塞布盆地跨流域调水过量水量估算

Oussama Laassilia, D. Ouazar, A. Bouziane, M. Hasnaoui
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引用次数: 1

摘要

本文旨在估计塞布乌盆地(摩洛哥)的不可用水,以期将其转移到布雷格盆地。为此,建立了Belksiri流域(Sebou下游7744 km2)的水文模型。然后,进行了几次模拟,以估计Belksiri集水区不同回归期降雨产生的流量。模型验证结果良好(NSE = 0.70, r2 = 0.78)。对降雨深度不同回归期引起的流量模拟结果表明,T = 2 ~ 100回归期的峰值流量从916 m3/s增加到6744 m3/s。本研究清楚地显示了摩洛哥南水北调工程(NSWTP)的流量和路线优化的可能性。实际上,输送流量可以从45立方米/秒增加到200立方米/秒。
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Estimation of excess water in the Sebou basin for an interbasin water transfer
This paper aims to estimate the unusable water in the Sebou basin (Morocco) with a view to transferring them to the Bouregreg basin. To this end, a hydrological model of Belksiri Basin (7744 km2, downstream part of Sebou) was elaborated. Then, several simulations were carried out to estimate the flow resulting from rainfall, with different return periods, in the Belksiri catchment. The model validation showed good results (NSE = 0.70, R 2 = 0.78). As for simulations of flow provoked by different return periods of the rainfall depth, the results showed that the peak flow increases from 916 m3/s for the return period T = 2–6744 m3/s for T = 100. This study clearly showed the possibility of the flow and route optimization related to the North to South Water Transfer Project (NSWTP) in Morocco. Indeed, the transfer flow can be increased from some 45 m3/s to 200 m3/s.
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来源期刊
CiteScore
2.90
自引率
16.70%
发文量
31
期刊介绍: JAWER’s paradigm-changing (online only) articles provide directly applicable solutions to water engineering problems within the whole hydrosphere (rivers, lakes groundwater, estuaries, coastal and marine waters) covering areas such as: integrated water resources management and catchment hydraulics hydraulic machinery and structures hydraulics applied to water supply, treatment and drainage systems (including outfalls) water quality, security and governance in an engineering context environmental monitoring maritime hydraulics ecohydraulics flood risk modelling and management water related hazards desalination and re-use.
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