深水牵引流形成的床形单元组合

海底上发育深水牵引流形成的各种床形单元,包括等深岩丘及大型沉积物波在内的不同床形单元有规律地组合在一起,对于此类床形组合的确切形成机理,目前仍在探讨之中。本文经详细研究得出以下几点进展：① 运用内波理论可对海底上大型沉积物波各组成单元的成因作出较为合理的解释,向深海方向传播的内波可形成向上坡方向迁移的大型沉积物波;② 在等深流与上覆低密度水体之间的界面上具备产生大规模界面内波的条件;③ 某些底流成因的床形单元组合属于等深流与等深流所引发内波的联合作用的产物,首次提出了等深流－内波沉积组合的概念;④ 在现代海底上及古代地层记录中均发现了等深流－内波沉积组合的实例;⑤ 建立了一个古代地层记录中的深水牵引流沉积组合综合模式。     

复合筒型风电基础单向流局部冲刷试验研究

复合筒型基础是一种新型的宽浅式海上风电基础,相对于桩基础等深基础,复合筒型基础周围地基的冲刷破坏对风机结构体系安全性的影响更加明显,因此,研究海流作用下复合筒型基础的冲刷特性很有必要。针对某工程实例,建设了冲刷试验场地,布置了典型测点,为复合筒型基础冲刷试验奠定了基础;采用系列比尺模型的方法,分别选取1:20、1:40、1:70三种比尺的模型,对海上风电复合筒型基础样机周围粉砂质海床的冲刷情况进行了试验研究;分析了各组试验冲刷平衡时间、模型周围冲刷坑的范围、最大冲刷深度,并且依据系列比尺模型试验原理计算出了实际工程中的冲刷深度。通过试验研究给出了实际工程复合筒型基础的最大冲刷深度,明确了单向流作用下复合筒型基础周围地基局部冲刷特性,填补了复合筒型基础冲刷试验研究的空白,为复合筒型基础的工程应用提供了指导。     

南海北部陆架海底沙波基本特征及属性

南海北部陆架海底沙波是否为残留沙波长期存在争议。为配合陆丰油田的开发,在LF13-2和LF13-1站位之间进行了详细的地形、地貌和海底底流测量。观测数据显示,本研究区发育两组海底沙波。两组沙波的分布和当今的海底地形密切相关,沙波的波宽、波高,沙脊的长度及延伸的方向也都和现今的水深密切相关。此外,沙波区的底质、沉积物颜色等也随现今水深的变化而变化。跨年度的测量结果显示,从2003年夏季到2005年冬季,海底沙波发生了明显的变化,除有明显的沙波迁移,并有新的沙波生成外,沙波区的水深也整体变深,研究区东南端平均加深了0.29m。由于东沙海底高原的存在,东沙区底流有了复杂的变化。实际的观测结果显示,在9MKII站位,向南的退潮流明显大于向北的涨潮流,但在AEM-HR站位,WNW向的涨潮流则稍稍大于ESE向的退潮流。9MKII站位测得的最大底流速为48cm/s,有22%的底流速大于20cm/s,这是启动海底沉积物并能形成海底沙波的最小底流速。本文指出,东沙隆起后,由于强烈的底流侵蚀,在东沙区的中陆架和外陆架区几乎没有现代沉积。构成海底沙波的沉积物主要来自海底地层的剥蚀。测深结果显示的海底加深可能和海底剥蚀有关。很明显,海底沙波和现今的海底底流体系有很好的吻合关系,从而是在现今底流体系条件下形成的,而非晚更新世末次冰期的残留沙波。     

An assessment of wind forcing impact on a spectral wave model for the Indian Ocean

The focus of the present study is the assessment of the impact of wind forcing on the spectral wave model MIKE 21 SW in the Indian Ocean region. Three different wind fields, namely the ECMWF analyzed winds, the ECMWF blended winds, and the NCEP blended winds have been used to drive the model. The wave model results have been compared with in-situ observations and satellite altimeter data. This study also evaluated the performance of the wind products during local phenomenon like sea breeze, since it has a significant impact on the wave prediction in the Indian coastal region. Hence we explored the possibility of studying the impact of diurnal variation of winds on coastal waves using different wind fields. An analysis of the model performance has also been made during high wind conditions with the inference that blended winds generate more realistic wave fields in the high wind conditions and are able to produce the growth and decay of waves more realistically.     

