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《海洋河口湿地生物多样性》一书出版发行
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作者 郭水伙 《台湾海峡》 CAS CSCD 北大核心 2005年第1期103-103,共1页
由国家海洋局第三海洋研究所、泉州市沿海湿地资源保护和建设管理领导小组办公室为主持编写单位,13个有关单位的35位专家参与编写;并由上述研究所黄宗国研究员任主编,中国科学院资深院士刘瑞玉先生作序的《海洋河口湿地生物多样性》... 由国家海洋局第三海洋研究所、泉州市沿海湿地资源保护和建设管理领导小组办公室为主持编写单位,13个有关单位的35位专家参与编写;并由上述研究所黄宗国研究员任主编,中国科学院资深院士刘瑞玉先生作序的《海洋河口湿地生物多样性》一书,于最近由海洋出版社出版发行。 展开更多
关键词 海洋河口 湿地 生物多样性 环境保护
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预估修正法对河口海岸海洋模式稳定性的提高 被引量:6
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作者 朱建荣 杨陇慧 朱首贤 《海洋与湖沼》 CAS CSCD 北大核心 2002年第1期15-22,共8页
河口海岸海洋模式时间差分为欧拉前差格式 ,在涡动粘滞系数较小的情况下 ,模式存在着弱不稳定性。为提高模式的稳定性 ,采用预估修正法对模式中科氏力项作半隐式处理。首先在理论上证明了模式稳定性的提高 ,随后设计一个高分辨率网格 ,... 河口海岸海洋模式时间差分为欧拉前差格式 ,在涡动粘滞系数较小的情况下 ,模式存在着弱不稳定性。为提高模式的稳定性 ,采用预估修正法对模式中科氏力项作半隐式处理。首先在理论上证明了模式稳定性的提高 ,随后设计一个高分辨率网格 ,考虑实际岸线和水深、边界通量、密度梯度力和风应力 ,把模式应用于冬季渤、黄、东海环流的数值模拟 ,数值试验也证明了模式稳定性的提高。改进后的河口海岸海洋模式较成功地模拟出了冬季渤、黄、东海环流 (黑潮、台湾暖流、对马暖流、黄海暖流和沿岸流 ) 。 展开更多
关键词 河口海岸海洋模式 预估修正法 模式稳定性 渤海 黄海 东海 环流
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中国河口海岸风暴潮及海洋动力三维数值预报模型(CHINACOAST)研究Ⅰ:模型结构与设置 被引量:3
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作者 汤立群 申锦瑜 +2 位作者 刘大滨 季小梅 陈洁 《水利水电技术》 CSCD 北大核心 2009年第12期1-7,共7页
以POM为基础,采用Semi-prognostic方法对POM动量方程的压力项进行修正,以减少模型运行过程中的漂移问题;采用三重双向嵌套技术,在中国的河口及沿海建立了三重嵌套的风暴潮及三维海流、温盐数值预报模型CHINACOAST。对三维内模态基本方... 以POM为基础,采用Semi-prognostic方法对POM动量方程的压力项进行修正,以减少模型运行过程中的漂移问题;采用三重双向嵌套技术,在中国的河口及沿海建立了三重嵌套的风暴潮及三维海流、温盐数值预报模型CHINACOAST。对三维内模态基本方程、初边值条件、模型驱动力,特别是多河流入海的淡水径流和温盐边界设定、模型求解方法以及模型参数设置等作了较为详细的介绍。 展开更多
关键词 中国河口海岸风暴潮及海洋动力三维数值预报模型 风暴潮 海洋动力 数值预报
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胶南近岸海域三维潮流数值模拟 被引量:14
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作者 张学庆 孙英兰 《中国海洋大学学报(自然科学版)》 CAS CSCD 北大核心 2005年第4期579-582,共4页
为胶南海域沿岸污水排海选址,海洋环境管理提供动力条件,基于变边界河口、陆架、海洋(ECOM)模式,模拟了胶南近岸海域三维潮流场。研究海域水平最大流速在斋堂岛水道,量值为1.0m/s。垂直流速表现为底层大,表层小的特点,其最大值分别为25.... 为胶南海域沿岸污水排海选址,海洋环境管理提供动力条件,基于变边界河口、陆架、海洋(ECOM)模式,模拟了胶南近岸海域三维潮流场。研究海域水平最大流速在斋堂岛水道,量值为1.0m/s。垂直流速表现为底层大,表层小的特点,其最大值分别为25.38×10-4m/s和9.9×10-4m/s。计算结果与实测结果符合良好,较好地刻画了胶南近岸海域M2分潮潮流场的时空分布特点。 展开更多
关键词 胶南近海 河口、陆架、海洋模式 变边界 三维
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The Marine Dynamics and Changing Trend off the Modern Yellow River Mouth 被引量:5
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作者 WANG Nan LI Guangxue +3 位作者 XU Jishang QIAO Lulu DADA Olusegun A. ZHOU Chunyan 《Journal of Ocean University of China》 SCIE CAS 2015年第3期433-445,共13页
Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension num... Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension numerical model (MIKE 21) to reveal the tidal and wave dynamics in 2012, and conducts comparative analysis of the changes from 1996 to 2012. The results show that M2 amphidromic point moved southeastward by 11 kin. It further reveals that the tides around the Yellow River mouth are relatively stable due to the small variations in the tidal constituents. Over the study period, there is no noticeable change in the distribution of tidal types and tidal range, and the mean tidal range off the river mouth during the period studied is 0.5-1.1 m. However, the tidal currents changed greatly due to large change