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Estimation of Reservoir Discharges from Lake Nasser and Roseires Reservoir in the Nile Basin Using Satellite Altimetry and Imagery Data

机译:利用卫星测高仪和影像数据估算尼罗河流域纳赛尔湖和玫瑰湖水库的水库流量

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This paper presents the feasibility of estimating discharges from Roseires Reservoir (Sudan) for the period from 2002 to 2010 and Aswan High Dam/Lake Nasser (Egypt) for the periods 1999–2002 and 2005–2009 using satellite altimetry and imagery with limited in situ data. Discharges were computed using the water balance of the reservoirs. Rainfall and evaporation data were obtained from public domain data sources. In situ measurements of inflow and outflow (for validation) were obtained, as well. The other water balance components, such as the water level and surface area, for derivation of the change of storage volume were derived from satellite measurements. Water levels were obtained from Hydroweb for Roseires Reservoir and Hydroweb and Global Reservoir and Lake Monitor (GRLM) for Lake Nasser. Water surface areas were derived from Landsat TM/ETM+ images using the Normalized Difference Water Index (NDWI). The water volume variations were estimated by integrating the area-level relationship of each reservoir. For Roseires Reservoir, the water levels from Hydroweb agreed well with in situ water levels (RMSE = 0.92 m; R2 = 0.96). Good agreement with in situ measurements were also obtained for estimated water volume (RMSE = 23%; R2 = 0.94) and computed discharge (RMSE = 18%; R2 = 0.98). The accuracy of the computed discharge was considered acceptable for typical reservoir operation applications. For Lake Nasser, the altimetry water levels also agreed well with in situ levels, both for Hydroweb (RMSE = 0.72 m; R2 = 0.81) and GRLM (RMSE = 0.62 m; R2 = 0.96) data. Similar agreements were also observed for the estimated water volumes (RMSE = 10%–15%). However, the estimated discharge from satellite data agreed poorly with observed discharge, Hydroweb (RMSE = 70%; R2 = 0.09) and GRLM (RMSE = 139%; R2 = 0.36). The error could be attributed to the high sensitivity of discharge to errors in storage volume because of the immense reservoir compared to inflow/outflow series. It may also be related to unaccounted spills into the Toshka Depression, overestimation of water inflow and errors in open water evaporation. Therefore, altimetry water levels and satellite imagery data can be used as a source of information for monitoring the operation of Roseires Reservoir with a fairly low uncertainty, while the errors of Lake Nasser are too large to allow for the monitoring of its operation.
机译:本文介绍了利用卫星测高仪和有限的原位图像估算2002-2010年Roseires水库(苏丹)和1999-2002年和Aswan高坝/纳赛尔湖(埃及)1999-2002年和2005-2009年的流量的可行性。数据。使用水库的水平衡计算流量。降雨和蒸发数据来自公共领域的数据源。还获得了流入和流出的现场测量结果(用于验证)。其他水平衡组成部分,例如水位和表面积,用于推导储水量的变化,是通过卫星测量得出的。从Roseires水库和Hydroweb的Hydroweb和纳赛尔湖的全球水库和湖泊监测器(GRLM)获得水位。使用标准化差水指数(NDWI)从Landsat TM / ETM +图像得出水表面积。通过整合每个水库的面积-水平关系来估算水量变化。对于Roseires水库,Hydroweb的水位与现场水位高度吻合(RMSE = 0.92 m; R 2 = 0.96)。对于估算的水量(RMSE = 23%; R 2 = 0.94)和计算出的流量(RMSE = 18%; R 2 = 0.98)。计算出的流量的精度被认为对于典型的油藏操作应用是可以接受的。对于纳赛尔湖,高空水位也与原位水位非常吻合,无论是水网(RMSE = 0.72 m; R 2 = 0.81)和GRLM(RMSE = 0.62 m; R 2) = 0.96)数据。对于估计的水量也观察到类似的协议(RMSE = 10%–15%)。然而,根据卫星数据估算的流量与观测到的流量,Hydroweb(RMSE = 70%; R 2 = 0.09)和GRLM(RMSE = 139%; R 2 )不一致。 = 0.36)。该误差可归因于与流入/流出序列相比,由于巨大的储水槽,因此放电对存储体积误差的敏感性高。这也可能与未计入的Toshka凹陷溢漏,过高估计的水流入量和开放水蒸发误差有关。因此,高程水位和卫星图像数据可以用作不确定性较低的Roseires水库运行状况监视的信息源,而Nasser湖的误差太大,无法对其运行进行监视。

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