scholarly journals MOVABLE-BED EXPERIMENTS OF SHANTOU HARBOR

1988 ◽  
Vol 1 (21) ◽  
pp. 91
Author(s):  
Huang Jianwei

The paper, based on the macroscopic analysis of the sediment movement, deals with the movable-bed model experiments of the coast under the combined action of the wave and tidal current. By these experiments we mainly desire to solve the problem of the way how to regulate the outer sandbar, including the rational trend of the guide dike, its length and the expected siltation amount in the navigation channel.

2020 ◽  
Author(s):  
Jiufa Li ◽  
Weihua Li ◽  
Xiaohe Zhang

<p>The development of storm-induced fluid mud is an important factor to disturb the waterway transportation. Based on the observation data of fluid mud from 2010 to 2016, the basic characteristics and dynamic factors of the storm-induced fluid mud in the North Passage of the Yangtze River Estuary are analyzed. The main conclusions are as follows: (1) The sediment composition of the storm-induced fluid mud in the North Passage has little difference with the suspended sediment, which shows high correlation with the bed sediments in the middle/lower channel and the north beach of the North Passage, but the space difference of which is weak. (2) Large-thickness fluid mud in the North Passage mainly locates in the manual dredged navigation channel, and cannot stay in the steep slope beaches. It manly distributes between IIN-C and Y channel unit where is under the protection of the south and north embankments. (3) The storm-induced fluid mud in the North Passage characterizes as three stages. The primary-stage fluid mud develops during the storm surge, characterizes as low density, blurred upper and lower interfaces. It migrates quickly following the tidal current, and can be easily weaken by the peak tidal velocity. The development-stage fluid mud mainly occurs after the storm surge, characterizes as clear upper interface, "h" type density profile, with good stability and slowly migration. The dissipation-stage fluid mud characterizes as decreasing sediment amount, increasing sediment density, fuzzy lower boundary, "L" type or multi-steps type density profile, high stability and very weak flowability. (4) The cumulative wave energy during storm surge processes is the most important factor to determine the scale of the storm-induced fluid mud in the North Passage. The stronger the cumulative wave energy, the longer duration and the larger scale of the storm-induced fluid mud will develops. In addition, the weaker tidal power during the storm surge processes is favorable to the formation of the storm-induced fluid mud in the North Passage. Stronger tidal force would cause the shorter dissipation period of the storm-induced fluid mud. (5) The mechanism that up layer tidal current disturbs the fluid mud layer that make its sediment tends to dissipation and transport to the downstream and reciprocating following the tidal current, which plays the main role during the local extinction process of the storm-induced fluid mud in the North Passage. (6) The process of the high-sediment concentration gravity flow generates in the steep slope of the beach and near-bed invades to the manual dredged navigation channel during the storm surge process, is the key process mechanism for the rapid accumulation of storm-induced fluid mud in the North Passage.</p>


2012 ◽  
Vol 212-213 ◽  
pp. 55-58
Author(s):  
Jie He ◽  
Xin Sheng Zhao ◽  
Yu Fan Zhu

Taizhou Bay is an estuary with high tidel range, middle tidal current and low sediment concentration. For the sea floor is very dense, it is stable in the usual water regimen. The numerical model is introduced to simulate the suspended sediment transport in Taizhou Bay. And the recent hydrologic data and the seabed change have been validated by the numerical model. The movement of tidal current and sediment in Dagagn Bay are simulated, and the sediment siltation in port designed is calculated by the model. The results show that the sediment source is from the shoal produced by the ebb current, and the sediment silting is decreased two-thirds by the cofferdam back of the bay, because the way of the suspended sediment is stopped by the cofferdam from the shoal to the harbor.


1964 ◽  
Vol 7 (1) ◽  
pp. 133-147
Author(s):  
Haruo Higuchi ◽  
Kozo H. Yoshida

1997 ◽  
Vol 41 ◽  
pp. 1003-1010 ◽  
Author(s):  
Kunihide UCHIJIMA ◽  
Ko TAKAGI ◽  
Yasuro IDE ◽  
Masahide KAJI ◽  
Hiroshi HAYAKAWA

2020 ◽  
Vol 9 (1) ◽  
pp. 84-88
Author(s):  
Ekaterina Sergeevna Selezneva ◽  
Maria Olegovna Gryaznova

The adaptation of plants is manifested in the preservation of their physiological functions when exposed to various extreme environmental factors. In model experiments, we examined the influence of the combined action of such factors as alcohol solutions of benzotriazole in low concentrations (0,00001; 0,0001; 0,001 mg/ml) and contrasting positive temperatures (+12C and +22C) on germinating ability and growth processes of three species of onions ( Allium sulphur , Allium fistulosum and Allium schoenoprasum ) differing in various adaptive capabilities. It was found that, regardless of the germination temperature, with an increase in the concentration of benzotriazole solutions in a selected concentration range, stimulation of seed germination is observed for all studied species compared to the control. Benzotriazole had the maximum stimulating effect at a concentration of 0,001 mg/ml when germinating seeds at a temperature of +12C. The effect on growth processes was determined by the average length of the roots of onions on the fifth day of growth. It was found that the length of the roots of onions of all studied species when germinating in benzotriazole solutions at a temperature of +12C does not significantly differ from that in the control. When germinating seeds at +22C, the root length of only two species ( Allium cepa , Allium fistulosum ) was higher than in the control. Possible mechanisms of the observed phenomenon are discussed.


2012 ◽  
Vol 204-208 ◽  
pp. 2085-2090 ◽  
Author(s):  
Rong Yao Ji ◽  
Qun Xu ◽  
Liang Wen Jia ◽  
Si Ping Mo

Hong Kong-Zhuhai-Macao Bridge will cross Lingding navigation channel in the form of immersed tunnels, with two large artificial islands to provide change-over facilities between bridge and tunnel. In order to predict the effects on the hydrodynamic environment caused by the artificial islands, the physical model for the Bridge is built to analyze the changes of the tidal level and tidal current. The experimental results show that the drag force on flow is increased and the flow section area is decreased by the two large artificial islands built in the sea. Near both ends of the artificial islands, the velocities of tidal currents increase. The opposite side of the artificial islands, there is the recirculation zone with many vortexes in different scales, which have the periodic change from formation to disappearance. Affected by the topography, hydrodynamic conditions, as well as by the position, shape and scale of the artificial islands, the changes of hydrodynamic environment caused by both the west artificial island and the east one is similar in the change rules and different in the forms.


2018 ◽  
Vol 41 ◽  
Author(s):  
Maria Babińska ◽  
Michal Bilewicz

AbstractThe problem of extended fusion and identification can be approached from a diachronic perspective. Based on our own research, as well as findings from the fields of social, political, and clinical psychology, we argue that the way contemporary emotional events shape local fusion is similar to the way in which historical experiences shape extended fusion. We propose a reciprocal process in which historical events shape contemporary identities, whereas contemporary identities shape interpretations of past traumas.


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