Jilong Chen

Mr. Jilong Chen

Department of Hydraulic Engineering, Tongji University, Shanghai, China
orcid

Research Focus & Metrics

Academic Career Length

4Years (2023-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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Verified
Journal Article
Open access
PDF file
CKCuiping Kuang
Cuiping Kuang
JCJilong Chen
Jilong Chen
JWJie Wang
Jie Wang
RQRufu Qin
Rufu Qin
JFJiadong Fan
Jiadong Fan
Qingping ZouQingping Zou
Qingping Zou
Oil spills are major threat to marine ecosystem and have long-lasting effect on marine life and water quality. In this study, a two-dimension hydrodynamic and oil spill transport model of the Yangtze River Estuary is established based on MIKE21 with a special attention to wind-wave-current interaction (WWCI). The model agrees well with the observed data on water level, current velocity, and the real oil spill event during Typhoon Fongwong. This study is mainly focused on the oil particle trajectory and spread. The model results show: (1) when the oil spill occurs during a typhoon period, the oil film can rapidly deposit under high WWCI, decreasing the swept area to about 20% compared with the normal weather condition; (2) strong current and large wave enlarge the oil film coverage whereas high wind speeds cause the oil particles to deposit in the shallow water area; and (3) the oil particles move farther and the swept area is far greater under the winter wind than under the summer wind, and the two times of the winter wind show the greatest effect on the oil spill. This study considers the drift, dispersion, evaporation, and emulsification of oil during the moving period under different wind, wave and current conditions, providing a good guidance for the oil spill prevention and mitigation in other estuaries.

12 September 2024 in Ocean Engineering
Verified
Journal Article
Open access
WXWei Xing
Wei Xing
CKCuiping Kuang
Cuiping Kuang
HLHongyi Li
Hongyi Li
JCJilong Chen
Jilong Chen
LSLianqiang Shi
Lianqiang Shi
QZQingping Zou
Qingping Zou

Verified
Journal Article
Open access
PDF file
CKCuiping Kuang
Cuiping Kuang
HLHongyi Li
Hongyi Li
YZYuhua Zheng
Yuhua Zheng
WXWei Xing
Wei Xing
Xin CongXin Cong
Xin Cong
JCJilong Chen
Jilong Chen
Submerged Reefs (SRs) are a kind of artificial fish habitat that can protect coasts and maintain ecological biodiversity. In this study, the flow field of the SR is simulated by solving a Reynolds-averaged Navier–Stokes equation closed with the Realizable k-ε model based on the finite volume method. The turbulent characteristics of SRs under different inflow velocities and submergences in the vicinity of the SR are analyzed. The wake vorticities are the primary turbulent pattern within and around the SR. The back wake and vorticity are chosen as critical indicators to quantitatively assess the hydrodynamic characteristics induced by the SR. The results show: (1) as the main flow passes through the SR, the upwelling is produced in front of the SR and a large-scale wake region is formed behind the SR which contains a clockwise vortex; (2) the length of the wake region formed behind the SR is positively and linearly correlated with both the inflow velocity and submergence; (3) the dipole-type vorticity patterns are induced within the compartment of the SR, where the area and average value of high vorticity have a positive correlation with the flow velocity and a negative correlation with the submergence, respectively.

Verified
Journal Article
Open access
PDF file
JWJie Wang
Jie Wang
CKCuiping Kuang
Cuiping Kuang
SCSubin Cheng
Subin Cheng
DFDaidu Fan
Daidu Fan
KCKuo Chen
Kuo Chen
JCJilong Chen
Jilong Chen
Storm surge is one of the most remarkable natural calamities, which is shown as the abnormal sea level changes in the coastal waters during a typhoon event. To investigate the responses of storm surges to the typhoon paths, intensities and coastal dynamics, a coupled wave–current model is used to study the impacts of strong winds, considerable waves and complex currents on storm surges in the Yangtze River Estuary (YRE) during three representative typhoons of Fongwong (2014), Ampil (2018) and Lekima (2019) with different intensities and paths. The model is verified using the measured data on significant wave height and period, water level and current velocity and performs well in modeling real conditions. The numerical results demonstrate that (1) the maximum storm surge occurred in the South Channel (SC) during Fongwong and Lekima while in the North Branch (NB) during Ampil due to the typhoon path and the estuarine terrain. Among the three typhoons, Lekima presented the highest surge, with a maximum value of 1.17 m at SC2 (the inner point of the SC). There was a negative surge during Ampil, which reached −0.42 m at SC2, due to the representative path (SE to NW) and offshore wind action. (2) Tide is the main influencing factor of storm surge as the maximum or minimum value always occurs at the low or high tidal level, respectively. Meanwhile, typhoon intensity is important as it influences the variation rate of surge with higher intensity leading to a sudden increase in surge while the tidal intensity primarily affects the peak value. (3) The wave setup can counteract the wind-induced negative surge. The peak differences between storm surge isoline and wave setup isoline are 0.15, 0.2 and 0.2 m during Fongwong, Ampil and Lekima, respectively, which illustrates the impacts of the combined actions of the typhoon path and intensity on the wave setup. This research emphasizes the influences of wave–current interaction on estuarine storm surge during typhoon events and reveals the potential risks for oceanic disasters like coastal inundation.

23 June 2026 in Ocean Engineering
Verified
Journal Article
Closed access
HLHongyi Li
Hongyi Li
CKCuiping Kuang
Cuiping Kuang
JFJiadong Fan
Jiadong Fan
JCJilong Chen
Jilong Chen
XCXin Cong
Xin Cong
Lin LiLin Li
Lin Li

3 August 2024 in Ocean Engineering
Verified
Journal Article
Closed access
JFJiadong Fan
Jiadong Fan
CKCuiping Kuang
Cuiping Kuang
HLHongyi Li
Hongyi Li
Xin CongXin Cong
Xin Cong
WXWei Xing
Wei Xing
JCJilong Chen
Jilong Chen