2015
DOI: 10.1016/j.ecss.2014.12.011
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Evolution of sedimentary dynamic environment in the western Jiaozhou Bay, Qingdao, China in the last 30 years

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Cited by 24 publications
(11 citation statements)
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“…It might be related to the barrier function of the bridge, where the river runoff met the weak tidal power of the sea, and the sediment transport direction was deflected clockwise to the east. As confirmed by many studies, there was net sediment transport towards the South-southeast in the shallow sea area of the Northwest of the Jiaozhou Bay due to the rectilinear current that dominated in the bay [35].…”
Section: Metals Transportmentioning
confidence: 60%
See 1 more Smart Citation
“…It might be related to the barrier function of the bridge, where the river runoff met the weak tidal power of the sea, and the sediment transport direction was deflected clockwise to the east. As confirmed by many studies, there was net sediment transport towards the South-southeast in the shallow sea area of the Northwest of the Jiaozhou Bay due to the rectilinear current that dominated in the bay [35].…”
Section: Metals Transportmentioning
confidence: 60%
“…The tidal current velocity of the flood tide is greater than that of the ebb tide, which is generally 10-15 cm/s in the bay. Since the 1980s, the construction of dams or reservoirs in river basins and climate change has dramatically reduced river loads [33], resulting in bay sediment transport that is mainly affected by tidal currents [35]. The Jiaozhou Bay Bridge with a total length of 26.7 km was built in 2011, across the east and west coasts of the Jiaozhou Bay ( Figure 1).…”
Section: Study Areamentioning
confidence: 99%
“…The model used in this study was based on the MIKE 3 hydrodynamic module by the Danish Hydraulic Institute, which is developed for a wide range of applications in areas such as oceans, coastal regions, estuaries, and lakes (Dai et al, ; Danish Hydraulic Institute [DHI], ; Gao et al, ; Qiao, Zhong, et al, ; Wang et al, ; Warren & Bach, ; Zhao et al, ). The Hydrodynamic Module is based on the three‐dimensional (3‐D) incompressible Reynolds‐averaged Navier–Stokes equations and adopts Boussinesq approximation and hydrostatic assumption (DHI, ).…”
Section: Methodsmentioning
confidence: 99%
“…A cross-sea bridge is an important transportation junction connecting various cities and economic zones. However, the construction and operation of a cross-sea bridge also has an impact on the marine environment, including the hydrodynamic environment [1,2], sediment [3,4] and sea surface temperature (SST) [5,6].…”
Section: Introductionmentioning
confidence: 99%
“…The numerical simulation of the tidal dynamic change at Qingdao Jiaozhou Bay Bridge was performed using an unstructured finite volume ocean model-FVCOM [1], and prior researchers discovered that when the tide was rising and ebbing, the flow velocity increased between two adjacent sets of piers, while the flow velocity decreased around the piers. Based on MIKE 21 Flow Modules by Danish Hydraulic Institute (DHI), Zhao et al [2] found that the different water levels on both sides of the cross-sea bridge can induce a barotropic current, increasing the flow velocity north of the bridge and decreasing the southern flow velocity.…”
Section: Introductionmentioning
confidence: 99%