Numerical Analysis of the Potential Effect of Wetlands on Reducing Tidal Currents in the Liao River Estuary, China

2020 ◽  
Author(s):  
Mingliang Zhang ◽  
Hui Xu
Keyword(s):  
Numerical Analysis ◽  
River Estuary ◽  
Potential Effect ◽  
Tidal Currents

Tides and tidal currents in the Pearl River Estuary

2004 ◽  
Vol 24 (16) ◽  
pp. 1797-1808 ◽  
Author(s):  
Qingwen Mao ◽  
Ping Shi ◽  
Kedong Yin ◽  
Jianping Gan ◽  
Yiquan Qi
Keyword(s):  
River Estuary ◽  
Pearl River Estuary ◽  
Tidal Currents ◽  
Pearl River ◽  
The Pearl River Estuary ◽  
The Pearl River

Potential effect of sedimentary iron-phosphorus accumulation on frequent algal bloom in the Pearl River Estuary

2007 ◽  
Vol 50 (3) ◽  
pp. 453-461
Author(s):  
HuanXin Weng ◽  
XiangWei Sun ◽  
JingFeng Chen ◽  
JianFang Chen ◽  
LiHong Chen ◽  
...  
Keyword(s):  
Algal Bloom ◽  
River Estuary ◽  
Pearl River Estuary ◽  
Potential Effect ◽  
Pearl River ◽  
The Pearl River Estuary ◽  
Phosphorus Accumulation ◽  
The Pearl River

scholarly journals TWO-DIMENSIONAL NUMERICAL ANALYSIS OF SUSPENDED SOLID IN HIJI RIVER ESTUARY

2004 ◽  
Vol 48 ◽  
pp. 1195-1200
Author(s):  
Makoto IFUKU ◽  
Kenji SAKATA ◽  
Hideko TAMAI
Keyword(s):  
Numerical Analysis ◽  
River Estuary ◽  
Suspended Solid ◽  
Two Dimensional

scholarly journals The Numerical Analysis of Tunnel Traversing Piles and Its Seismic Response in Deep Soft Soil

2022 ◽  
Vol 2148 (1) ◽  
pp. 012030
Author(s):  
Xiaomin Liu ◽  
Liwei Song ◽  
Songbao Cai ◽  
Xin Zhao ◽  
Peng Xie
Keyword(s):  
Numerical Analysis ◽  
Numerical Model ◽  
Seismic Response ◽  
Soft Soil ◽  
Large Diameter ◽  
River Estuary ◽  
Negative Influence ◽  
Diameter Pipe ◽  
Pipe Jacking ◽  
Deep Soft Soil

Abstract The Ou River estuary deposits deep soft silt and silt clay, the pipe-jacking tunnel departures from Qidu island, then passes underneath north levee road, viewing platform, Ou River and Ou River road, finally reaches the received well. The net distance between tunnel segment and the viewing platform piles is only 230mm. In order to analyze the negative influence of large diameter pipe-jacking tunnel traversing piles of viewing platform, the numerical model is established, and the levee road settlement value is found which matches with observed settlement very well. The dynamic analysis is also conducted by EI Centro seismic wave, and the result reveals that the max displacement occurs on the segment between the rear row piles of viewing platform, and the max displacement reaches 68.6mm in the earthquake.

Numerical analysis of sediment deposition in Yangtze river estuary: Insight from conceptual estuary models

2020 ◽  
Vol 104 ◽  
pp. 102372
Author(s):  
Hai-jue Xu ◽  
Zhe Huang ◽  
Yu-chuan Bai ◽  
Li-shan Su ◽  
Yu-chao Hong ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Yangtze River ◽  
River Estuary ◽  
Sediment Deposition ◽  
Yangtze River Estuary
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