Observations of sea and swell using directional wave buoy

Directional wave data collected during an experiment at a location on the continental shelf of the south west coast of India using a WAVEC buoy, have been analysed based on the technique of Kuiket al (1988). The observed wave spectra indicate that the wave field is composed of sea waves (with peaks around 0·18 and 0·23 Hz) travelling nearly in the wind direction (WNW-N), and lower frequency (0·09 Hz) swell waves from the South. The parameterization of the wave directional spread shows that both local wind conditions and nonlinear wave-wave interactions control the shape of the directional distribution. The directional distribution is generally bimodal in the transition region between sea and swell and at higher frequencies when rapid changes in wind speed and direction occur.     

局部冲刷对风机支撑系统承载性能的影响

海上风力发电作为一种绿色能源越来越受到重视,单桩基础局部冲刷的研究受到广泛关注。建立了不同冲刷深度的海上风机系统模型,对各模型进行静力、动力分析。结果与前人冲刷模型试验吻合,随着桩基冲刷深度的增大,支撑系统的最大水平位移、最大水平应力和最大弯矩值逐渐增加。冲刷深度为两倍桩径时,最大水平位移、应力及弯矩分别比无冲刷条件下增加了3.61%、12.7%、10.3%。风机系统的自振频率随冲刷深度的增加而降低,高阶频率更易受影响。桩基冲刷对风机系统的动力特性有显著影响,塔顶水平位移时程曲线随冲刷深度不断上移。海上风机设计时必须考虑冲刷对支撑系统承载性能的影响。     

桥位附近水流及局部冲刷的数值模拟

将平面二维河道推移质冲淤数学模型和桥位局部冲刷经验公式有机地结合起来,计算整体河段泥沙冲淤和桥位局部地区泥沙冲刷,既考虑了局部流态对整体流场的影响,又反应了整体流场对局部流态的影响.文中以长江黄石大桥河段为例,计算其桥位冲刷,计算结果与模型测量资料基本一致,效果良好.     

Computer model of wind, waves, and longshore currents during a coastal storm

A mathematical model has been developed to forecast or hindcast wind, waves, and longshore currents during the passage of a coastal storm. Storm intensity is a function of the barometric pressure gradient which is modeled by rotating an inverted normal curve around the center of an ellipse. The length and orientation of the major and minor axes of the ellipse control the size and shape of the storm. The path of the storm is determined by a sequence of storm positions for the hindcast mode, and by interpolated positions assuming constant speed and direction for the forecast mode. The site location, shoreline orientation, and nearshore bottom slope provide input data for the shore position. The geostrophic wind speed and direction at the shore site are computed from the latitude and barometric pressure gradient. The geostrophic wind is converted into surface wind speed and direction by applying corrections for frictional effects over land and sea. The surface wind speed and direction, effective fetch, and wind duration are used to compute wave period, breaker height, and breaker angle at the shore site. The longshore current velocity is computed as a function of wave period, breaker height and angle, and nearshore slope. The model was tested by comparing observed data for several coastal locations with predicted values for wind speed, wave period and height, and longshore current velocity. Forecasts were made for actual storms and for hypothetical circular and elliptical storms.     

