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基于近年来射阳港区水下地形数据和定点全潮水文观测资料,分析了双导堤建设前后冲淤变化特征,并对其成因进行了初步探讨。研究结果表明,研究区近6年来总体上以淤积为主,净淤积量约为65.23×106m3,年均净淤积速率约为7.9 cm/a;淤积区域主要分布于导堤两侧浅水区,侵蚀区域主要分布于导堤口附近。2008-2013年间研究区冲刷、淤积和相对稳定区域面积分别占15%、55%和30%。堤口东侧的SSW02站实测最大流速为1.54 m/s,北堤北部的SSW01站为1.4 m/s,无论是涨潮还是落潮,堤口均大于导堤北侧;导堤产生了沿堤水流和口门回流,改变了导堤两侧附近海域潮流方向并增大了口门处的沉积动力。研究区泥沙运动方式主要表现为波浪掀沙、潮流输沙;区域海流泥沙的沿程落淤和导堤挡流效应导致导堤两侧出现淤积,导堤产生的回流促使堤口冲刷和堤内泥沙回淤。导堤引起的局部流场变化是海底冲淤格局重新分布的主因。 相似文献
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滨州贝壳堤岛与湿地国家级自然保护区内的贝壳堤是世界三大古贝壳堤之一,是世界上保存最完整、唯一新老并存的贝壳堤。文章基于RS、GIS技术及2015年野外实地调查数据,利用1979年、1990年、2000年、2008年和2015年5期Landsat陆地卫星系列等多源遥感数据,得到近40年来滨州贝壳堤岛与湿地国家级自然保护区贝壳堤的变化特征。结果表明:(1)2015年滨州贝壳堤总面积为28.86hm~2,是研究区总面积的0.07%,主要分布在研究区北部海岸的核心区;(2)1979—2015年,贝壳堤面积总体呈现下降趋势,尤其2008—2015年面积锐减,减少原因主要是人类开发利用,其中,农业用地、盐田和养殖场是本研究区最主要的3种人类开发利用活动类型;(3)建立自然保护区人类活动遥感核查体系、完善自然保护区相关法律法规、修复贝壳堤生境是应对滨州贝壳堤遭受侵占及破坏的有效管护对策。 相似文献
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由于采挖贝壳、城市建设和修建养殖池,位于河北省黄骅古贝壳堤自然保护区内沿海岸的岐口—狼驼子贝壳堤已经不复存在,挽救已经不可能。山东省境内滨州贝壳堤岛与湿地自然保护区(国家级)内,在贝壳堤几十米后修建了养殖池。养殖池防护堤阻挡潮水向后漫溢,波浪作用在此增强。在波浪作用下贝壳堤已经遭到破坏(贝壳堤变低,贝壳堤前向海一侧受到侵蚀,将贝壳堤下伏层暴露出来)。如果要挽救这里的贝壳堤必须拆除贝壳堤后面的养殖池。 相似文献
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带胸墙斜坡堤越波量的试验研究 总被引：1，自引：0，他引：1
带胸墙斜坡式防波堤堤顶标高的合理确定，有赖于越波量的正确计算。本文基于水力学中流量系数的概念，建立越波量的计算公式。对影响流量系数的几个主要因素：波高、波陡、胸墙高、平台宽度、相对水深和护面结构等，进行了较系统的试验和讨论，提出了确定流量系数的经验公式。另外，还根据越波量的大小及越波波态，将堤分为：不越水堤、少量越水堤、越水堤及半潜堤四类，可作为合理确定堤顶标高时参考。 相似文献
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潜堤对波浪传播变形的物理模型试验研究 总被引：1，自引：0，他引：1
以不可渗透光滑潜堤为研究对象,基于波浪水槽试验,分析了规则波和不规则波通过淹没梯形潜堤时的波浪外部形态变化以及内部能量变化规律。探讨了不同波浪要素(周期、波高、淹没水深)对潜堤附近波高影响的变化规律。同时,探究了潜堤斜坡坡度、堤顶淹没水深对波浪频谱在频域分布的影响。研究结果表明:当波浪通过潜堤时,波浪主频能量衰减,波浪能量由低频向高频移动;潜堤斜坡坡度越大、堤顶水深越小,波浪主频能量衰减越剧烈;波浪通过潜堤后高频波能量占潜堤次生波能量的1%~30%。 相似文献
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根据2012年9月在杭州湾口门中部外侧海域岱衢洋主槽内获得的包括大、中、小潮的垂向流速和悬浮泥沙观测资料,利用机制分解方法计算了岱衢洋的水沙输移通量等特征,分析并讨论了各个输沙项对总输沙量的贡献,解释了杭州湾水沙进出外海的输运机制。研究结果表明:研究区域单宽涨潮量大潮为小潮的2.3倍,单宽落潮量大潮为小潮的1.6倍。从小潮到大潮的余流和单宽净输水量由向海变为向陆;单宽涨潮输沙量大潮为小潮的4.5倍,单宽落潮输沙量大潮为小潮的2.7倍。单宽输沙量表现为小潮和中潮向海,大潮向陆的特点,大潮单宽净输沙量约为小潮和中潮的2倍;在各输沙项中,平流输沙主要来自水体净输移(拉格朗日余流决定)对悬沙输移的贡献,平流输沙方向小潮向海,中潮和大潮向陆,其中大潮和小潮时平流输沙在各项中贡献率最大;潮泵输沙小潮和中潮向海,大潮输沙向陆,中潮时潮泵输沙贡献率在各项中贡献率最大;垂向净环流输沙方向均向陆,大中小潮悬沙含量的垂向的差异是导致小潮垂向净环流输沙量大,大潮输沙量小的主要原因;杭州湾中部通过岱衢洋通道与外海泥沙交换的主要形式是大进大出、反复搬运,而在一个完整的半月周期内外海泥沙净进杭州湾的量相对较小。 相似文献
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针对复坡堤越浪量的计算问题,提出了采用随机森林算法预测越浪量的方法。首先,通过对欧洲CLASH数据集进行筛选,挑选出符合复坡堤越浪量预测的数据;其次,对数据做无量纲化处理,建立以随机森林为基础的复坡堤越浪量预测模型,并通过网格搜索(GridSearchCV)方法对模型进行调参以改善模型的性能;最后,利用决定系数R~2来评估模型的精度,并将随机森林模型与集成神经网络模型做了预测能力的对比,同时还给出了随机森林模型各个特征参数对预测精度的重要性。结果显示,随机森林模型的决定系数为92.7%,集成神经网络模型的决定系数为87.7%,表明随机森林模型对越浪量具有更强的学习和预测能力。通过对特征重要性的分析,墙顶高程对模型预测精度的影响最大,堤顶高程次之,堤脚宽度影响最小。 相似文献
