城市部件调查作业的质量控制   总被引：1，自引：0，他引：1  

冉延学  王永强  冀广亚 《河南测绘》2009,(3):27-28

城市部件调查是对城市基础设施进行的全面普查,调查测绘公用设施、道路设施、市容环境、园林绿化和建筑物等五大类。为确保城市部件调查的圆满完成,为数字城市建设提供准确、律实的信息,调查的质量控制工作必不可少。  相似文献   

《浙江测绘》编辑部启事     

《浙江测绘》2009,(3):F0003-F0003

为提高《浙江测绘》刊用稿件质量,现就来稿书写格式要求等作以下规定：1．总体要求 纸型：A4;文档格式：MierosoftWord;字体：宋体;字间距：标准间距;行距：固定值为20磅,段前、段后问距均为0;首行缩进：2个字符;分栏方式：不分栏。  相似文献   

Numerical Simulation of Water Level Under Interaction Between Runoff and Estuarine Dynamics in Tidal Reach of the Yangtze River     

雷智鹢  张金善  孔俊 《中国海洋工程》2009,23(3):543-551

The Yangtze Estuary, the largest estuary in China, is under an obvious interaction between runoff and astronomical tide. The research on the interaction is very important for the exploitation and utilization of water resources in this area. A horizontal 2D hydrodynamic numerical model is established and verified in the present study with the modeling range from Datong to the Yangtze Estuary. Based on the comparison of high water levels under the interaction between different runoff and estuarine dynamics, s...  相似文献   

Theoretical Analysis of A Buoyant Jet Interacting with Small Amplitude Waves   总被引：1，自引：0，他引：1  

Hung-Chu HSU  Yang-Yih CHEN 《中国海洋工程》2009,23(1)

A new theoretical solution is presented here for the dynamic characteristics of a buoyant jet due to opposing small amplitude waves.The conservation equations of mass,tangential momentum and vertical momentum are solved by the integral method which encompasses the Gaussian profiles of velocity and density.The action of waves is incorporated into the equations of motion as an external force and a new exact solution is obtained to predict the trajectory,velocity distribution and boundary thickness of the buoyant jet over an arbitrary lateral cross section.It is found that the velocity along the centerline is inversely proportional to the ratio of the momentum of the wave to the buoyant jet.The averaged boundary width varies with the fluctuation of the boundary width,the distance from the orifice and the velocity correction function.Owing to the motion d waves,the fluctuation of the boundary width is proportional to the wave steepness.  相似文献   

Analyses of the long-term salinity variability in the Bohai Sea and the northern Huanghai(Yellow) Sea     

YUHuaming  BAOXianwen  L&#;Cuilan  CHENXu''en  KUANGLiang 《海洋学报(英文版)》2009,28(5):1-8

Based on the comprehensive collection of the field observed salinity of the Bohai Sea (BHS) and the northern Huanghai Sea (NHS) from the 1950s to the present,the patterns of 10-years-averaged salinity at the different layers in the recent five decades (the 1950s,the 1960s,the 1970s,the 1980s and the 1990s) are obtained by the spatial-temporal interpolation technique with the scrupulous data quality control in this study.Then,by combining the spatial-temporal interpolation technique with successive correction method,the annual distributions of salinity both in the BHS and in the NHS are obtained as well.The data analyses indicate that the overall salinity in the BHS and the NHS increases from the 1960s till the present,with the increase of annual mean salinity of 0.04 psu from the 1950s,and the maximum increase rate of salinity is about 0.14 psu/a in the Bohai Bay.The high salinity tongue extended significantly from the NHS into the BHS.The intensified eastern wind field is related to the western intrusion of the NHS warm current,which probably leads to the moving forward of the high salinity water mass into the BHS.However,it is rather different from the salinity distribution characteristics between the 1950s and the 1960s.The extensive precipitation in the 1960s could lead to an increase in the discharge of the Huanghe River,which might result in the decrease of salinity in the BHS.But the salinity isoline of 32 in the NHS still extended significantly into the BHS in the 1960s.Since the 1980s,the patterns of salinity distribution have changed thoroughly.The salinity in the central area of the BHS was low,while the salinity in the Bohai Bay and the Liaodong Bay was higher than the other regions with its horizontal salinity gradient decreasing in the 1980s.The Empirical Orthogonal Function Analysis (EOF) is also conducted to study the interannual salinity variability of the BHS and the NHS.The correlation coefficient between the time coefficient series of the main mode and the Huanghe River discharge can reach -64.57%.It can be concluded that salinity variation of the BHS and the NHS has strong negative correlation with the Huanghe River discharge.  相似文献   

广东博贺澙湖潮滩的冲淤变化及其动力作用分析     

戴志军  韩震  陈锦辉 《海洋科学》2009,33(4):29-33

基于遥感技术,对反映17 a来博贺澙湖的5景遥感影像定量反演潮滩水边线,在此基础上推算澙湖潮滩的沉积与冲刷速率,同时对引起潮滩变化的动力作用进行探讨,结果表明博贺澙湖的潮滩以淤展为主,其中处于开敞地段的澙湖潮滩出现冲刷,遮蔽岸段的澙湖潮滩淤积,控制澙湖潮滩变化的主要因子是包括圈围潮滩成盐田、虾池以及鱼塘等的人类活动.  相似文献   

