小型船舶船员管理工作小议

从厦门港小型船舶管理所存在的问题出发,提出了进一步完善小型船舶管理的一些思路和具体方法。     

唐山港曹妃甸工业区纳潮河斜拉桥的技术研究

纳潮河桥座落于唐山曹妃甸工业区,是河北省第一座大型斜拉桥,该桥地质条件十分复杂,桥梁结构技术含量高,施工难度大。通过总结该桥的施工技术与经验,可为同类型的桥梁施工提供参考借鉴。     

行车荷载对滨海地区低路堤沉降影响研究

在软土地基上的低路堤公路,应采取有效的处理措施,以防止在开放交通、受到交通荷载的往复作用后,出现路面不平整、路面破坏、水毁、翻浆等病害。     

做大做强江苏民营企业的对策研究

随着改革开放的进一步深入,民营企业的队伍不断壮大,成为促进社会生产力发展和建设社会主义和谐社会的重要力量。但在民营企业发展中也还存在一些不足。文章通过对江苏民营企业的发展现状分析,指出了制约江苏民营企业发展壮大的因素并提出了做大做强江苏民营企业的对策。     

Krill behaviour as recorded by acoustic doppler current profilers in the Gullmarsfjord

Vertical distribution of sound scattering layers were observed using bottom deployed acoustic doppler current profilers (ADCP) during early spring of 1996 and autumn of 1997 in the Gullmarsfjord on the Swedish west coast. Variations in relative backscatter were interpreted in relation to horizontal water velocities, oxygen saturation as well as differences in the light, salinity and temperature regimes. Net catches revealed that much of the backscatter below 20-m depth was associated with the presence of krill, principally Meganyctiphanes norvegica.Horizontal currents seemed to influence the migration and distribution of krill, which showed weak vertical migration patterns with low abundance during periods of strong intermediate in- and outflows, while during periods with weaker currents, a more regular diel migration occurred. Horizontal water velocities >5 cm s⁻¹ seemed to have the potential to decrease the peak in the backscatter profile. Mean vertical migration rates of krill was 1 cm s⁻¹, while maximum vertical migration rates were estimated to be 2.5–3 cm s⁻¹. The range of the vertical migration was different in 1997 due to severe oxygen deficiency in the bottom water, which prevented the krill from descending >80 m. The commencement of vertical migration correlated closely to the seasonal light conditions. The descent was immediately triggered by sunrise, while ascent occurred with a delay of about 1 h at sunset.     

Cooperation of Science and Management for Harmful Algal Blooms: Domoic Acid and the Washington Coast Razor Clam Fishery

Harmful algal blooms (HABs) may be increasing in frequency and intensity worldwide. Coastal economies suffer significant income losses when fisheries or beaches are closed to protect human health and subsistence fishing communities are at risk. Despite these hardships, managers must often conservatively close harvests across a wide area or for long periods, because they lack scientific information that would allow them to predict HAB events. The outer coast of Washington State has experienced several closures of the razor clam (Siliqua patula) fishery starting in 1991, due to domoic acid (DA) contamination caused by toxic blooms of the diatom Pseudo-nitzschia. Improved science-based management was needed to minimize the impact of DA on this fishery and the coastal communities that relied on it for income, tourism, and subsistence. The Olympic Region Harmful Algal Bloom (ORHAB) Partnership, comprised of state and tribal managers, scientists, and local stakeholders, evolved in response to this need; it has been successful in its mission. Here we examine ORHAB through the lens of the Institutional Analysis and Development framework, in order to identify key factors contributing to its success. The relevance of our findings for other ORHAB-like institutions in the Pacific Northwest and elsewhere is discussed.     

新时期江苏沿海港口物流发展策略探析

在对新时期江苏沿海港口物流发展中存在的主要问题诸如港口规划、需求结构、建港成本、集疏运体系、可持续发展动力等进行辩证分析的基础上提出相应策略。     

淤泥质海岸外航道淤积计算

利用水流泥沙输移方程和淤积公式建立了淤泥质海岸上外航道淤积计算公式,通过水槽实验和数值模拟对公式中的参数作了修订,公式计算结果与物模、数模、现场的资料及规范推荐的公式结果一致。     

沿岸往复流海岸电厂平面二维温排水数值模拟研究

应用Mike21FM模型对马来西亚沙巴电厂沿岸往复流海岸温排水进行了数值模拟,采用非结构化网格,率定了模型参数,建立了水动力模型,对取、排水口不同位置方案进行了数值模拟预测.分析结果显示,排水口位置的变化对温升分布影响较大,温度场几乎不因取水口位置的改变而变化;在水深较大位置进行温水排放对取水温升的控制更为有利;取、排...     

波浪作用对淤泥质河口边滩促淤后淤积影响研究

受波浪掀沙作用影响,河口边滩工程促淤效果的合理预测始终是工程泥沙研究的难题之一。在文献[1]提出的淤泥质河口边滩促淤后淤积预报模式的基础上,就波浪作用对工程促淤效果影响进行了研究。通过建立长江口—杭州湾海域的平面二维水沙数学模型和波浪模型,计算不同波浪场作用下促淤工程区泥沙淤积强度。藉此,定义了波浪作用引起的淤积影响系数k0,并建立了系数k0与相对波高(波高水深)的关系。由此,结合促淤区内分级波浪数值模拟结果,给出了综合反映促淤区1 a内各级波况的影响系数统计平均值k0,并将k0代入文献[1]提出的淤泥质河口边滩促淤后淤积预报模式,结果表明促淤区年淤积强度计算值与实测值吻合较好。