Modern sediment characteristics and accumulation rates from the delta front to prodelta of the Yellow River (Huanghe)

2016 ◽  
Vol 36 (4) ◽  
pp. 247-258 ◽  
Author(s):  
Liangyong Zhou ◽  
Jian Liu ◽  
Yoshiki Saito ◽  
Maosheng Gao ◽  
Shaobo Diao ◽  
...  
Water ◽  
2020 ◽  
Vol 12 (3) ◽  
pp. 845 ◽  
Author(s):  
Bowen Li ◽  
Yonggang Jia ◽  
J. Paul Liu ◽  
Xiaolei Liu ◽  
Zhenhao Wang

Historically, the Yellow River in China discharges > 1 × 109 ton/yr sediment to the sea, and has formed a large delta in the western Bohai Sea. Its river mouth is characterized by an extremely high suspended sediment concentration (SSC), up to 50 g/L. However, the hydrodynamic factors controlling the high suspended sediments in the Yellow River estuary are not well understood. Here, we conducted two hydrodynamic observations and SSC measurements in the winter and spring low-flow seasons of 2014–2015 and 2016–2017 under five sea conditions, including calm-rippled, smooth-wavelet, slight, moderate, and rough, in the Yellow River Delta-front during the observation period. Under calm-rippled conditions, the contribution of currents to the total resuspended sediment concentration (RSC) was 77.7%–100.0%. During the smooth-wavelet and slight periods, the currents’ contribution decreased as low as 30% and 3.0% of the total RSC, respectively. Under moderate and rough-sea conditions, waves accounted for at least 70% and 85% of the total RSC, respectively. The results indicate that 20 cm-thick lutoclines were created after a significant increase in the wave height to a peak value followed by a decrease. When the SSC is over 3 g/L and hydrodynamic conditions could not break the lutoclines, the flocculent settling of suspended sediment changes to hindered settling in the Yellow River Delta. Under hindered settling, the settling velocity decreases, and the resuspended sediments remains in the lutoclines and their lower water layers. This study reveals different controlling factors for the high SSC near a river-influenced delta, and helps us get a better understanding of a delta’s resuspension and settling mechanisms.


2018 ◽  
Vol 246 ◽  
pp. 01050
Author(s):  
Xinjie Li ◽  
Yuanjian Wang ◽  
Shaojun Qu ◽  
Ting Wang ◽  
Kunpeng Li

Sediment problems affect the operation life and comprehensive benefits of a reservoir. In response to the floods in the middle and upper reaches of the Yellow River, the Xiaolangdi Reservoir is subjected to preventative pre-discharge scheduling. Through a prototypical observation of the density current plunging zone of the Xiaolangdi Reservoir in 2018, we collected prototypical data of the water level, water-sediment characteristics, sediment thickness, thalweg points, and flow velocity, and analyzed the pre-dam distribution of density current and scouring-sedimentation characteristics during the flood dispatching period of the Xiaolangdi Reservoir. The research results promoted the understanding of the movement law of the density current of the Xiaolangdi Reservoir and the development of efficient sediment drainage technology for reservoirs.


2014 ◽  
Vol 522-524 ◽  
pp. 223-226 ◽  
Author(s):  
Dao Xiang Wu ◽  
Zhi Hai Wu

Huaibei Plain recently deposited silt by their causes can be divided into:1The recently deposited silt due to the divertion of Yellow River,is widely distributed in the Yellow River alluvial plain of Huaibei;2The deposited silt due to flooding of Huaihe River, mainly inFunan, Huaiyuan, as well as Wuhe near Huaihe River. Through the geological survey, exploration, and indoor and outdoor test data analysis, we had a research of Anhui Huaibei Plain recently deposited silt about its sediment characteristics, causes and distribution and Statistics of Anhui Huaibei Plain silt about the particle size composition, physical and mechanical properties;After comparison and analysis , the changing rule of soil physical and mechanical prosperties is evaluated in this paper.


2014 ◽  
Vol 1065-1069 ◽  
pp. 989-991
Author(s):  
Wen She He ◽  
Lan Zhen Wu ◽  
Su Min Zhao ◽  
Kai Chang

Based on introducing engineering background and characteristics of river, the Yellow River in lanzhou section of the hydrological and sediment characteristics and characteristics of riverbed evolution are analyzed. On this basis, determine the once-in-a-century flow, and calculate the once-in-a-century flow when the bridge was analyzed and local scour of general erosion depth, scope of backwater height, etc.On the bridge of the embedment depth, clearance under the bridge, such as the check, and the bridge construction impact on the stability of river regime is analyzed.


2020 ◽  
Vol 430 ◽  
pp. 106363
Author(s):  
Liangyong Zhou ◽  
Jian Liu ◽  
Yoshiki Saito ◽  
Shaobo Diao ◽  
Maosheng Gao ◽  
...  

2018 ◽  
Vol 14 (1) ◽  
pp. 245-254 ◽  
Author(s):  
Yang LI ◽  
◽  
Zhixiang XIE ◽  
Fen QIN ◽  
Yaochen QIN ◽  
...  

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