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工程水文资料是大型港口建设前期必须掌握的基础材料。本文以莫桑比克马库泽港口工程水文现场调研中流域界定和现场示踪沙试验为例,提出了在资料匮乏的不发达地区进行水文调研的一些方法和要点,供类似水运工程建设参考。 相似文献
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为满足天津南港LNG船舶通航需求及保障港区船舶通航安全,根据南港港区特定的气象、水文及通航环境特点,文章分析了LNG船舶进出南港航道的符合性,制定了LNG船舶进港的限定条件。实践结果表明,所提出的通航安全限定条件合理可行。 相似文献
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利用现场实测海洋动力、滩面泥沙、地质分布和工程泥沙等资料,并收集临近航道的资料及成果,采用类比法进行了综合性的比较论证分析,提出了天津南港工业区拟建通海航道的可行性论据,为航道工程的设计与建设提供了科学依据. 相似文献
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利用数值模拟、现场中子活化示踪、室内水槽试验及现场实测水文、泥沙资料分析等方法,对黄骅港抛泥区的泥沙运移规律进行了较全面的研究,为黄骅港一期工程航道疏浚扫泥区的确定提供了科学依据。 相似文献
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在现场实测水文泥沙资料的基础上.本文通过水文泥沙分析、二维潮流数学模型计算、泥沙淤积计算及泥沙淤积物理模型试验等手段.对煤港工程泥沙淤积问题进行了分析研究.弄清了港址附近海域泥沙来源、泥沙特性及水流泥沙运动规律.对煤港方案泥沙淤积量进行了预报.从泥沙淤积角度论证了煤港建设的可行性. 相似文献
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黄河“兰州段”骚狐子浅滩航道整治研究 总被引:1,自引:1,他引:0
本文依据黄河“兰州段”水文、泥沙、地形等实测资料,通过河床演变分析、物理模型试验等,揭示了该河段骚狐子浅滩的河床演变规律及成滩原因.在得出该河段航道整治所需的各特征值基础上,确定出技术上可行、经济上合理的整治工程方案. 相似文献
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海洋工程建设中涉及风、波浪、潮汐、海流等多种要素,且多时段观测得到了大量数据,这对数据的管理及分析处理造成不小的麻烦。面对大量实测的海洋数据,如何提供既安全又经济的海洋环境条件设计标准,对于海洋工程建设与开发都是至关重要的。依据RZ海洋站1980年至1994年观测数据,针对过去用传统的手工整理分析水文资料繁琐费力、效率低、计算精度不高的弊端,探讨了利用数据库与MATLAB、Delphi等程序设计语言混合编程的可行性,提出了实现从数据库提取数据到统计分析直至图形绘制的自动化方案,分别以风、浪玫瑰图以及常见极值分布和潮位历时累积频率曲线的绘制为例,完成程序的设计工作。 相似文献
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枢纽工程中的泄水闸,在一个水文年度中,依上游径流量的大小有多种开启方式。不同的开启方式,会在闸下产生不同的流场,影响船闸口门区的水流条件。归纳了枢纽工程中有关泄水闸开启方式的研究成果并提出一些原则建议。 相似文献
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Hajime Yamaguchi Hiroharu Kato Kazuyuki Matsuda 《Journal of Marine Science and Technology》1996,1(4):198-208
Sound pressure distribution around a monotone sound source was measured inside a marine propeller cavitation tunnel and compared
with the calculated result by a two-dimensional boundary element method. The measured sound pressure distribution showed some
peaks due to the reflection effect of the tunnel test section boundary. As the frequency increased, the sound pressure distribution
became more complicated, showing more peaks. The tunnel reverberant effect should be taken into account when the noise data
measured in the tunnel are converted into full-scale values. In the boundary element method calculation, the boundary condition
at the acrylic observation window of the tunnel was examined in detail. The calculated sound pressure distribution pattern
in the tunnel transverse section agreed well with the measured distribution when a reasonable boundary condition was adopted.
The boundary element method is an effective method for theoretically predicting the acoustic field inside the cavitation tunnel
if the precise boundary condition is adopted. 相似文献
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在支流入汇河口地区建设航电枢纽既有一般枢纽普遍存在的共性问题,又有支流人汇对于流壅水顶托的影响,这种影响是一个非线形动力学过程。以某河段拟建航电枢纽为例,借助神经网络处理非线形问题的优势,利用实测水文资料作为学习样本,建立了预测枢纽尾水位的BP数学模型。用该模型预测了枢纽三种调水方式下枢纽上、下游的水位落差,评价了枢纽建成后支流入汇对枢纽的出力、泄流能力和通航等方面的影响,为工程设计提供了依据。 相似文献
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In this paper, the condition and the behavior of an installed and operating Modular Floating Structure (MFS) is investigated and assessed by harnessing field monitoring data and using collectively multiple Correlation Coefficients (CCs) between measured quantities. The examined MFS consists of five pairs of interconnected floating concrete modules and it functions as a floating breakwater. The field monitoring data are acquired through a sensor network deployed on one pair of modules (connected through two groups of connectors) of the MFS. A methodological data processing framework for data organization, manipulation and post-processing is developed and presented. This framework enables the quantification of the structure's condition at different time periods through the calculation of CCs: (a) between the incident wave height and the tensions of the mooring lines and (b) between the tensions of the mooring lines, considering various wave directions. Recorded data at three characteristic time periods during the structure's lifetime are used, namely: (i) before any failure (structure's initial condition), (ii) after the failure of the first connectors' group and (iii) after the failure of the second connectors' group. The data processing framework developed in the present paper is applied to the above recorded data in order to calculate CCs and, therefore, quantify the structure's condition, at the three aforementioned time periods. The quantification of the structure's initial condition resulted to conclusions that were consistent from a physical point of view with the most recently documented, available in-situ mapping of the mooring lines' configuration in the horizontal plane. By considering the structure's initial condition as a reference base for comparison, the effect of the connectors' failure on the CCs, used to quantify this condition, was also investigated and efficiently assessed. Specifically, the significant changes observed in the variation patterns of all examined CCs, when compared with their respective patterns corresponding to the structure's initial condition, demonstrated and confirmed the existence of significant reformation of the examined structural system resulting from the connectors' failure. In this way, the effectiveness of the joint utilization of CCs to assess the structure's condition was proved. 相似文献