Abstract

Accurate streamflow estimations are essential for planning and decision-making of many development activities related to water resources. Hydrological modelling is a frequently adopted and a matured technique to simulate streamflow compared to the data driven models such as artificial neural networks (ANNs). In addition, usage of ANNs is minimum to simulate streamflow in the context of Sri Lanka. Therefore, this study presents an intercomparison between streamflow estimations from conventional hydrological modelling and ANN analysis for Seethawaka River Basin located in the upstream part of the Kelani River Basin, Sri Lanka. The hydrological model was developed using the Hydrologic Engineering Centre-Hydrologic Modelling System (HEC-HMS), while the data-driven ANN model was developed in MATLAB. The rainfall and streamflows’ data for 2003–2010 period have been used. The simulations by HEC-HMS were performed by four types of input rainfall data configurations, including observed rainfall data sets and three satellite-based precipitation products (SbPPs), namely, PERSIANN, PERSIANN-CCS, and PERSIANN-CDR. The ANN model was trained using three well-known training algorithms, namely, Levenberg–Marquadt (LM), Bayesian regularization (BR), and scaled conjugate gradient (SCG). Results revealed that the simulated hydrological model based on observed rainfall outperformed those of based on remotely sensed SbPPs. BR algorithm-based ANN algorithm was found to be superior among the data-driven models in the context of ANN model simulations. However, none of the above developed models were able to capture several peak discharges recorded in the Seethawaka River. The results of this study indicate that ANN models can be used to simulate streamflow to an acceptable level, despite presence of intensive spatial and temporal data sets, which are often required for hydrologic software. Hence, the results of the current study provide valuable feedback for water resources’ planners in the developing region which lack multiple data sets for hydrologic software.

Highlights

  • Streamflow is one of the responses of integrated atmospheric and topographic processes

  • Daily streamflow data were obtained from the Irrigation Department of Sri Lanka. e Digital Elevation Model (DEM) of the Seethawaka River Basin was extracted from the Global Mapper available in https://www.bluemarblegeo.com/products/ global-mapper.php. e DEM used for the model developed was available in 10 m × 10 m resolution. e land use data and soil data were obtained from the Survey Department of Sri Lanka and Harmonized World Soil Database, respectively

  • E rainfall and corresponding streamflow data records between the 2003 to 2010 period were used in the present study. e simulations by Hydrologic Engineering Centre-Hydrologic Modelling System (HEC-HMS) were performed by four types of input rainfall data configurations, including observed rainfall data sets and three satellite-based precipitation products (SbPPs), namely, PERSIANN, PERSIANNCCS, and PERSIANN-CDR

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Summary

Introduction

Streamflow is one of the responses of integrated atmospheric and topographic processes. Developing the flow hydrograph using observed streamflow measurements is an important task. Many methods (velocity-area methods, formed constriction methods, and noncontact measurement methods) are available to measure streamflow rates [1]. Continuous streamflow measurements are not always available in developing nations, mainly due to associated costs for installment and maintenance of hydrological networks [2]. Fine resolution spatial data sets including land use and soil data are not always available in these regions. Applied Computational Intelligence and Soft Computing streamflows are given a significant attention. Accurate streamflow estimation is highly important for many stakeholders including water resources management, hydropower development, and agricultural management [3]

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