Shi-Lun Yang

Prof. Dr. Shi-Lun Yang

State Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200062, China

Research Focus & Metrics

Academic Career Length

24Years (2003-Present)

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

Representative Publications

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24 July 2015 in Scientific Reports
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SYShi-Lun Yang
Shi-Lun Yang
KXK. H. Xu
K. H. Xu
JMJ. D. Milliman
J. D. Milliman
HYH. F. Yang
H. F. Yang
CWC. S. Wu
C. S. Wu
The increasing impact of both climatic change and human activities on global river systems necessitates an increasing need to identify and quantify the various drivers and their impacts on fluvial water and sediment discharge. Here we show that mean Yangtze River water discharge of the first decade after the closing of the Three Gorges Dam (TGD) (2003–2012) was 67 km3/yr (7%) lower than that of the previous 50 years (1950–2002) and 126 km3/yr less compared to the relatively wet period of pre-TGD decade (1993–2002). Most (60–70%) of the decline can be attributed to decreased precipitation, the remainder resulting from construction of reservoirs, improved water-soil conservation and increased water consumption. Mean sediment flux decreased by 71% between 1950–1968 and the post-TGD decade, about half of which occurred prior to the pre-TGD decade. Approximately 30% of the total decline and 65% of the decline since 2003 can be attributed to the TGD, 5% and 14% of these declines to precipitation change and the remaining to other dams and soil conservation within the drainage basin. These findings highlight the degree to which changes in riverine water and sediment discharge can be related with multiple environmental and anthropogenic factors.

17 May 2007 in Geophysical Research Letters
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SYShi-Lun Yang
Shi-Lun Yang
JZJ. Zhang
J. Zhang
XXX. J. Xu
X. J. Xu

16 August 2005 in Journal of Geophysical Research: Earth Surface
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SYShi-Lun Yang
Shi-Lun Yang
JZJ. Zhang
J. Zhang
JZJ. Zhu
J. Zhu
JSJ. P. Smith
J. P. Smith
SDS. B. Dai
S. B. Dai
PLP. Li
P. Li

6 July 2011 in Estuaries and Coasts
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SYShi-Lun Yang
Shi-Lun Yang
BSB. W. Shi
B. W. Shi
TBT. J. Bouma
T. J. Bouma
TYT. Ysebaert
T. Ysebaert
XLX. X. Luo
X. X. Luo
To quantify wave attenuation by (introduced) Spartina alterniflora vegetation at an exposed macrotidal coast in the Yangtze Estuary, China, wave parameters and water depth were measured during 13 consecutive tides at nine locations ranging from 10 m seaward to 50 m landward of the low marsh edge. During this period, the incident wave height ranged from <0.1 to 1.5 m, the maximum of which is much higher than observed in other marsh areas around the world. Our measurements and calculations showed that the wave attenuation rate per unit distance was 1 to 2 magnitudes higher over the marsh than over an adjacent mudflat. Although the elevation gradient of the marsh margin was significantly higher than that of the adjacent mudflat, more than 80% of wave attenuation was ascribed to the presence of vegetation, suggesting that shoaling effects were of minor importance. On average, waves reaching the marsh were eliminated over a distance of ∼80 m, although a marsh distance of ≥100 m was needed before the maximum height waves were fully attenuated during high tides. These attenuation distances were longer than those previously found in American salt marshes, mainly due to the macrotidal and exposed conditions at the present site. The ratio of water depth to plant height showed an inverse correlation with wave attenuation rate, indicating that plant height is a crucial factor determining the efficiency of wave attenuation. Consequently, the tall shoots of the introduced S. alterniflora makes this species much more efficient at attenuating waves than the shorter, native pioneer species in the Yangtze Estuary, and should therefore be considered as a factor in coastal management during the present era of sea-level rise and global change. We also found that wave attenuation across the salt marsh can be predicted using published models when a suitable coefficient is incorporated to account for drag, which varies in place and time due to differences in plant characteristics and abiotic conditions (i.e., bed gradient, initial water depth, and wave action).

1 December 2003 in Estuaries
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SYShi-Lun Yang
Shi-Lun Yang
CFCarl Friedrichs
Carl Friedrichs
ZSZhong Shi
Zhong Shi
PDPing-Xing Ding
Ping-Xing Ding
JZJun Zhu
Jun Zhu
QZQing-Ying Zhao
Qing-Ying Zhao

29 March 2006 in Geophysical Research Letters
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Journal Article
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SYShi-Lun Yang
Shi-Lun Yang
MLM. Li
M. Li
SDS. B. Dai
S. B. Dai
ZLZ. Liu
Z. Liu
JZJ. Zhang
J. Zhang
PDP. X. Ding
P. X. Ding