial abstraction losses of the CN method lower than the one originally prescribed provided more realistic results, in agreement to recent studies. There is the need for an improvement of the methodology for the characteristics of the Brazilian catchments besides the simple adaptation of the classical equations of the CN method to its distributed form.

The uncertainties of synthetic unit hydrographs applied for basins with different runoff generation processes

“…In this context, the rainfall excess calculation from CN, which is usually applied with SUH, increases deviations in peak flow. Additionally, the standard initial abstraction, fixed as 0.2 of the potential maximum retention, may not be representative for those watershed and other value could be fitted as proposed by Valle Junior et al ( 2019), Costa et al (2019), andDurán-Barroso et al (2017).…”