Predicting morphological changes DS New Naga-Hammadi Barrage for extreme Nile flood flows: A Monte Carlo analysis

被引:6
|
作者
Sattar, Ahmed M. A. [1 ]
Raslan, Yasser M. [2 ]
机构
[1] Cairo Univ, Fac Engn, Irrigat & Hydraul Dept, Giza, Egypt
[2] Nile Res Inst, Natl Water Res Ctr, Kanater, Egypt
关键词
River Nile; Bed load; Suspended load; Monte Carlo simulation; 2D numerical model; New Naga-Hammadi Barrage;
D O I
10.1016/j.jare.2012.12.004
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
While construction of the Aswan High Dam (AHD) has stopped concurrent flooding events, River Nile is still subject to low intensity flood waves resulting from controlled release of water from the dam reservoir. Analysis of flow released from New Naga-Hammadi Barrage, which is located at 3460 km downstream AHD indicated an increase in magnitude of flood released from the barrage in the past 10 years. A 2D numerical mobile bed model is utilized to investigate the possible morphological changes in the downstream of Naga-Hammadi Barrage from possible higher flood releases. Monte Carlo simulation analyses (MCS) is applied to the deterministic results of the 2D model to account for and assess the uncertainty of sediment parameters and formulations in addition to sacristy of field measurements. Results showed that the predicted volume of erosion yielded the highest uncertainty and variation from deterministic run, while navigation velocity yielded the least uncertainty. Furthermore, the error budget method is used to rank various sediment parameters for their contribution in the total prediction uncertainty. It is found that the suspended sediment contributed to output uncertainty more than other sediment parameters followed by bed load with 10% less order of magnitude. (C) 2014 Cairo University. Production and hosting by Elsevier B.V. All rights reserved.
引用
收藏
页码:97 / 107
页数:11
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