共查询到19条相似文献，搜索用时 80 毫秒
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利用风要素计算港湾沿岸输沙率的一个数学模式 总被引：1，自引：2，他引：1
本文利用风浪要素计算方法,依波能流守恒法则,建立了一个由风要素计算港湾沿岸输沙率的数学模式Ql=1.906×10-8g-0.97F1.03u2.94cos1.2α0sinα0(m3/s).这模式对于缺乏测波资料的风速较小,水深较大(gd/u2)的海湾、湖泊等环境的沿岸输沙率求算具有实用价值.与现有主要几种计算沿岸输沙率的数模和方法进行计算比对,本文模式的计算结果有较好可信性与准确性. 相似文献
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本文根据大亚湾大鹏澳菱角石沿岸的波浪、潮流和泥沙资料,探讨了菱角石沿岸泥沙来源、泥沙活动水深和破波带,估算了破波带沿岸输沙率和非破波带底沙单宽输沙率,说明了沿岸泥沙运移以破波带沿岸输沙为主,验证了赵子丹提出的估算沿岸输沙率的关系曲线的可靠性。 相似文献
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任意水深变化水域非线性波数值模拟 总被引：2，自引：0，他引：2
为了较为准确地计算沙质海岸沿岸输沙率,基于网格模型建立沙质海岸波浪的传播变化模型,根据求得的波高和波向分布特征,并考虑辐射应力等,计算波生流的分布。并在此基础上通过波浪最大底部轨道速度和沿岸流的分布特点,建立估算破波带内各网格单元上沿岸输沙率的分布模型。 相似文献
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山东荣成湾沿岸输沙率及沙嘴的演化动态 总被引：12，自引：2，他引：12
山东荣成湾发育了NEE-SWW向约10 km长的沙坝,通过沿岸输沙率的计算、沙源分析得出以下结论:荣成湾沙坝的主要沙源为海底来沙和海岸来沙,其沿岸纵向净体积输沙率为15.52×104 m3/a,为沙坝的形成和演化提供了物源基础;沙嘴各段输沙率的计算及相应段沙嘴层理剖面分析,揭示了沙嘴的动态演化趋势. 相似文献
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沙质海岸沿岸输沙率的数值模型 总被引：1，自引：0，他引：1
为了较为准确地计算沙质海岸沿岸输沙率,基于网格模型建立沙质海岸波浪的传播变化模型,根据求得的波高和波向分布特征,并考虑辐射应力等,计算波生流的分布.并在此基础上通过波浪最大底部轨道速度和沿岸流的分布特点,建立估算破波带内各网格单元上沿岸输沙率的分布模型. 相似文献
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厦门岛东南部海岸演变与泥沙输移 总被引：8，自引：1，他引：8
通过海岸地貌调查、沉积物分布、岸线对比、沿岸输沙率计算等手段，分析研究了厦门岛东南部海岸海滩的演变特征，认为厦门岛东南部海岸的沿岸净输沙方向是由东北向西南，由东向西；黄厝湾中北部存在反向输沙。文中划分了中－强侵蚀海岸、中侵蚀海岸、中－弱侵蚀海岸、弱侵蚀海岸、弱淤积海岸和不确定海岸等6种类型。人工采沙是引起海岸侵蚀的最重要因素之一。 相似文献
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海南岛万泉河口博鳌潮汐汊道演变及沿岸输沙率的计算 总被引：1，自引：0，他引：1
通过收集不同时期的遥感资料,结合已往的研究,分析了海南岛万泉河口博鳌潮汐汊道演变的年际与季节性变化规律;根据实测波浪资料计算了年沿岸输沙率及沿岸输沙率的季节变化。结果表明,博鳌潮汐汊道的演变具有周期性的规律,年际特征为南、北侧沙嘴分别向口门进积、口门总体变窄;从10a以上的尺度来看,封堵口门的趋势不断被洪季时的洪水和风暴潮增水所打断。另外通过沙嘴体积变化反推了博鳌近岸的沿岸输沙率,其结果与CERC公式计算结果一致,表明此公式在博鳌岸段有较好的适用性。 相似文献
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沙质海岸在斜向波浪作用下将产生沿岸水流及沿岸输沙。因此,若在沿海岸修筑沿岸建筑物必然会破坏该地区的输沙动态平衡,发生明显的局部岸滩变形。本文应用Pelnard-Considere单线理论模式,通过物理模型试验等方法确定了有关计算参数,对毛里塔尼亚的努瓦克肖特港突堤上游的淤积岸线及淤积年限进行了计算,其结果可供港口建设等部门参考。 相似文献
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苏北中部滨海平原成陆机制研究 总被引：8，自引：0，他引：8
苏北中部滨海平原位于废黄河三角洲和长江三角洲之间，其形成与全新世最大海侵之后长江、古黄河的供沙历史和供沙状况密切相关，并且现今海域南黄海辐射沙洲的辐聚点也位于这段海岸，故探讨其成陆机制具有重要意义。本文数值模拟了公元８世纪时该区的Ｍ２潮汐、潮流，在此基础上，计算了７种粒径泥沙在当时潮流场中的净输运状况，划分了海底冲淤区。计算结果表明，公元８世纪时苏北岸外存在大致以东台为顶点的辐射状古潮流场，其分布格局与现今苏北岸外大致以京港为顶点的辐射关潮流场基本一致，该辐射状潮流场的存在是由当时台东岸外的独特驻潮波波腹所决定的。进入苏北岸外古辐射状潮流场中的泥沙，在辐聚、辐散的潮流作用下，每一个潮周期均自ＮＥ、ＳＥ方向向东台附近海域净输运泥沙，在东台附近海域发生淤积。由此认为，苏北中部滨海平原是大致以东台为顶点的辐聚、辐散潮 相似文献
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The littoral drift rose (LDR) concept is presented herein for improvement in understanding of longshore sediment transport and consequent shoreline processes in areas with smooth (gradually varying) offshore bathymetry extending over a coastal region where the deep water wave climate is reasonably uniform. The concept of the littoral drift rose (LDR) is presented and LDRs are shown to provide insight into coastal evolution and shoreline stability (or instability) for a given region having uniform wave climate. This paper reviews earlier documented applications and work using LDRs and provides an interpretation of earlier findings of shoreline stability using LDRs. Previously known but undocumented findings are also discussed herein which show that the wave climate and hence the LDR can be synthesized into an equivalent LDR developed from one wave component of given magnitude and direction. Practical applications using LDRs are presented, which show that the magnitude and direction of littoral drift throughout a region can be interpreted from limited measured, calculated, or observed data on littoral drift at two locations in the region. 相似文献
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根据浅水波浪的底摩擦效应，对鲁南灵山湾和臼－岚山镇近岸区进行了波浪的海底摩擦力计算。波浪的海底摩擦力等值图与已知滨海锆石砂矿资料对比表明，底摩擦力大于０．１８Ｎ／ｍ＾２的动力分选区有利于重矿物砂富集。据此，进一步预测了鲁南近岸带的砂矿富集区。 相似文献
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近岸人工沙坝保滩促淤的试验研究 总被引：1，自引：0，他引：1
借助正态波浪模型,对北戴河海滩某横断面有、无沙坝布置进行了3种水位的极限波高入射试验,测取了坝内外波高过程线及稳定后的断面地形。试验资料及理论分析显示:有无沙坝时沿岸流及波浪的挟沙能力之比与水下沙坝的波浪透射系数的平方成正比,按试验最大透射系数计算的挟沙能力亦可降50%左右,且有沙坝上涌带破波回流对岸滩的冲刷水深可以维持在平均海平面以下1 m内,说明人工沙坝的填筑很大程度促使水体挟带泥沙于掩护区域落淤有效的阻止了泥沙的离岸亏损。试验将为保滩促淤工程设计与实施提供科学依据。 相似文献