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长江口12.5米深水航道2010年贯通后,发挥了巨大社会经济效益,同时航道回淤量大、维护压力大、维护费用高的问题突出。本研究基于北槽四边界水沙通量观测成果,分析提出了北槽航道回淤泥沙来源;针对回淤原因,在已建减淤工程经验总结的基础上,提出了本次减淤的研究思路,优化了减淤工程方案的比选指标体系;采用三维潮流泥沙数模、清水动床物模、经济技术综合分析等手段,通过"加高范围"、"加高高程"及"加高位置"比选,研究推荐了减淤工程方案。利用实测回淤量分析了工程减淤效果。研究结果表明,南导堤越沙是洪季北槽的重要泥沙来源,对北槽高浓度含沙量场有一定贡献。提出了可通过加高北槽南侧的导堤,实现减少通过南导堤越堤进入北槽的泥沙量,从而减小北槽含沙量水平,同时改善北槽下段流态,降低水沙横向输移,进而降低航道回淤的减淤思路。研究推荐的长江口12.5米深水航道减淤工程为南坝田挡沙堤加高工程及先期工程方案。先期工程位于S4～S9丁坝坝田,在现有南坝田挡沙堤的基础上加高S4～S8区段,并延长至S9丁坝,工程全长约23.8 km,高程+3.5 m。工程于2015年11月开工建设,2016年7月主体工程完工,工程减淤效果显著,2016—2018年年均减淤量约954×105m3/a,近三年已节省航道维护疏浚费用约5亿元。 相似文献
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为了研究长江口北槽深水航道的泥沙回淤机制及来源,通过对长江口北槽深水航道中部南、北导堤两侧坝田区域所采浅钻柱状样的沉积物特征、粒度参数特征、粒度成分和沉积速率特征等的分析,探讨北槽深水航道水动力条件和泥沙沉积环境。结果显示,柱状样以黏土质粉砂为主,受径流和潮汐作用,分选性都较差,偏态均为正偏,北导堤和南导堤两侧柱状样的分选系数、偏态和峰态在同一侧相互之间的特征较一致,且三组分组成接近;南北导堤异侧之间的粒度特征差异较为明显,北导堤一侧的平均粒度比南导堤的小,北导堤坝田附近的柱状样粒级百分比在垂向上波动变化较大,南导堤则表现的较为单一;南北导堤的敏感组分主要集中在粒级100μm部分。结合资料和测年数据,综合得出,由于北导堤和南导堤的涨落潮不对称,导致了其粒度特征上的不同;北槽淤积中的流域供沙逐渐减少,泥沙来源逐渐转变为滩槽交换供沙为主;北槽受深水航道工程影响巨大,泥沙沉积过程复杂,还需深入研究。 相似文献
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南沙暖水形成的动力和热动力过程的初步数值研究 总被引：1，自引：0，他引：1
利用一个简化的上混合层垂直积分模式,对南海南部“南沙暖水”形成的动力和热动力过程进行数值研究。结果表明：(1)在春季,南沙暖水的形成主要来自海面净热通量的贡献,而通过热平流、苏禄海或巽它陆架以南的暖水进入的贡献甚小;(2)在冬季,南沙群岛海区流场强度增大,热平流项的贡献大于或等于海面净热通量的贡献,海温的降低幅度也较其他深海区的要大。但由于该海区在此前的季节中初始温度场较高,因而使得该海区的海温仍保持较高的水平;(3)南沙暖水的形成和维持高温的机制是随着季节的变化而变化的。 相似文献
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开展枯季河口悬沙输运机理研究对于揭示弱径流条件下的陆海相互作用、河口季节性冲淤和水沙关系等具有重要的科学意义.本文根据2018年12月18-25日长江口南槽3个站位连续13个潮周期的同步流速、流向和悬沙浓度等观测资料,运用通量机制分解法研究了各输沙项的特征、贡献和输运机理.结果 表明,从小潮至大潮流速和悬沙浓度不断增加,由南槽上部至下部流速和悬沙浓度逐渐降低.观测期间平均流速与平均悬沙浓度存在明显的正线性关系,但受底质空间差异影响,悬沙浓度对流速的响应强度存在显著的空间变化.枯季期间南槽存在着中上部向陆净输沙、下部向海净输沙的空间输运格局.平流输沙和潮泵输沙是影响和控制净输沙的关键因素,二者的强度和贡献存在明显的潮周期变化和空间变化,垂向环流输沙的强度很弱,对净输沙贡献很小.南槽涨落潮输沙不对称现象明显,流速、悬沙浓度和历时都具有一定的涨落潮不对称性,这些不对称现象共同调节和控制着潮周期净输沙强度和方向的时空变化. 相似文献
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Impact of the eastern water diversion from the south to the north project on the saltwater intrusion in the Changjiang Estuary in China 总被引：3，自引：0，他引：3
The south to the north project(WDP) on the saltwater intrusion in the Changjiang Estuary is studied by the improved three-dimensional(3D) numerical model.The net unit width flux in the Changjiang Estuary as well as the sectional salt flux is calculated in the North Branch(NB),the South Branch(SB),the North Channel(NC),the South Channel(SC),the North Passage(NP) and the South Passage(SP),respectively.The net seaward water flux in the SB is reduced,and the net water flux spilling over from the NB to the SB is enhanced after the eastern WDP.Under the mean river discharge condition in the dry season,the net salt flux spilling over from the NB to the SB is increased by 2.09 t/s and 0.52 t/s during the spring and neap tides,respectively,due to the eastern WDP.The saltwater intrusion in the Changjiang Estuary is enhanced by the eastern WDP.Compared with that during the spring tide,the net water diversion ratio during the neap tide in the NC is smaller,and thus the enhancement of the saltwater intrusion by the eastern WDP is smaller in the NC,and larger in the NP and the SP.The tidally averaged surface salinity at the water intakes of the Dongfengxisha Reservoir,the Chenhang Reservoir and the Qingcaosha Reservoir rises both during the spring and neap tides. 相似文献
