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潮汐海域电厂不同取排水布置方式环境影响分析 被引量:6
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作者 张新周 窦希萍 +3 位作者 陈黎明 李褆来 高祥宇 李祥 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2019年第4期718-723,共6页
为对比分析取排水工程不同布置方式对环境影响的程度,本文通过自主开发的潮汐海域水动力水质模型研究了潮汐水域不同排水布置方式(管道深水区排水和半淹没式明渠排水)的流场变化和温排水影响。考虑管道和明渠排水方式和表面散热特征的不... 为对比分析取排水工程不同布置方式对环境影响的程度,本文通过自主开发的潮汐海域水动力水质模型研究了潮汐水域不同排水布置方式(管道深水区排水和半淹没式明渠排水)的流场变化和温排水影响。考虑管道和明渠排水方式和表面散热特征的不同,自主开发了潮汐海域水动力水质模型,并用于研究潮汐水域不同排水布置方式(管道深水区排水和半淹没式明渠排水)的流场变化和温排水影响。研究结果表明:明渠和管道排水对周围流场的影响仅限于工程附近局部区域。半淹没式明渠浅水区排水对周围流场的影响要大于管道排水,温水影响范围较大,主要集中于近岸区域。管道深水区排水,温水团距离岸线较远,呈条带状分布,温水影响范围相对较小。若管道排水口和取水口处于同一流路上,管道排水对取水口的影响较大。电厂取排水工程采用深水区差位式布置既可减少电厂温排水影响范围,又能有效降低温排水对取水口的影响程度,研究成果可为类似电厂取排水工程设计提供参考。 展开更多
关键词 潮汐海域 电厂 取排水工程 布置方式 影响分析 数学模型 管道排水 明渠排水
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Numerical Study on Tides in the Taiwan Strait and its Adjacent Areas 被引量:3
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作者 朱佳 胡建宇 +4 位作者 张文舟 曾淦宁 陈德文 陈金泉 商少平 《Marine Science Bulletin》 CAS 2009年第2期23-36,共14页
Diurnal and semi-diurnal tides in the Taiwan Strait and its adjacent areas are calculated by using a two-dimensional finite-difference model. Compared with data of more than 20 observation stations around the Taiwan S... Diurnal and semi-diurnal tides in the Taiwan Strait and its adjacent areas are calculated by using a two-dimensional finite-difference model. Compared with data of more than 20 observation stations around the Taiwan Strait, the model-produced results agree quite well with those of previous researches using observational data from coastal tidal gauge stations. According to the results, the co-tidal and co-range charts are given. Furthermore, the characteristics of 8 major tidal constituents have been uminated respectively. The result shows that: (1) The tide motion can be attributed to the interaction between the degenerative rotary tidal system in the north and the progressive tidal system in the south. (2) The southward and northward tidal waves of semi-diurnal tide converge in the middle of the Taiwan Strait while the diurnal tidal waves propagate southwestward through the Taiwan Strait and the Luzon Strait. (3) The maximum amplitude of semi-diurnal tides exists at the area between the Meizhou Bay and Xinghua Bay, and that of diurnal tides appears in the region to the east of the Leizhou Peninsula, (4) The patterns of co-tidal and co-range charts of N2, K2 and P1, Q1 tidal constituents are similar to those of M2, S2 and K1 O1 tidat constituents, respectively 展开更多
关键词 Taiwan Strait and its adjacent areas tidal characteristics MODEL
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Numerical simulation of construction project environmental impact on the tides and tidal currents in Aojiang offshore of Wenzhou
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作者 吕和娜 汪一航 +2 位作者 张钊 单慧洁 岳云飞 《Marine Science Bulletin》 CAS 2014年第2期13-27,共15页
This paper have collected the measured tides and certain tidal current data in different stages of many projects during past three to five years near the Aojiang River. The harmonic method is used to analyze tide and ... This paper have collected the measured tides and certain tidal current data in different stages of many projects during past three to five years near the Aojiang River. The harmonic method is used to analyze tide and tidal current data observed at five stations in the sea adjacent to Aojiang River. The results show that the tide is mainly regular and semidiumal in the sea near Aojiang of Wenzhou. The tidal amplitudes of M2 constituent are between 170 cm - 193 cm and the lags are between 260~ - 280~, According to the comparison of analytical results of harmonic constants of these stations in 2007, 2010 and 2011, the maximum change of tidal amplitudes and phase-lag range for the main semidiurnal tides (M2, $2, N2), the diurnal tide (K1, O1) and the shallow water tide (M4, MS4, M6) are 1.8 cm - 4.4 cm and 3~ - 7~, respectively. After analyzing the tide and tidal current characteristics of Aojiang River, this paper uses an unstructured grid and Finite-Volume Coastal Ocean Model (FVCOM) to test the results of simulation. The simulated results agree well with the measured data. The new shoreline and depth which are produced by the construction projects closed in important major years, and the tide and tidal current field for the new shoreline and depth are constructed, which describe the superimposed influences of construction engineering in Aojiang estuary. 展开更多
关键词 Aojiang estuary tide and tidal current environmental impact numericalsimulation POST-EVALUATION
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Effects of internal tidal dissipation and self-attraction and loading on semidiurnal tides in the Bohai Sea, Yellow Sea and East China Sea: a numerical study 被引量:5
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作者 滕飞 方国洪 徐晓庆 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2017年第5期987-1001,共15页
A parameterized internal tide dissipation term and self-attraction and loading(SAL) tide term are introduced in a barotropic numerical model to investigate the dynamics of semidiurnal tidal constituents M_2 and S_2 in... A parameterized internal tide dissipation term and self-attraction and loading(SAL) tide term are introduced in a barotropic numerical model to investigate the dynamics of semidiurnal tidal constituents M_2 and S_2 in the Bohai Sea, Yellow Sea and East China Sea(BYECS). The optimal parameters for bottom friction and internal dissipation are obtained through a series of numerical computations. Numerical simulation shows that the tide-generating force contributes 1.2% of M_2 power for the entire BYECS and up to 2.8% for the East China Sea deep basin. SAL tide contributes 4.4% of M_2 power for the BYECS and up to 9.3% for the East China Sea deep basin. Bottom friction plays a major role in dissipating tidal energy in the shelf regions, and the internal tide eff ect is important in the deep water regions. Numerical experiments show that artifi cial removal of tide-generating force in the BYECS can cause a signifi cant dif ference(as much as 30 cm) in model output. Artifi cial removal of SAL tide in the BYECS can cause even greater diff erence, up to 40 cm. This indicates that SAL tide should be taken into account in numerical simulations, especially if the tide-generating force is considered. 展开更多
关键词 TIDES tidal energy internal tide dissipation self-attraction and loading tide Bohai Yellow and East China Seas (BYECS)
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