丁坝浑水水流环境下污染物三维数学模型

为分析丁坝附近的冲淤和水流对污染物扩散的影响,用体积比函数方法建立水沙动力学模型,考虑泥沙对污染物动态吸附解吸作用,建立了污染物三维吸附态和溶解态水质模型。数值计算非淹没丁坝附近三维水沙流动,计算结果与试验结果比较表明,所建立的数学模型能准确地模拟丁坝附近的自由水面和流场。污染物在丁坝附近的扩散模拟显示了丁坝后的回流区减慢了污染物浓度的衰减,丁坝附近水流的湍动使得冲淤条件下污染物悬沙吸附量和溶解态浓度明显增大。     

潮汐作用下北黄海跃层波动的数值研究

跃层除有季节性的变化外 ,还时刻受到潮汐、风、降水等诸多因素扰动而引起波动与起伏。文章研究潮汐 (4大分潮M2 ,S2 ,K1,O1同时输入 )作用下渤海跃层起伏与波动的三维数值模型 (将海洋分为 3层 ,即上混和层 ,跃层和下混和层 ) ,揭示了整个海区跃层上下界面处跃层起伏的地理分布及叠加在起伏之上的潮周期波动的时空变化 ,模拟出跃层波动与实测基本一致。跃层波动既与潮汐运动有关 ,又与潮汐有很大区别。从波动位相、波高来看 ,两者均不相同 ,甚至周期有时也不同。跃层上下界面的波动周期、位相、波高在很多地区也不一致。中下层余流大小和方向几乎一致。大振幅的跃层波动均发生在近海地形突变之处。海水运动的激发与地形相互作用以及海岸海底摩擦可能是跃层波动与起伏的重要因素。     

海洋卫星测高技术和海洋地形试验TOPEX卫星计划

ＴＯＰＥＸ卫星是目前精度最高的海洋测高卫星，利用ＳＬＲ技术确定的ＴＯＰＥＸ卫星轨道径向精度达到２．８ｃｍ，这使它可以有效地监测全球的海洋地形。ＴＯＰＥＸ卫星主要用于全球的海面变化和洋流研究。利用ＴＯＰＥＸ资料可以得到新的地球引力场，海洋大地水准面和海潮模型。     

北太平洋Rossby波研究进展

系统地阐述了北太平洋Rossby波在卫星观测、理论扩展及模型应用3个方面的研究成果.随着卫星观测技术的发展,明显地探测到海表面信号的Rossby波特征,且观测到波速在热带外大于自由Rossby波理论值.为解释这个波动加速现象,在自由Rossby渡理论的基础上,考虑了大气强迫、非静止基流及海底地形等因子的作用,使得Rossby波的波动理论得到了扩展.而关于风应力强迫Rossby波的线性理论模型主要有3类:一阶斜压Rossby波模型、局地Ekman抽吸模型和Svetdrup平衡模型.这些模型被广泛地应用到北太平洋海表面高度和温度/密度跃层深度等要素变化的机理研究中,得到了不同的模型在大洋的不同区域有不同的作用等结论.最后,对线性Rossby波研究存在的问题进行了初步探讨,提出了需要进一步解决的新课题.     

滇东昆阳磷矿成矿物质来源及其沉积环境

昆阳磷矿位于滇池西南部,为探讨该磷矿的成矿物质来源及其沉积环境,从岩相学和元素地球化学两方面对磷矿石展开了研究.研究结果显示,磷块岩矿石的主要矿物成分为胶磷矿,矿体w(P2 O5)平均含量为26.16％,磷块岩P2 O5含量由地表向地下沿倾向逐渐降低,酸不溶物含量逐渐增加,在垂直剖面上,矿区中部P2 O5含量相对上部和...     