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《Marine and Petroleum Geology》2012,33(1):95-109
Using an integrated multi-beam bathymetry, high-resolution seismic profile, piston core, and AMS 14C dating data set, the current study identified two sediment wave fields, fields 1 and 2, on the South China Sea Slope off southwestern Taiwan. Field 1 is located in the lower slope, and sediment waves within it are overall oriented perpendicular to the direction of down-slope gravity flows and canyon axis. Geometries, morphology, and internal seismic reflection configurations suggest that the sediment waves in field 1 underwent significant up-slope migration. Field 2, in contrast, is located more basinward, on the continental rise. Instead of having asymmetrical morphology and discontinuous reflections as observed in field 1, the sediment waves in field 2 show more symmetrical morphology and continuous reflections that can be traced from one wave to another, suggesting that vertical aggradation is more active and predominant than up-slope migration.Three sediment wave evolution stages, stage 1 through stage 3, are identified in both field 1 and field 2. During stage 1, the sediment waves are built upon a regional unconformity that separates the underlying mass-transport complexes from the overlying sediment waves. In both of these two fields, there is progressive development of the sediment waves and increase in wave dimensions from the oldest stage 1 to the youngest stage 3, even though up-slope migration is dominant in field 1 whereas vertical aggradation is predominant in field 2 throughout these three stages.The integrated data and the depositional model show that the upper slope of the study area is strongly dissected and eroded by down-slope gravity flows. The net result of strong erosion is that significant amounts of sediment are transported further basinward into the lower slope by gravity flows and/or turbidity currents. The interactions of these currents with bottom (contour) currents induced by the intrusion of the Northern Pacific Deep Water into the South China Sea and preexisting wavy topography in the lower slope result in the up-slope migrating sediment waves in field 1 and the contourites as observed from cores TS01 and TS02. Further basinward on the continental rise, turbidity currents are waned and diluted, whereas along-slope bottom (contour) currents are vigorous and most likely dominate over the diluted turbidity currents, resulting in the vertically aggraded sediment waves in field 2.The results from this study also provide the further evidence for the intrusion of the Northern Pacific Deep Water into the South China Sea and suggest that this intrusion has probably existed and been capable of affecting sedimentation in South China Sea at least since Quaternary. 相似文献
