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tidal current相关的网络例句

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与 tidal current 相关的网络例句 [注:此内容来源于网络,仅供参考]

The deep water deposition means the deposition in the area where the water depth is larger than 30 meters, in which the major sediments are coarse sand and gravel. This kind of deposition is the relic deposition formed by the Pleistocene alluvial-lacustine deposition reworked under modern channel currents actions, and ususally the Holocene acummulation lack in the deep waters. The transitional zone deposition is the deposition between the low tidal level line and the 30 meters isobath, where the sediment types is changeable and the grain sizes are gradually coarsening from the low tidal line to the deep water area. This kind of deposition is developed by the deep water eroded sediments sorting under the transitional zone current action. The different types distributed along the isobath. The tidal flat deposition is the fine sediment deposition on the tidal flat which is flo sedimentation of the silty clay under the tidal flat dynamic action and ususally developed fluid mud on the lower tidal flat. The channel mouth deposition is the deposition in the channel mouth area. According to the sediment types, it includes sand deposition where there are coarse sediments supply and silt deposition where there are only fine sediments surpport.

峡道深水区沉积是指水深大于30米的峡道底部沉积,它以粗颗粒砂砾石沉积为特色,是现代峡道水动力对第四纪海退时发育的冲洪积和坡积物进行改造形成的蚀余沉积,全新世沉积地层往往缺失;峡道过渡带沉积是指水深介于低潮位线至30米水深线之间发育的峡道边坡沉积,该带沉积以沉积物类型多样为特色,自低潮位线至30米水深线,沉积物粒级逐渐变粗,由粉砂质粘土逐渐递变为中粗砂,是峡道深水区沉积物经多次分选沉积而发育的,基本平行于等深线分布的条带状沉积,在岸坡较陡岸段,过渡带下部可发育重力沉积;峡道潮滩沉积是指在低潮线与海岸线之间发育的细颗粒沉积,它是粘性细颗粒泥沙在潮滩动力作用下,发生动水絮凝沉积而形成的粉砂质粘土沉积,在低潮滩可发育浮泥;峡道口门区沉积则是在峡道汇入大海或海湾时,在峡道出口水流影响所及范围的沉积,根据峡道口门区供给泥沙的特性,峡道口门区沉积有粉砂质淤泥沉积和砂质沉积两种类型。

According to the environmental conditions of the Rizhao Harbor 300, 000-ton crude oil handling terminal engineering sea area, the advanced instruments were used to measure the tidal levels at 2 stations during spring tide, medium tide, neap tide, the current speeds, current directions and sediment concentrations along 9 survey lines in the engineering sea area.

根据日照港30万吨级原油码头工程的设计要求,在拟建工程海城实测了2个站的大、中、小潮潮位和9条测线的流速、流向及含沙量。

The tidal river discharge observing system of this thesis gives a new method and experience of the hydrology observing to the river reach and cross section with complicated landform and flow, or busy shipping. This system has achieved 3 innovations: instruments for measurements which use the unmechanized rotor and continue measuring ADCP as the velocity mainframe; methods of velocity measurement which change the vertical velocity measurement to horizontal velocity measurement; the tidal discharge measurement which solve the problem that current method of discharge measurement can not achieve the accuracy of the criterion according to the continuous real time observing over the velocity of flow.

本论文研究的感潮河流流量监测系统,具有测验设备的创新,用可连续测验的非机械转子式的声学多普勒流速剖面仪为测速主机;流速测验方式的创新,改变以往测取垂向流速为水平流速的方式;潮流量测验方式的创新,对流速进行连续实时的监测,解决了用现行测流方法达不到规范要求精度的问题;为地形、水流复杂或是航运频繁的测验河段和断面,提供水文监测的新方法、方式和经验。

The results are verified from deep to extremely shallow water conditions. The shoaling waves, standing waves, 3D disturbance waves, tidal waves and solitude waves are simulated and verified,and waves over an underwater bar,the diffraction near single breakwater, breakwater gap, offshore breakwater, Breakhoff experiment are taken into account in this model. Furthermore, the wave harbor resonance under special topography, and "Bragg" resonance are simulated. The wave refraction problem under current fields,the nonlinear wave refraction-diffraction under "Arthur" current field, and the wave propagation under slowly varying current field are studied. The favorable calibrations show the model's feasibility in dealing with the wave nonlinearity and simulation in both deep and shallow water.

论文对深水至极浅水非线性波进行了较全面的验证,计算模拟了波浪浅化、立波、三维干涉波、潮波、孤立波以及波浪越过潜堤、单突堤绕射、双突堤绕射、岛式堤、Berkhoff实验和多连通水域波浪传播等问题,还对特殊地形条件下波浪发生港湾共振、布拉格共振进行了仿真;论文研究了水流中波浪传播折射变形问题,Arthur流场上非线性折射-绕射、水位缓变的转向潮流中波浪传播等缓变水流中波浪问题,各类问题的较好解决验证和表明了本文模式与方法具有适用于深浅水的可计算性与非线性。

Finally,focus on the differences and blend of these two literary perspectives,this paper analyses the inappropriate tidal current of Duras.

最后是着眼于上述两种文学接受视野下的差异与交融,反思&杜拉斯热&的失当之处。

They are still affected by the modern tidal current and storm wave, are in a developmental process between active and moribund sand ridges and belong to quasi-active sand ridges.

目前仍然经受现代潮流和风暴浪的作用,具有一定的活动性,处于活动沙脊和衰亡沙脊之间的发育过程,属于准活动沙脊。

The tidal current, suspended sediment concentration and bed load grain size at Humen estuary of the Pearl River in spring tide during flood season in 2004 were observed by using ADP and traditional survey instruments.

2004年洪季大、中潮期间,用声学多普勒流速剖面仪和传统观测方法对珠江口虎门水域水流、悬沙浓度及底质粒度进行了现场多点同步观测。

The research demonstrates that the dynamic flow conditions result in the development of tidal current sandbank. The radial sandbanks and it's asymmetrical distributions will still maintain in the future.

故在有充分泥沙供应的条件下,辐射沙脊群海域必然会形成潮流沙脊,并且辐射沙脊群在现代水动力条件下仍将维持。

The research demonstrates that the dynamic flow conditions result in the development of tidal current sandbank. The radial sandbanks and its asymmetrical distributions will still maintain in the future.

故在有充分泥沙供应的条件下,辐射沙脊群海域必然会形成潮流沙脊,并且辐射沙脊群在现代水动力条件下仍将维持。

By three-dimensional linear standing wave,the wave propagation over a bar of scheldt flume experiment carried at Delft hydraulics and tidal current field simulation of waters of between Denmark and Sweden etc example,the model is verified to have advantages such as stability, high efficiency etc,and proved suitable for the simulation both water body of large range and long period.

最后通过三维线性驻波、Delft水力学中Scheldt水槽实验的周期性入射波通过淹没潜堤的传播问题以及连接丹麦和瑞典间海域的潮流场模拟等算例,从多方面验证了模型具有稳定、实用、高效、灵活等的优点,不但能对短波问题进行精确成功的模拟,而且也适合对大范围的水体进行长时段的模拟。

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