Abstract

River flood routing is one of the key components of hydrologic modeling and the topographic heterogeneity of rivers has great effects on it. It is beneficial to take into consideration such spatial heterogeneity, especially for hydrologic routing models. The discrete generalized Nash model (DGNM) based on the Nash cascade model has the potential to address spatial heterogeneity by replacing the equal linear reservoirs into unequal ones. However, it seems impossible to obtain the solution of this complex high order differential equation directly. Alternatively, the strict mathematical derivation is combined with the deeper conceptual interpretation of the DGNM to obtain the heterogeneous DGNM (HDGNM). In this work, the HDGNM is explicitly expressed as a linear combination of the inflows and outflows, whose weight coefficients are calculated by the heterogeneous S curve. Parameters in HDGNM can be obtained in two different ways: optimization by intelligent algorithm or estimation based on physical characteristics, thus available to perform well in both gauged and ungauged basins. The HDGNM expands the application scope, and becomes more applicable, especially in river reaches where the river slopes and cross-sections change greatly. Moreover, most traditional routing models are lumped, whereas the HDGNM can be developed to be semidistributed. The middle Hanjiang River in China is selected as a case study to test the model performance. The results show that the HDGNM outperforms the DGNM in terms of model efficiency and smaller relative errors and can be used also for ungauged basins.

Highlights

  • River flood routing is an important aspect in floodplain management, which was a subject of active research for many years

  • To test the applicability of the heterogeneous DGNM (HDGNM), the river reach between gauging stations Huangjiagang and Xiangyang in the Hanjiang River of China is selected as a case study

  • The results show that the discrete generalized Nash model (DGNM) can provide comparable or even better results, the DGNM was selected as a performance benchmark

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Summary

Introduction

River flood routing is an important aspect in floodplain management, which was a subject of active research for many years. The Muskingum and Muskingum-Cunge methods attracted extensive attention since they were proposed, and they were constantly improved and innovated in subsequent studies in some aspects, including parameter optimization and method application [8,9] Another widely used hydrologic method for flood routing is instantaneous unit hydrograph (IUH) [5,10,11]. Zero initial conditions represent that the linear reservoirs in the Nash cascade model are empty at the initial time, or equivalently the initial river storages are empty when IUH is applied in river flow routing, which does not match the fact. The storage capacity of a basin is affected by geographical features, exhibits spatial heterogeneity, and affects the flow routing process. With consideration of the spatial heterogeneity in the storage routing, HIUH is especially applicable to basins with large topographic changes

Conceptual Interpretation of the DGNM
Parameter Estimation Method
Application
Results and Discussion
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