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本文通过ＣＳ─５００型智能回声测深仪与ｍｓ─４８型（英国产）回声测深仪在长江三峡河段的同步测验，对ＣＳ—５００型智能回声测深仪的仪器性能、测深精度、智能化程度以及整机可靠性进行了综合检验。检验结果认为，ＣＳ—５００型智能回声测深精度优良，自动化程度高，是目前取代普通回声测深仪在长江三峡河段测深的新一代测深产品。 相似文献
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利用GPS导航信号进行水下地形测量的时间同步 总被引：4，自引：1，他引：4
介绍了应用GPS接收机输出的导航信号用于水下地形测量时间同步的原理，并分别讨论了用于模拟测深仪、数字化／模拟测深仪和数字测深仪的同步方法。 相似文献
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本文通过ＣＳ－５００型智能回声测深仪与ｍｓ－４８型（英国产）回声测深仪在长江三峡河段的同步测验，对ＣＳ－５００型智能回声测深仪的仪器性能，测深精度，智能化程度以及整机可靠性进行了综合检验，检验结果认为，ＣＳ－５００型智能回声测深精度优良，自动化程度高，是目前取代普通回声测探仪在长江三峡河段测深的新一代测深产品。 相似文献
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一、概述随着大规模集成电路和计算机技术的飞速发展,微型计算机迅速崛起,并被广泛应用于各类科技领域。回声测深仪作为海(河)上测量、导航仪器,必须朝着“智能化”方向发展。1983年1月《Sea Tchnology》(海洋技术)杂志撰文题为“Echo Sounder Morento the Microprocessor Age”(回声测深仪进入微处理机时代),文中指出国外已开始使用微型计算机实现回声测深仪中央控制和信息处理。同时,在回声测深仪终端设备上采用CRT屏幕显示和一种不但能记录传统水深曲线,而且能打印记录测量点编号、深度, 相似文献
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本文介绍了一种回声测深仪，对系统构成，功能特点，实现方法概要的描述，并系统要用的信号处理技术进行了简要分析。 相似文献
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双频测深仪在海底浅层物质分类中的应用 总被引：1，自引：0，他引：1
双频测深仪在进行水深地形测量的同时，通过对声波透射信号的分析，可以判别海底浅层物质类型属性。介绍了声波透射地层的物理特性和测量方法，列举了工程测量中双频测深仪的模拟记录和数字记录的图像，对典型的悬浮淤泥、软泥、沙质和基岩的浅层资料进行了分析，并比较了地质取样资料，说明使用双频测深仪判别海底浅层物质类型是可行的。 相似文献
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日前,一种用于水深测量和船舶导航的H/HCSOO4A型回声测深仪,在七二六研究所研制成功,并通过由海军装备部门和中国船舶重工集团公司在上海联合主持的产品设计鉴定。 这种量程为1000/2000m的测深仪,采用 相似文献
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为研究潮汐作用下潮滩干湿转换过程中的潮沟系统形成和地貌发育,使用黄河三角洲潮滩天然粉砂建立试验室物理模型,并首次将Argus系统引入试验,用于监测现场,模拟在一定坡度下潮滩干湿转换过程的地表变化,分析了天然粉砂孔隙内潴留空气对潮滩地形起伏的动力机制,研究了不均匀流对地貌发育的影响。研究表明,整平均匀、坡度均一的干潮滩,在正向潮流、潮汐作用下,粉砂孔隙内潴留空气排出滞后于潮流淹没,承压后沿水平和垂直方向随机运移,导致平坦的潮滩表面形成细微的地形起伏。这种初始起伏会进一步影响潮流运动和潮滩冲淤,从而形成各种潮滩地貌形态,并决定着潮滩地貌空间分布。高潮滩形成高密度和连通复杂的不规则潮沟-碗口状塌陷系统;中潮滩和低潮滩较为平坦,在微小陡坎和碗口状塌陷上方发育有沿岸线平行方向排列分布的树枝状细密潮沟,且有明显的溯源侵蚀现象。受不均匀水流影响,中心轴附近潮滩率先淹没,孔隙内潴留空气排赶到两侧,导致潮滩中间地表较为平坦,两侧地表变化大,且沙波偏移以中部为对称轴,两侧对称。 相似文献
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河口、海岸是陆海相互作用及人类活动最频繁的地区之一,了解和把握海岸地貌的变迁及发育模式对于海岸资源的开发和保护至关重要。模型是对客观事物的概括和抽象,本文对海岸滩地和水下三角洲地形演变的研究总结了4种方法,重点讨论了模型的构建,并根据作者的研究实例给出了模型的具体应用。在剖面模型的应用中通过不同年代剖面的对比分析可了解海岸地貌的动态变化,平面模型则通过等深线的退缩、扩张及形态变化来研究岸滩的动态冲淤及海岸地形的宏观变化,而冲淤速率分布平面图是分析大范围海域冲淤趋势和局部变化的有效手段。测点统计模型是一种静态分析方法,用来建立测量点的高程和坡度与岸滩冲淤的关系。 相似文献
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The present study demonstrates the use of ambient noise for estimating the ocean depth in shallow waters of the Indian continental shelf. Ocean depth is estimated using a technique known as passive fathometer processing, which involves the correlation of surface-generated ambient noise with its reflection from the seabed. Ambient noise data collected using a vertical array from four locations (off Cochin, off Cuddalore, off Kakinada, and off Goa) along the Indian continental shelf were used for the study. The noise data recorded during windy conditions within the frequency band of 200–5000 Hz were used for analysis. Both conventional and adaptive beamforming techniques were applied for the passive estimation of the ocean depth. The estimated water column depth using the ambient noise measurement shows good agreement with the known depth from all the four locations. The advantages and limitations of the adaptive processing technique have also been discussed. The study clearly demonstrates the application of the surface-generated ambient noise in seabed image processing. 相似文献
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The estuary and coast is an area where the land and the sea interact and a place in which human beings frequently move about so that understanding and controlling the change and development modes of the coastal landform plays a vital part in exploiting and protecting coastal resources. A model is the generalization and abstraction of objective things. This paper summarizes four methods for the landform development of the tidal shore and underwater delta, mainly discusses the model‘s structural elements, and presents their specific application on the basis of the authors‘ case study. With the application of the profile model, the dynamic change of coastal landform can be clearly seen by contrasting the different profiles of different years. Through the shrinking, expanding and transformation of the isobath, plane model is used to study the macro-change of the shoal and the coastal landform. Speed model is an efficient means to analyze the trend of erosion and deposition and the local change in a great area of the sea. Statistical survey model is a static analysis, which can be used to establish the relationship between the erosion and deposition of the shoal and the altitude and slope of survey spot. 相似文献