江苏吕四海岸沉积动力特征及侵蚀过程   总被引：1，自引：0，他引：1  

哈长伟  陈沈良  张文祥  谷国传 《海洋通报》2009,28(3)

海岸侵蚀与水动力之间有着密切的关系.基于现场调查和资料收集,探讨了吕四海岸地貌、水动力、泥沙运动以及沉积与动力之间的响应.研究结果表明,风浪和潮流是塑造吕四海岸的主要动力.风浪年内变化按向岸风频率可分为高频期(10 月至翌年 1月)、转频期(2 月、3 月和 9 月)和低频期(4～8月)三个时期.风浪高频期,潮滩冲蚀,物质粗化;低频期,潮滩淤积,物质细化;转频期,时冲时淤,动态稳定.潮流作用主要表现为输沙淤滩和侧蚀滩脚.在风浪高频期,滩脚同时受到风浪冲蚀和潮流侧蚀,向岸后退,使吕四岸段成为隐性侵蚀型海岸.岸滩塑造对沉积动力响应显著,东部处于滨岸环境,在潮流和风浪的作用下,沉积物由岸向海变粗;西部还受径流影响,处于滨岸-河口环境,物质由岸向海变细.在水动力要素中,风浪是导致岸滩侵蚀的主控动力,而潮流则是近岸泥沙进行滩槽滩槽交换和循环输运的输运动力.  相似文献   

镉和汞两种重金属离子对四角蛤蜊的急性毒性   总被引：7，自引：1，他引：6  

王晓宇  王清  杨红生 《海洋科学》2009,33(12):24-29

采用毒理学实验方法,比较研究了Cd~(2+)和Hg~(2+)对四角蛤蜊(Mactra veneriformis Reeve)急性毒性效应的差异,以期为进一步评价重金属离子对四角蛤蜊的毒性效应和作用机理等提供理论依据.死亡概率单位和实验液浓度对数的线性回归分析表明,Cd~(2+)对四角蛤蜊在24、48和96 h的半致死浓度(LC_(50))分别为15.961、5.149和2.383 mg/L,Hg~(2+)的LC_(50)分别为3.714、0.607和0.207 mg/L;Cd~(2+) 和Hg~(2+) 对四角蛤蜊的安全质量浓度分别为0.023 8 mg/L和0.002 1 mg/L,分别是我国渔业水质标准(GB11607-89)限定量的4.76倍和4.02倍.  相似文献   

渤海湾水生态环境现状和海岸带开发对其的影响研究   总被引：2，自引：0，他引：2  

聂红涛  陶建华 《海洋通报(英文版)》2009,11(2):81-96

由于沿海地区经济迅速发展,越来越多的陆源污水排入渤海湾,渤海湾生态环境系统承受着巨大的压力。本文建立了渤海湾生态环境的多级指标体系,并根据2003年至2005年多次渤海湾监测资料对其现状进行了分析;然后进一步研究了由于围海造地、海水淡化等开发工程引起的近岸海域水动力条件和污染物输移的变化。结果表明,陆源污染物大量排放、沿海开发活动加剧是影响渤海湾水生态环境的主要原因。沿海围垦不仅导致潮通量减少,潮流作用减弱,而且影响近岸海域污染物的输移和分布。海水淡化高浓度盐水的排放也对近岸海域的水生态环境造成很大的影响。  相似文献   

近年来长江河口北支水沙特性与河槽稳定性分析   总被引：3，自引：0，他引：3  

冯凌旋  李九发  戴志军  闫虹  赵建春 《海洋学研究》2009,27(3):40-47

根据崇头、青龙港、三条港和连兴港1950～2001年潮汐潮流观测资料和2005年6～7月的大、中、小潮及2007年5月5～10日沿北支河槽进行的两个连续潮周期水、沙、盐的现场观测数据并结合参考2005年的实测地形图.通过对长时间序列(1950～2001年)的分流比、年均流量、潮位、潮历时等数据的整理分析并与近期(1998～2005年)的水文特征值比较,发现随着北支分流量逐渐减少,河槽内强烈的潮波已成为影响北支河槽不稳定的主要因素;青龙港近年来(1998～2005年)平均高、低潮位出现增高,比多年(1950～2001年)平均高、低潮位分别高出15和17cm,是北支河床近年来持续性淤浅的体现;大潮期间北支河槽涨潮含沙量无论量值还是扩散强度均大于落潮,明显表现出河口涨潮槽具有的泥沙运动规律.自2001年以来除少数年份的小潮汛外,均表现出明显的涨潮优势,其中2002年3月大潮的潮量优势流仅为9.42%,显示出涨潮优势十分明显,说明北支河槽近几年来正朝着衰退的过程发展;2005年北支河槽-2、-4和-6 m等深线均呈喇叭状,闭合端指向上游,符合涨潮槽的几何形态;再从河槽类型系数(λ)看,大潮期间λ值均大于1,最大值为31.1,涨潮槽特征显著;而洪季中、小潮各测站λ值均小于1,最小值为0.000 3,A、B两测站在大潮时λ值均大于1,而小潮时又都小于1,显示北支河槽虽主要表现为涨潮槽的特征,但洪季受径流和潮汛影响,其涨潮槽特性不稳定.总体而言,目前北支河槽为一条不稳定的废弃型涨潮槽.  相似文献