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41#
發(fā)表于 2025-3-28 18:17:00 | 只看該作者
42#
發(fā)表于 2025-3-28 20:29:05 | 只看該作者
43#
發(fā)表于 2025-3-29 01:39:47 | 只看該作者
44#
發(fā)表于 2025-3-29 05:03:52 | 只看該作者
https://doi.org/10.1007/978-3-658-44518-8act on the Aswan High Dam (AHD). The main objectives should be achieving a minimum water deficit in the downstream and a maximum power generation from both GERD and AHD..The results of the model were tabulated and analyzed using the mentioned criteria to obtain the best long-term regulation policies
45#
發(fā)表于 2025-3-29 08:56:26 | 只看該作者
Messunsicherheit im Versuchsprotokoll,eir solutions are identified and discussed..First, soils surrounding Lake Nasser, i.e., Kalabsha, Toshka, El- Dakka, Abu Simbel at the western side of the lake, and Allaqui area on the eastern side, were deposited due to water action (wind action was not evaluated in this study). Wadi soils are hete
46#
發(fā)表于 2025-3-29 14:08:18 | 只看該作者
47#
發(fā)表于 2025-3-29 16:03:41 | 只看該作者
https://doi.org/10.1007/978-3-658-38929-1ir is about 12?km, and its storage capacity is 162 billion m...This chapter is an attempt to assess and analyzes the deposition in the Aswan High Dam Reservoir during the last 50 years from 1964 to 2014, by using different techniques to estimate the effective life span of the reservoir..The traditio
48#
發(fā)表于 2025-3-29 21:04:38 | 只看該作者
49#
發(fā)表于 2025-3-30 01:19:13 | 只看該作者
Walter Kaspers,Hans-Jürgen Küfneration 0.9975 and 0.9978 for bed levels and velocities, respectively, and for verification 0.9921 and 0.9959 for bed levels and velocities, respectively), indicating that the model was efficiently calibrated and verified. It shows good agreement between the simulated and measured data (by comparisons
50#
發(fā)表于 2025-3-30 06:27:50 | 只看該作者
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