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Field measurements of beach morphology and sedimentology were made along the Monterey Peninsula and Carmel Bay, California, in the spring and summer of 1997. These data were combined with low-altitude aerial imagery, high-resolution bathymetry, and local geology to understand how coastal geomorphology, lithology, and tectonics influence the distribution and transport of littoral sediment in the nearshore and inner shelf along a rocky shoreline over the course of decades. Three primary modes of sediment distribution in the nearshore and on the inner shelf off the Monterey Peninsula and in Carmel Bay were observed. Along stretches of the study area that were exposed to the dominant wave direction, sediment has accumulated in shore-normal bathymetric lows interpreted to be paleo-stream channels. Where the coastline is oriented parallel to the dominant wave direction and streams channels trend perpendicular to the coast, sediment-filled paleo-stream channels occur in the nearshore as well, but here they are connected to one another by shore-parallel ribbons of sediment at depths between 2 and 6 m. Where the coastline is oriented parallel to the dominant wave direction and onshore stream channels are not present, only shore-parallel patches of sediment at depths greater than 15 m are present. We interpret the distribution and interaction or transport of littoral sediment between pocket beaches along this coastline to be primarily controlled by the northwest-trending structure of the region and the dominant oceanographic regime. Because of the structural barriers to littoral transport, peaks in wave energy appear to be the dominant factor controlling the timing and magnitude of sediment transport between pocket beaches, more so than along long linear coasts. Accordingly, the magnitude and timing of sediment transport is dictated by the episodic nature of storm activity. 相似文献
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《Estuarine, Coastal and Shelf Science》2005,62(1-2):291-300
In order to understand the subtidal marine dynamics relative to the coastal engineering works in the Bahía Blanca Estuary (Argentina), the balance of sediment transport caused by tidal currents was estimated in the Puerto Rosales area and compared with the predicted potential littoral transport. The breaking wave height used in the littoral drift calculation was estimated after applying different wave transforming procedures over the deepwater wave which was predicted by the occurrence of predominant wind, blowing long enough in an essentially constant direction over a fetch. The effect of a breakwater on currents and circulation was studied by bathymetric and side-scan sonar records, sedimentology, and tidal current measurements. Different modes of transport occur on either sides of the breakwater. On the east side, longshore transport is the principal mode, and on the west side, tidal transport is predominant. 相似文献
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The rate of wave overtopping of a barrier beach is measured and modeled. Unique rate of wave overtopping field data are obtained from the measure of the Carmel River, California, lagoon filling during a time when the lagoon is closed-off with no river inflow. Volume changes are based on measured lagoon height changes applied to a measured hypsometric curve. Wave heights and periods are obtained from directional wave spectra data in 15 m fronting the beach. Beach morphology was measured by GPS walking surveys. Three empirical overtopping models by Van der Meer and Janssen (1995), Hedges and Reis (1998) and Pullen et al. (2007) with differing parameterizations on wave height, period and beach slope and calibrated using extensive laboratory data obtained over plane, impermeable beaches are applied in a quasi-2D manner and compared with the field observations. Three overtopping events are considered when morphology data were available less than 2 weeks prior to the event. The models are tuned to fit the data using a reduction factor to account for beach permeability, berm characteristics, non-normal wave incidence and surface roughness influence. In addition, the run-up model by Stockdon et al. (2006) based on field data is examined and found to underestimate run-up as the calculated values were too small to predict any of the observed overtopping. The three overtopping models performed similarly well with values of 0.72–0.87 for the two narrow-banded wave cases, with an average reduction factor of 0.78. The European model (Pullen et. al., 2007) performed best overall and in particular for the case of the broad-banded, double peaked wave spectrum. 相似文献