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Experimental study of strong reflection of regular water waves over submerged breakwaters in tandem 总被引：3，自引：0，他引：3
A series of laboratory experiments was carried out to investigate the strong reflection of regular water waves over a train of submerged breakwaters. Rectangular and trapezoidal shapes of submerged breakwaters are employed and compared for reflecting capability of incident waves. Measured reflection coefficients of regular waves over impermeable submerged breakwaters are verified by comparing with those of the eigenfunction expansion method. A very good agreement is observed. Reflection coefficients of permeable submerged breakwaters are less than those of impermeable breakwaters. The trapezoidal shape is recommended for a submerged breakwater in terms of reflecting capability and practical application. 相似文献
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A multipole expansion of the velocity potential is described for two- and three-dimensional wave diffraction and radiation problems. The velocity potential is expressed in terms of a series of multipole potentials. The wave terms and the local disturbance terms are represented by separated multipole potentials. Floating bodies and submerged bodies are treated in the same way. This approach differs from that of some other authors, who considered floating bodies and submerged bodies separately and derived entirely different multipoles. Semi-analytical solutions for a circular cylinder in two-dimensional motions are given. It is found that the local disturbance decays rapidly and steadily. The general application of the multipole expansion to arbitrary geometries is also presented, based on a method coupling multipoles to a boundary integral expression. Numerical results for several floating and submerged cylinders are presented. 相似文献
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Water depth variations in marine reflection seismic profiling cause velocity push-down and, in regions of rapid fluctuations of the water-bottom slope, stack degradation. Static corrections are a very satisfactory and practical solution to these problems under typical survey conditions with water depths not exceeding a few hundred metres and relatively hard water bottoms. Static time shifts are best derived from a refraction analysis of first arrivals rather than from fathometer data, especially over underwater valleys where unconsolidated sediment of velocity close to that of water has been deposited unconformably onto the underlying lithified rocks. These points are illustrated by a field example from the GLIMPCE survey in Lake Superior. The availability of computer-effective algorithms such as the generalized linear inversion method allows the implementation of refraction statics during the initial processing of regional marine crustal surveys.LITHOPROBE Publication No. 263. 相似文献
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A three-dimensional general mathematical hydroelastic model dealing with the problem of wave interaction with a floating and a submerged flexible structure is developed based on small amplitude wave theory and linear structural response. The horizontal floating and submerged flexible structures are modelled with a thin plate theory. The linearized long wave equations based on shallow water approximations are derived and results are compared. Three-dimensional Green’s functions are derived using fundamental source potentials in water of finite and infinite depths. The expansion formulae associated with orthogonal mode-coupling relations are derived based on the application of Fourier transform in finite and infinite depths in case of finite width in three-dimensions. The usefulness of the expansion formula is demonstrated by analysing a physical problem of surface gravity wave interaction with a moored finite floating elastic plate in the presence of a finite submerged flexible membrane in three-dimensions. The numerical accuracy of the method is demonstrated by computing the complex values of reflected wave amplitudes for different modes of oscillation and mooring stiffness. Further, the effect of compressive force and modes of oscillations on a free oscillation hydroelastic waves in a closed channel of finite width and length for floating and submerged elastic plate system is analysed. 相似文献