Abstract

Rainfall runoff modeling has been a subject of interest for decades due to a need to understand a catchment system for management, for example regarding extreme event occurrences such as flooding. Tropical catchments are particularly prone to the hazards of extreme precipitation and the internal drivers of change in the system, such as deforestation and land use change. A model framework of dynamic TOPMODEL, DECIPHeR v1—considering the flexibility, modularity, and portability—and Generalized Likelihood Uncertainty Estimation (GLUE) method are both used in this study. They reveal model performance for the streamflow simulation in a tropical catchment, i.e., the Kelantan River in Malaysia, that is prone to flooding and experiences high rates of land use change. Thirty-two years’ continuous simulation at a daily time scale simulation along with uncertainty analysis resulted in a Nash Sutcliffe Efficiency (NSE) score of 0.42 from the highest ranked parameter set, while 25.35% of the measurement falls within the uncertainty boundary based on a behavioral threshold NSE 0.3. The performance and behavior of the model in the continuous simulation suggests a limited ability of the model to represent the system, particularly along the low flow regime. In contrast, the simulation of eight peak flow events achieves moderate to good fit, with the four peak flow events simulation returning an NSE > 0.5. Nonetheless, the parameter scatter plot from both the continuous simulation and analyses of peak flow events indicate unidentifiability of all model parameters. This may be attributable to the catchment modeling scale. The results demand further investigation regarding the heterogeneity of parameters and calibration at multiple scales.

Highlights

  • Introduction20 years, in reference to the computing capability and the availability of remote sensing data [2] that supplement field measurement data

  • The DECIPHeR framework used in this study offers more advantages compared to the R version, which is applicable only for a single catchment

  • Underperformance of the model to represent the system due to low flows can be observed from both the continuous 32 years period and the segmented event simulations after the peak recession

Read more

Summary

Introduction

20 years, in reference to the computing capability and the availability of remote sensing data [2] that supplement field measurement data. These developments result in an evolution of hydrological models into more sophisticated forms, in terms of model complexity and spatial scale such as in a physically based distributed model [3,4]. For a large catchment with data scarcity issues [5,6], a model with less structural complexity, for example that in the form of a distributed conceptual model, may be a better alternative

Objectives
Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call