Remote Sensing of Sediment Discharge in Rivers Using Sentinel-2 Images and Machine-Learning Algorithms

被引:12
|
作者
Mohsen, Ahmed [1 ,2 ]
Kovacs, Ferenc [1 ]
Kiss, Timea [1 ]
机构
[1] Univ Szeged, Dept Geoinformat Phys & Environm Geog, H-6722 Szeged, Hungary
[2] Tanta Univ, Dept Irrigat & Hydraul Engn, Tanta 31527, Egypt
关键词
suspended sediment; rating curve; at-many-stations hydraulic geometry (AMHG); genetic algorithm; artificial neural network; DISTRIBUTED HYDROLOGICAL MODEL; SUSPENDED-SEDIMENT; SATELLITE IMAGERY; YELLOW-RIVER; MAUMEE RIVER; MAROS RIVER; TRANSPORT; CATCHMENT; ALTIMETRY; HYSTERESIS;
D O I
10.3390/hydrology9050088
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The spatio-temporal dynamism of sediment discharge (Q(s)) in rivers is influenced by various natural and anthropogenic factors. Unfortunately, most rivers are only monitored at a limited number of stations or not gauged at all. Therefore, this study aims to provide a remote-sensing-based alternative for Q(s) monitoring. The at-a-station hydraulic geometry (AHG) power-law method was compared to the at-many-stations hydraulic geometry (AMHG) method; in addition, a novel AHG machine-learning (ML) method was introduced to estimate water discharge at three gauging stations in the Tisza (Szeged and Algyo) and Maros (Mako) Rivers in Hungary. The surface reflectance of Sentinel-2 images was correlated to in situ suspended sediment concentration (SSC) by support vector machine (SVM), random forest (RF), artificial neural network (ANN), and combined algorithms. The best performing water discharge and SSC models were employed to estimate the Q(s). Our novel AHG ML method gave the best estimations of water discharge (Szeged: R-2 = 0.87; Algyo: R-2 = 0.75; Mako: R-2 = 0.61). Furthermore, the RF (R-2 = 0.9) and combined models (R-2 = 0.82) showed the best SSC estimations for the Maros and Tisza Rivers. The highest Q(s) were detected during floods; however, there is usually a clockwise hysteresis between the SSC and water discharge, especially in the Tisza River.
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页数:30
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