Non-Conventional Energy Sources: A Geo-Spatial Study of Site,Situation, Production and Economy of Wind Farms in Satara District

Wind energy is a popular from the non-conventional energy sources in the World. In India states like Tamil Nadu, Gujarat, Orissa, and Maharashtra are as regarded as superior areas with respect to this type energy. The installed capacity of wind in India till December 2010 was 13,056.37 MW, principally distributed throughout the Maharashtra, Tamil Nadu, Rajasthan, Karnataka, Andhra Pradesh, Gujarat, Kerala, Madhya Pradesh, West Bengal, etc. In Maharashtra, there are 38 wind farms and the 3655 wind machines are installed with the 3431.86MW capacity of power generation up to September 2013. In Satara district, 17 wind sites and also other some sites are discovered. At present there are 1636 wind turbines are installed with its capacity of power generation is 1122.61MW and the production of wind energy of 2183745.15KWh average per annum in Satara district.The main objectives of the present paper are to assess the scope of non-conventional energy resources especially the power generation from wind and to analyze the trend and distribution of the wind mills and wind farms in Satara district. It is find out the amount of recovered from the power generation comes around 12 years without subsidy and around 8 years with subsidy. The total life span of wind turbines is 25 years. It is very much clean and does not cause any problem to the environment as well as to the survival on the surface of the earth. Therefore, it is inferred that the generation of power from wind is not only cheaper and permanent energy source but also a non-polluting, freely available source. It is helpful for the development of economically and socially in a region especially in rural development. With these consequences the income level will increase and it will further help in minimising the social disparities.     

大风浪影响下海域泥沙输运异变数值模拟

基于实测的水深、潮流、悬浮体、底质数据及历史气象资料等,采用导入SWAN波浪参数的ECOMSED三维模型,模拟大风浪对小清河口附近海域悬浮体浓度和底床冲淤变化的影响程度。并利用全潮水文观测资料对水动力和输沙率模拟结果进行检验,对比分析表明计算值与实测值吻合良好。模拟结果表明,大风浪影响下近岸海域泥沙输运变化较大,悬浮体浓度可达一般天气的10倍左右,而底床冲淤变化可达平时的百余倍。大风浪期间剧烈的底床冲淤变化对河口拦门沙演化影响较大。     

基底侵蚀对高速流动性滑坡运动性影响的模拟分析

高速流动性滑坡运动距离远,破坏性强。这类滑坡在运动过程中常裹挟大量的松散物质,导致滑坡的体积和致灾范围增大,该现象被称为基底侵蚀效应。以往的研究指出基底侵蚀效应对这类滑坡的运动性有显著的影响,但却很少有研究考虑其对滑体性质的影响,以及如何对其进行量化。因此,本文基于动量守恒原理建立了考虑基底侵蚀效应的滑坡运动模型,利用有限差分法求解,并依据滑坡的侵蚀深度来计算侵蚀导致的滑坡性质变化。利用改进的模型对陕西泾河南岸的西庙店滑坡进行模拟分析。结果表明,滑坡运动可分为启动加速阶段（0~5 s）和运动减速阶段（5~14 s）。在启动加速阶段,基底侵蚀程度低,对滑体运动的影响较弱。而在运动减速阶段,基底侵蚀效应降低了滑带土强度,对该滑坡的运动产生了明显的促进作用,致使其发生远程运动。此外,对比考虑和不考虑基底侵蚀两种工况的模拟结果还发现,考虑这种影响时,模拟所得的运动范围及地形与实测吻合良好,而未考虑时模拟所得运动范围明显偏小。因此,本文的模型可对这类滑坡的运动过程进行更为有效的模拟。     

Coastal flooding: impacts of coupled wave–surge–tide models

Wind waves and elevated water levels together can cause flooding in low-lying coastal areas, where the water level may be a combination of mean sea level, tides and surges generated by storm events. In areas with a wide continental shelf a travelling external surge may combine with the locally generated surge and waves and there can be significant interaction between the propagation of the tide and surge. Wave height at the coast is controlled largely by water depth. So the effect of tides and surges on waves must also be considered, while waves contribute to the total water level by means of wave setup through radiation stress. These processes are well understood and accurately predicted by models, assuming good bathymetry and wind forcing is available. Other interactions between surges and waves include the processes of surface wind-stress and bottom friction as well as depth and current refraction of waves by surge water levels and currents, and some of the details of these processes are still not well understood. The recent coastal flooding in Myanmar (May 2008) in the Irrawaddy River Delta is an example of the severity of such events, with a surge of over 3 m exacerbated by heavy precipitation. Here, we review the existing capability for combined modelling of tides, surges and waves, their interactions and the development of coupled models.     

