Sediment transport dynamics during a super flood: A case study of the 2010 super flood at the Guddu Barrage on the Indus River

被引:1
作者
Tunio, Imran Aziz [1 ,3 ]
Kumar, Love [2 ]
Memon, Sheeraz Ahmed [3 ]
Mahessar, Ali Asghar [1 ]
Kandhir, Abdul Wahid [4 ]
机构
[1] Govt Sindh, Sindh Barrages Improvement Project, Sindh Irrigat Dept, Project Management Off, Karachi 75460, Pakistan
[2] Univ Florida, West Florida Res & Educ Ctr, Soil Water & Ecosyst Sci Dept, Watershed Management Lab, Gainesville, FL 32603 USA
[3] Mehran Univ Engn & Technol, Inst Environm Engn & Management IEEM, Jamshoro 76062, Pakistan
[4] Govt Sindh, Sindh Irrigat Dept, Hyderabad 71500, Pakistan
关键词
Sediment transport; HEC-RAS model; Hydraulic parameters; Floods; River morphology; HEC-RAS; EROSION; BASIN; DOWNSTREAM; MODELS; EVENT; AREAS; 1D;
D O I
10.1016/j.ijsrc.2024.03.002
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Annual sediment load transportation in the Indus River varies from 0.725 to 1.0 Mt/d and varies from 260 to 300 Mt/y. Sediment accumulation upstream of the inline structure (Guddu Barrage) has frequently increased. Consequently, the sediment accumulation reduces the intake canal supply, design withdrawals, and flood-carrying capacity of the Guddu Barrage. Furthermore, the Indus River changes its behavior, channel dimensions, pattern, and flooding frequency with respect to temporal and spatial morphology with braided high to low meanders. In the current study, the Hydrologic Engineering Center- River Analysis System (HEC-RAS) model, in combination with ArcGIS, were used to study sediment dynamics, analyze flood profile/water surface elevation, and assess erosion and deposition of sediment. In addition to this, a quasi-unsteady flow analysis method was used to simulate sediment transport from July to September 2010. It was found the invert change due to sediment transport maximum aggradation was 6.40 ft (1.950 m), and the maximum degradation was 30 ft (9.144 m), which further varies with the hydraulic conditions of the model. Cumulative mass bed change, sediment transport aggradation was 10.50 million tons (9.53 million t), and degradation was 3.7 million tons (3.3 million t). Moreover, it was found cumulative longitudinal mass change, sediment transport aggradation was 155 million tons (140.62 million t), and degradation was 10 million tons (9.07 million t). The cumulative mass inflow was 320 million tons (290.3 million t). Whereas the model revealed that the flood level upstream and downstream of the hydraulic structure was 264 ft (80.467 m) and 260.29 ft (79.34 m), respectively. Therefore, the HEC-RAS model accurately represents the sediment transport and water levels observed at a gated weir, which is an inline structure. (c) 2024 International Research and Training Centre on Erosion and Sedimentation. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd. This is an open access article under the CC BY- NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:683 / 701
页数:19
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