Daramola J, Ekhwan T M, Mokhtar J, Lam K C, Adeogun G A
Geography Program, Social, Environmental, Development, Sustainability Research Centre (SEEDS), Faculty of Social Sciences and Humanities, Universiti Kebangsaan Malaysia, 43600, Bangi, Selangor, Malaysia.
Department of Civil Engineering, Kwara State University, P.M. B 1530, Molete, Kwara State, Nigeria.
Heliyon. 2019 Jul 19;5(7):e02106. doi: 10.1016/j.heliyon.2019.e02106. eCollection 2019 Jul.
Over the years, sedimentation has posed a great danger to the storage capacity of hydropower reservoirs. Good understanding of the transport system and hydrological processes in the dam is very crucial to its sustainability. Under optimal functionality, the Shiroro dam in Northern Nigeria can generate ∼600 MW, which is ideally sufficient to power about 404,000 household. Unfortunately, there have not been reliable monitoring measures to assess yield in the upstream, where sediments are sourced into the dam. In this study, we applied the Soil and Water Assessment Tool (SWAT) to predict the hydrological processes, the sediment transport mechanism and sediment yield between 1990 and 2018 in Kaduna watershed (32,124 km) located upstream of the dam. The model was calibrated and validated using observed flow and suspended sediment concentration (SSC) data. Performance evaluation of the model was achieved statistically using Nash-Sutcliffe (NS), coefficient of determination (r) and percentage of observed data (p-factor). SWAT model evaluation using NS (0.71), r (0.80) and p-factors of 0.86 suggests that the model performed satisfactorily for streamflow and sediment yield predictions. The model identified the threshold depth of water (GWQMN.gw) and base flow (ALPHA_BF.gw) as the most sensitive parameters for streamflow and sediment yield estimation in the watershed. Our finding showed that an estimated suspended sediment yield of about 84.1 t/ha/yr was deposited within the period under study. Basins 67, 71 and 62 have erosion prone area with the highest sediment values of 79.4, 75.1 and 73.8 t/h respectively. Best management practice is highly recommended for the dam sustainability, because of the proximity of erosion-prone basins to the dam.
多年来,泥沙淤积对水电站水库的蓄水能力构成了巨大威胁。深入了解大坝的输沙系统和水文过程对其可持续性至关重要。在最佳运行状态下,尼日利亚北部的希罗罗大坝可发电约600兆瓦,理论上足以满足约40.4万户家庭的用电需求。不幸的是,目前尚无可靠的监测措施来评估大坝上游(泥沙来源地)的产沙量。在本研究中,我们应用土壤和水资源评估工具(SWAT)来预测位于大坝上游的卡杜纳流域(32124平方公里)在1990年至2018年期间的水文过程、泥沙输移机制和产沙量。该模型利用实测流量和悬沙浓度(SSC)数据进行了校准和验证。使用纳什-萨特克利夫系数(NS)、决定系数(r)和观测数据百分比(p因子)对模型进行了统计性能评估。SWAT模型的NS值为0.71、r值为0.80、p因子为0.86,表明该模型在径流和产沙量预测方面表现令人满意。该模型确定了水位阈值深度(GWQMN.gw)和基流(ALPHA_BF.gw)是流域径流和产沙量估算中最敏感的参数。我们的研究结果表明,在研究期间,估计每年每公顷沉积的悬沙量约为84.1吨。流域67、71和62区为易侵蚀区,最高产沙量分别为79.4、75.1和73.8吨/小时。由于易侵蚀流域靠近大坝,强烈建议采取最佳管理措施以确保大坝的可持续性。