海洋环境因素极值组合及设计标准

由于海洋环境条件的复杂性、多变性及随机性,设计标准的选取是决定工程结构安全度、造价、效益及合理型式的主要因素。传统的设计标准,无法考虑海洋环境条件的随机组合,往往过高估计环境条件设计标准,造成不必要的浪费,甚至使具有开发前景的油田失去开采价值。以实测和后报资料为基础,使用多维联合概率的随机模拟技术,结合不同结构型式的极值响应及不同资料样本的选择方法,提出了海洋工程结构物上的风、浪、流、潮联合荷载及相应的联合概率水平问题,用以作为海洋工程环境荷载设计标准。     

Evaluation and modeling scouring and sedimentation around downstream of large dams

Flip buckets are often used at the end of chute spillways to dissipate energy and direct flow to submergence plunge pool and especially in large dams. Flip buckets with central deviation also are a specific and new design of these buckets that have a transverse slope and are mixed in plan with a curvature. In this paper, the experimental and numerical simulation study of sediment scouring in such flip bucket has been targeted. Extensive experimental data are obtained from physical model studies conducted at Water Research Institute, Iran. The flow field with various flood discharges in a range of Froude numbers (Fr?=?\(V/\sqrt {gh}\): 3.5–7.5) in Flow3D model was compared to experimental results obtained from a similar model. Analyzing the simulated models in the Flow3D model and comparing the results with the experimental model, the hydraulic parameters of the pressure, velocity and depth of flow are determined. Considering the accuracy of the numerical model in simulating bed scouring, this model can be used for similar cases in large dams. The results of the simulation model compare well with the experimental results in parameters of the maximum scour depth, profile scouring and the ridge height which accumulates around downstream of the scour hole. This investigation improves the understanding of bed topography effects of downstream dams in high-velocity jet impact based on experimental observations and simulation analysis.     

Modelling and in-situ measurements of intense currents during a winter storm in the Gulf of Aigues-Mortes (NW Mediterranean Sea)

While oceanic circulation in the Gulf of Lion (GoL) has often been studied in calm weather or with northerly winds (Tramontane or Mistral) through observations and numerical circulation models, few studies have focused on southeasterly storm events. Yet, correct representation of the circulation during storms is crucial if the suspension of sediments is to be correctly modelled throughout the Gulf. The purpose of this paper is to describe the hydrodynamics in the Gulf of Aigues-Mortes (NW of the GoL) during the storm of 18 February 2007 by using a set of data from an ADCP station placed at a depth of 65 m on the sea bed off the coast at Sète, supplemented by the ocean circulation model SYMPHONIE. This storm was characterized by a moderate south-easterly wind (15 m . s^?1) and waves of up to 5 m of significant height at its apex. At the ADCP, strong currents of up to 0.8 m . s^?1 near the surface and 0.5 m . s^?1 near the bottom were recorded, parallel to the coast, flowing towards the south-west. The simulated currents were widely underestimated, even taking the effect of waves into account in the model. It was suspected that the representation of the wind in the atmospheric model was an underestimation. A new simulation was therefore run with an arbitrarily chosen stronger wind and its results were in much better agreement with the measurements. A simplified theoretical analysis successfully isolated the wind-induced processes, responsible for the strong currents measured during the apex and the strong vertical shear that occurred at the beginning of the storm. These processes were: 1/ the barotropic geostrophic current induced by a wind parallel to the coast and 2/ the Ekman spiral. The duration of the storm (about 36 h at the apex) explains the continuous increase of the current as predicted by the theory. The frictionally induced Ekman transport explains the current shear in the surface layer in the rising stage of the storm, and the addition of high waves and strong wind at the apex is more in favour of strong vertical mixing in the surface layer.