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Hydrological Impact of Lagdo Dam Construction on Upper Benue River Basin(North Cameroon)
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作者 Elisabeth Dassou Fita Steven Chouto +3 位作者 Bineli Ambomo Etienne Mbelle Abbo Félix Saidou Bogno Daniel Ombolo Auguste 《Open Journal of Modern Hydrology》 2025年第3期249-268,共20页
The construction of a water retention structure across a river in a catchment inevitably leads to changes in its natural functioning downstream.This study investigates the hydrological changes observed on the Benue at... The construction of a water retention structure across a river in a catchment inevitably leads to changes in its natural functioning downstream.This study investigates the hydrological changes observed on the Benue at the town of Garoua before and after the construction of the Lagdo dam in the Upper Benue catchment using statistical and frequency analysis of flows upstream and downstream the dam.The results indicate that the shape of the hydrograph has changed,with a reversal of the hydrological regime characterised by a drop in flood flows and an increase in low-water flows.For the pre-dam period,the flood hydrograph shows a maximum in September and a minimum in March,which may be zero in years with dry water hydraulicity.The impoundment of the Lagdo dam in 1983 led to a reduction in peak flows of around 40%and a 90%increase in low flows on the Benue at Garoua.The maximum flows observed at Lagdo are retained in the dam for the production of hydroelectric power and part is released downstream towards Garoua with a reduction of about 34%and 35%of 100-year and 50-year floods respectively.These changes can have a signifi-cant impact by reducing the amplitude of floods in the Benue valley and consequently,the flooding phenomenon.The entire hydrological dynamic of the Benue valley has thus been modified,moving from a natural tropical rainfall regime to an altered regime characterised by the release of water to support low-water flows. 展开更多
关键词 Hydrological Regime lagdo Dam Altered Regime Benue River Flow North Cameroon
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拉格都水电站泄洪工程布置与护岸设计
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作者 王亦锥 《人民珠江》 2001年第2期16-18,24,共4页
拉格都水电站工程水库总库容 86 .9亿m3,装机容量 72MW。拦河大坝为粘土心墙堆石坝 ,最大坝高 40m ,其泄水建筑物由泄洪洞和溢洪道组成。泄洪洞布置在主坝右岸 ,为导流、泄洪、放空水库三结合的无压隧洞 ,洞身为城门洞形 ,出口段两侧边... 拉格都水电站工程水库总库容 86 .9亿m3,装机容量 72MW。拦河大坝为粘土心墙堆石坝 ,最大坝高 40m ,其泄水建筑物由泄洪洞和溢洪道组成。泄洪洞布置在主坝右岸 ,为导流、泄洪、放空水库三结合的无压隧洞 ,洞身为城门洞形 ,出口段两侧边扩散并采用连续式挑流消能 ,后接长约 5 5 0m的尾水渠 ,将水流导入主河床。溢洪道平均宽 42m ,戽流消能 ,消力戽后接 2 0m长的护坦 ;引水渠位于左岸 ,是导流、泄洪、发电、灌溉四结合的建筑物。工程竣工后的情况表明 ,枢纽布置是合理的 ,大坝能安全拦洪 ,但因投资等因素限制 ,溢洪道和泄洪洞下游未作周密的防护 ,发生不同程度的冲刷。为此 ,针对泄洪洞和溢洪道出口下游冲刷流态等实际情况 ,进行了护岸工程的设计和施工。护岸工程投入使用后 。 展开更多
关键词 枢纽布置 泄洪建筑物 护岸 拉格都水电站
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