我国浅海滩涂资源开发与对策     

郑培迎 《海岸工程》1995,14(2):42-49

我国浅海滩涂开发已成为海洋开发的战场和向深海远洋挺进的桥头堡，但存在管理混乱，资源浪费和破坏严重，争抢资源等海事纠纷上升，海洋劳力素质和劳效下降等问题，应采取优化资源配置，加强政策立法，重视科技投入，强化综合管理等对策，促其健康发展。  相似文献   

Circulations east of Taiwan and in East China Sea and east of Ryukyu Islands during early summer 1985     

Yuan Yaochu  Cho-teng Liu  Pan Ziqin  Shi-pei Zheng 《海洋学报(英文版)》1996,15(4):423-435

Ｃｉｒｃｕｌａｔｉｏｎｓ　ｅａｓｔ　ｏｆ　Ｔａｉｗａｎ　ａｎｄ　ｉｎ　Ｅａｓｔ　Ｃｈｉｎａ　Ｓｅａ　ａｎｄ　ｅａｓｔ　ｏｆ　Ｒｙｕｋｙｕ　Ｉｓｌａｎｄｓ　ｄｕｒｉｎｇ　ｅａｒｌｙ　ｓｕｍｍｅｒ　１９８５ＹｕａｎＹａｏｃｈｕ；Ｃｈｏ－ｔｅｎｇＬｉｕ；Ｐ...  相似文献   

Comparative research on karyotype in three species of Arcidae     

Zheng Jiasheng  Wang Meilin  Guo Danhong  Xu Ximin  Gao Qinglan 《海洋学报(英文版)》1996,15(4):529-538

ＣｏｍｐａｒａｔｉｖｅｒｅｓｅａｒｃｈｏｎｋａｒｙｏｔｙｐｅｉｎｔｈｒｅｅｓｐｅｃｉｅｓｏｆＡｒｃｉｄａｅＺｈｅｎｇＪｉａｓｈｅｎｇ；ＷａｎｇＭｅｉｌｉｎ；ＧｕｏＤａｎｈｏｎｇ；ＸｕＸｉｍｉｎｄａｎｄＧａｏＱｉｎｇｌａｎＡｂｓｔｒａｃｔ：Ｂｙａｉｒ－...  相似文献   

栉孔扇贝Chlamys farreri(Jones & Preston,1904)染色体核型   总被引：3，自引：0，他引：3  

王梅林  郑家声  余海 《中国海洋大学学报(自然科学版)》1990,(1)

以鳃为材料,用秋水仙素—低渗—空气干燥制片方法,研究栉孔扇贝染色体核型,得出2n=38,NF=76,其中中部着丝点染色体3对,亚中部着终点染色体5对,亚端部着丝点染色体11对。与日本沿岸栉孔扇贝染色体数目相同,但核型不同。  相似文献   

A reliable and sensitive closing gear     

Lin Yuhui  Guo Qingbai  Lian Guanshan  Zheng Baoxing 《海洋学报(英文版)》1989,8(2):313-313

The model QQC_(2-2) plankton net closing gear is a device designed to control the stratifiedsampling of the plankton net by means of a messenger. The device in its fie1d use has met with98% success in 766 times of strtified sampling of plankton at 157 stations during separatesurveys of Fujian coast zone, the Taiwan Strait, and the central section of the South China Sea,  相似文献   

In-Situ Observation of Fluid Mud in the North Passage of Yangtze Estuary, China   总被引：1，自引：0，他引：1  

李九发  万新宁何青应铭  时连强S.M.Hutchinson 《中国海洋工程》2004,18(1):149-156

Observations of fluid mud were made in the lower North Passage of the Yangtze Estuary in February 2000, on 10 -11 August 2000, on 30 - 31 August 2000 (after two strong typhoons), on 21 - 24 August 2000 (neap tide) and on 3 -6 September 2000 (mean tide) respectively. In situ data show that the fluid mud in this area consists of fine cohesive sediment (median size 7.23 μm). The formation and movement of fluid mud varied during the neap-spring and flood-ebb tidal cycle. Observations suggest that fluid mud phenomena in this area may be categorised in a three-fold manner as slack water, storm and saltwedge features. The thickness of the fluid mud layer of slack water during the neap tide ranged from 0.2 to 0.96 m, whereas during the mean tide, the thickness ranged from 0.17 to 0.73 m, and the thickness of the fluid mud layer was larger during slack water than at the flood peak. Shoals cover an area of 800 km^2 with a water depth smaller than 5 m. Erosion of these extensive intertidal mudflats due to storm action provides an abundant sediment source. This is particularly significant in this estuary when the tidal level is lower than 5 m. The lower North Passage is a typical zone of saltwater wedging, so the saltwedge fluid mud has the most extensive spatial range in the estuary.  相似文献   

光生物反应器中光衰减特征与螺旋藻生长动力学研究   总被引：3，自引：0，他引：3  

徐明芳  周远志  区德洪 《海洋科学》2001,25(11):32-37

分析了光照强度在光生物反应器中的分布特征，结果表明，当光波长及光传播的路径确定时，光生物反应器中光衰减特征主要受培养物生物量浓度的影响，由回归的模型对实验数据的拟合可分析光衰减特征与培养物生物量浓度的相关性，为光生物反应器中平均光照强度的确定奠定基础。在光生物反应器中，当营养底物和环境温度不是螺旋藻生长限制因子时，通过平均光照强度对螺旋藻比生长速率的影响分析，结果表明，在实验条件下，螺旋藻比生长速率与平均光照强度的动力学模型可用Aiba光生长抑制方程描述，光亲和系数Ks为238.29umol/(m^2.s)，光抑制系数Ki为0．00493s.m^2/umol，光生物反应器中螺旋藻生长的饱和光照强度出现在190－272umol/(m^2.s)的范围内。  相似文献   

龙口的海风及其影响   总被引：4，自引：0，他引：4  

薛德强  赵绪孔 《海洋湖沼通报》1995,(3):1-9

本文运用龙口气象站近５年自记风资料及实测探空资料，分析了龙口海风的生消规律、海风强度、空间结构及海风生成后对温、湿度的影响。同时为分析海风环流对大气污染物的影响。本文提出了一个简单地计算热内边界层的方法。  相似文献   

福清湾北部及其以东近岸海域沉积环境和沉积特征     

郑承忠 《台湾海峡》1997,16(4):386-392

本文对福清湾北部及其以东近岸海域的地质地貌，潮流和波浪等沉积环境因素，以及对沉积物和悬浮泥沙的粒度，矿物特征进行研究，认为福清湾为溺谷型的半封闭潮汐汊道海湾存在着较大的潮差和潮流流速，沉积物沿潮流方向呈东粗西细和岸边细、向海变粗的潮流分异特征，潮流控制着沉积物的布局，而属于潮控的浅海沉积环境。  相似文献   

Analysis of Offshore Oil Pipeline Floating Laying     

Liang Zheng Lecture  Southwest Petroleum Institute  Nanchong  Sichun Province 《中国海洋工程》1994,(1)

-Based on the calculation model for the floating laying of the offshore oil pipeline, this paper analyses in detail the internal force, and deformation of the pipeline under a definite structural form (pipeline and buoy) and the way of pulling. The obtained results can be used for the buoy deployment, structure design, and the determination of pulling parameters (the pulling force of the cable and its length, etc.), providing an effective analysis method for floating pipeline-laying. A calculation example is given to show the related calculation process and the main results are analyzed and discussed.  相似文献