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渤海海峡沉积物输运的参数化计算 总被引：1，自引：1，他引：0
本文以2018年冬季渤海海峡两个站位的定点连续观测数据为基础，使用一维参数化方案，计算了观测站位底边界层内的水平悬浮物输运通量以及推移质输运量。在参数化方案中，简化的一维对流扩散方程被用于计算底边界层内的垂向悬浮物浓度。为了验证参数化方案的可靠性，本文基于观测数据对比了两种底剪切应力计算模型、四种临界起动剪切应力计算方法和两种一维对流扩散方程解法。对比结果表明:(1)不同模型计算的底剪切应力结果相近；(2)临界起动剪切应力受到颗粒间黏性作用的影响；(3)一维对流扩散方程的求解过程需要考虑沉积物浓度的分层效应和不同粒级颗粒临界起动剪切应力的差异。基于上述对比结果确定的最优参数化方案，进一步计算了观测站位的沉积物输运量:(1)在有再悬浮的时段，距底5 m内的水平悬浮物通量占全水深悬浮物通量的比例(T01站约为21%，T02站约为17%)显著高于相同层位水通量的占比；(2)依据参数化方案估算的冬季平均的悬浮物通量比忽略底边界层悬浮物浓度垂向变化的传统方法结果高约16%；(3)推移质输运量比悬移质输运量约低两个数量级。 相似文献
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《Coastal Engineering》2005,52(2):159-175
The Frisian Inlet is one of the tidal basins of the Dutch Wadden Sea. In 1969, its basin area was reduced by 30%. As documented by bathymetric surveys, this has led to an import of sediment of 30×106 m3 over the first 18 years. The study presented in this paper seeks to establish the mechanisms responsible for the passage of the sediment through the throat cross-section of the inlet channel. Emphasis is on a 14-day period of relative calm when sediment transport can be attributed solely to tidal currents. Use is made of continuous measurements of velocity, sand and silt concentration. The measurement station was located on one side of the throat cross-section in a water depth of approximately 6 m. For both the sand and silt fraction of the sediment, suspended load transport is the dominant transport mode. It is shown that for sand, concentration variations and net transport are determined by the local (in the throat section) velocity. Especially the residual velocity and tidal velocity asymmetry play an important role in the net sand flux. For silt, except for transport associated with locally generated vertical mixing, the net transport is largely determined by sedimentation–erosion processes in the basin and the silt concentration in the North Sea. Comparison with measurements in a station located in the middle of the throat section shows considerable difference in residual velocity and tidal velocity asymmetry. As a result, the sediment fluxes also differ. Accurately determining the net sediment flux in the throat section would require a dense net of measurement stations. 相似文献
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Jidapa Koomklang Hitomi Yamaguchi Kazuhiko Ichimi Kuninao Tada 《Journal of Oceanography》2018,74(1):13-21