in topography. It is observed that the area with strong tidal currents shifted from the old river mouth (1976-1996) to the modem river mouth (1996-present). While the tidal current speeds decreased continually off the old river mouth, they increased off the modem river mouth. The Maximum Tidal Current Speed (MTCS) reached 1.4 m s-1, and the maximum current speed of 50-year return period reached 2.8 m s-1. Waves also changed greatly due to change in topography. The significant wave height (H1/3) of 50-year return period changed proportionately with the water depth, and the ratio of Hi/3 to depth being 0.4-0.6. H1/3 of the 50-year return period in erosion zone increased continually with increasing water depth, and the rate of change varied between 0.06 and 0.07myr-1. Based on the results of this study, we infer that in the future, the modem river mouth will protrude gradually northward, while the erosion zone, comprising the old river mouth and area between the modern river mouth and the old river mouth (Intermediate region) will continue to erode. As the modem river mouth protrudes towards the sea, there will be a gradual increase in the current speed and decrease in wave height. Conversely, the old river mouth will retreat, with gradual decrease in current speed and increase in wave height. As more coastal constructions spring up around the Yellow River mouth in the future, we recommend that variation in hydrodynamics over time should be taken into consideration when designing such coastal constructions. 展开更多
关键词 Yellow River mouth tidal dynamics WAVE numerical simulation change trend 50-year return period
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Salinity Tolerance and Growth Response of Juvenile Oreochromis mossambicus at Different Salinity Levels
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作者 KhalidJamil MuhammadShoaib +1 位作者 FaisalAmeer LINHong 《Journal of Ocean University of China》 SCIE CAS 2004年第1期53-55,共3页
Juveniles of Oreochromis mossambicus with initial wet weights of 0.0382±0.0859 g and initial total lengths of 0.735 ±1.425 cm were tested for their salinity tolerance. The juveniles were subjected to five sa... Juveniles of Oreochromis mossambicus with initial wet weights of 0.0382±0.0859 g and initial total lengths of 0.735 ±1.425 cm were tested for their salinity tolerance. The juveniles were subjected to five salinity levels for a period of seventy five days. These salinity levels correspond to the salinities found along the creek and in estuarine regions. Each set of experiments was conducted at a fifteen day intervals. The weight, length and survival rate were calculated. No mortality was observed at salinity levels 0, 5, 10 and 15, while the juveniles faced slight mortality at 20 in the same environmental conditions, including the diet. There was no significant difference in specific growth rate at all salinity levels. The juveniles of O. mossambicus could survive up to 20 salinity. These results suggest that this species can grow and be exploited commercially in brackish waters, rivers and estuarine regions. 展开更多
关键词 salinity tolerance GROWTH Oreochromis mossambicus
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