2019
DOI: 10.1007/s11802-019-3646-7
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Numerical Study on Seasonal Transportation of the Suspended Sediments in the Modern Yellow River Mouth Effected by the Artificial Water and Sediment Regulation

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Cited by 10 publications
(5 citation statements)
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“…The maximum SSC at the YRE during the WSRS is 8 kg/m 3 , and the sediment plume length is 15.6-22.4 km, which is much longer than that before the WSRS (5-6 km) and after the WSRS (7-14.6 km). Wang et al (2019) showed that with the rapid increase in runoff and sediment discharge during the WSRS, the sediment plume length can reach the center of the Bohai Sea, which is consistent with the results of our study. The freshwater diffusion range can reach 119.4°E, 38.0°N (Figure 9).…”
Section: The Effect Of Wsrs On Sediment Distributionsupporting
confidence: 92%
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“…The maximum SSC at the YRE during the WSRS is 8 kg/m 3 , and the sediment plume length is 15.6-22.4 km, which is much longer than that before the WSRS (5-6 km) and after the WSRS (7-14.6 km). Wang et al (2019) showed that with the rapid increase in runoff and sediment discharge during the WSRS, the sediment plume length can reach the center of the Bohai Sea, which is consistent with the results of our study. The freshwater diffusion range can reach 119.4°E, 38.0°N (Figure 9).…”
Section: The Effect Of Wsrs On Sediment Distributionsupporting
confidence: 92%
“…These results indicate that the great intraday variations in the sediment due to the WSRS further change the land area of the Yellow River delta (Bian et al, 2013). As reported, approximately 66% of the sediment is deposited near the estuary of the Yellow River, and the remaining sediment spreads to the north and south seas with the tidal current (Wang et al, 2019).…”
Section: The Effect Of Wsrs On the Topography Of The Yresupporting
confidence: 69%
“…Numerical simulation is an effective method to study the sediment moment and the model in this paper has been also applied and confirmed reliable by Wang et al (2019). The hydrodynamic model is based on the two-dimensional planar incompressible Reynolds average Navier-Stokes shallow water equation, in which the Boussinesq hypothesis and the hydrostatic pressure hypothesis are used, so that the tide surface can be more accurately Curves and tidal fluxes are simulated.…”
Section: Numerical Modelmentioning
confidence: 71%
“…Huang et al (2018) investigated the distribution of estuarine salinity and suspended sediment by a three dimensional with numerical simulation under different flow rates. Wang et al (2019) demonstrated that the shape and length of the Yellow River Delta coastline has changed dramatically since 1976 using the general high-tide line method, which combines remote sensing and geographic information system technology, using multi-spectral scanner, thematic mapper, and enhanced thematic mapper plus images from 1976 to 2014. Yang et al (2017) investigated water and sediment changes by using coastline and suspended sediment concentration methods, indicate the inter-annual and intra-annual variations of the sediment concentration from 1986 to 2013.…”
Section: Introductionmentioning
confidence: 99%
“…The two-dimensional velocity field of the study area was extracted from a previously built high-resolution numerical model using the DHI-MIKE-3 system, where the water level and current speed (with the component speed in the x -axis and y -axis) at each grid cell were extracted at a time step of 8.6 s and then coupled into the carbon flux model to calculate the water exchange between the grid cells. The model simulation for clam growth, ingestion ( C ingestion ), and egestion ( C egestion ) rates was based on dynamic energetic budget (DEB) theory .…”
Section: Methodsmentioning
confidence: 99%