Modelling of streamflow before and after dam construction in the Mono River Basin in Togo-Benin, West Africa

• Published in: International journal of river basin management Vol. 21; no. 2; pp. 265 - 281
• Main Authors: Djan'na Koubodana, H., Adounkpe, Julien G., Atchonouglo, Kossi, Djaman, Koffi, Larbi, Isaac, Lombo, Yao, Kpemoua, Kossi E.
• Format: Journal Article
• Language: English
• Published: Abingdon Taylor & Francis 03.04.2023; Taylor & Francis Ltd
• Subjects: Algorithms; Amplitude; Amplitudes; Analysis; Calibration; Catchment area; Climate and land use; Climate change; Climate conditions; Climate effects; Climate models; Climatic data; Construction; Dam construction; Dams; Digital Elevation Models; Hydrologic models; hydrological modelling; Hydrology; Land management; Land use; land use/cover; Modelling; Mono River Basin; Resource management; River basins; Rivers; Sensitivity analysis; Soil water; Soils; Stream discharge; Stream flow; streamflow; SWAT model; Tropical environment; Tropical environments; Uncertainty; Uncertainty analysis; Water resources; Water resources management; West Africa
• ISSN: 1571-5124; 1814-2060
• DOI: 10.1080/15715124.2021.1969943

The sub-tropical region of West Africa is not only vulnerable to the negative effects of climate change but also to the changes in land management. The goal of this study was to model streamflow in the Mono River Basin (MRB) for the period before (1964-1986) and after (1988-2011) dam construction. The Soil and Water Assessment Tool (SWAT) using input data such as a digital elevation model, soil and land use, and daily climate data model was set up, calibrated and validated for the period before dam construction (SIM1) and after dam construction (SIM2). The model sensitivity analysis, calibration and uncertainty analysis were performed based on daily observed streamflow using the Sequential Uncertainty Fitting procedure (SUFI-2) algorithm. The change in seasonal and annual streamflow between SIM1 and SIM2 was assessed and linked with land use/cover change between 1975 and 2000. The SWAT model shows satisfactory performance with Kling-Gupta Efficiency (KGE) ≥ 0.60 and percent bias |PBIAS| ≤ ±20 during calibration and KGE ≥ 0.50 and |PBIAS| ≤ ±15 during validation of SIM1 and SIM2. The results further showed that the construction of the dam affected the hydrological system of the catchment with a change in annual average streamflow between SIM1 and SIM2 of −14.13%, −19.86% and 3.66% at Athiéme, Tététou and Corrokope stations, respectively. The simulated average streamflow amplitude of SIM2 has decreased globally compared to SIM1. Therefore, the changes detected in land use/cover may have affected the average streamflow in response to the difference in amplitude simulated streamflow of SIM1 and SIM2. The finding of this analysis demonstrated that the impacts of dam construction on streamflow are challenging and crucial for water resource management in MRB.