A superficial sediment layer (SL) is the top 2–3 mm layer of surface sediment that may contribute to high upward nutrient flux. To study the characteristics and the biogeochemical processes in the superficial layer, the seasonal variation in the total phytopigments (chlorophyll a and pheo-pigments), total organic carbon (TOC), and total nitrogen (TN) of the surface sediments in a shallow coastal area, Shido Bay, were measured, and the influence of the superficial sediment layer on nutrient flux at the sediment–water interface was investigated. TOC and TN content were relatively constant for the SL and subsurface layers (0–1 and 1–2 cm) during the study period. In contrast, total phytopigments content was higher in the SL layer than in the subsurface layers. The results of upward nutrient flux experiments showed higher nutrient release within the whole sediment core (SL remaining) than the SL-less (SL removed) core. Moreover, high nutrient fluxes were observed during the high temperature season, indicating that seasonal variation in nutrient flux was regulated by temperature. Moreover, in the low temperature season, the SL seemed to absorb nutrients, probably because of microphytobenthos photosynthesis that took up the nutrients under the sufficient light penetration to the sea floor. 相似文献
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Anil K. Pratihary S.W.A. Naqvi H. Naik B.R. Thorat G. Narvenkar B.R. Manjunatha V.P. Rao 《Estuarine, Coastal and Shelf Science》2009
In-situ measurements of benthic fluxes of oxygen and nutrients were made in the subtidal region of the Mandovi estuary during premonsoon and monsoon seasons to understand the role of sediment–water exchange processes in the estuarine ecosystem. The Mandovi estuary is a shallow, highly dynamic, macrotidal estuary which experiences marine condition in the premonsoon season and nearly fresh water condition in the monsoon season. The benthic flux of nutrients exhibited strong seasonality, being higher in the premonsoon compared to the monsoon season which explains the higher ecosystem productivity in the dry season in spite of negligible riverine nutrient input. NH4+ was the major form of released N comprising 70–100% of DIN flux. The benthic respiration rate varied from −98.91 to −35.13 mmol m−2 d−1, NH4+ flux from 5.15 to 0.836 mmol m−2 d−1, NO3− + NO2− from 0.06 to −1.06 mmol m−2 d−1, DIP from 0.12 to 0.23 mmol m−2 d−1 and SiO44− from 5.78 to 0.41 mmol m−2 d−1 between premonsoon to monsoon period. The estuarine sediment acted as a net source of DIN in the premonsoon season, but changed to a net sink in the monsoon season. Variation in salinity seemed to control NH4+ flux considerably. Macrofaunal activities, especially bioturbation, enhanced the fluxes 2–25 times. The estuarine sediment was observed to be a huge reservoir of NH4+, PO43− and SiO44− and acted as a net sink of combined N because of the high rate of benthic denitrification as it could remove 22% of riverine DIN influx thereby protecting the eco system from eutrophication and consequent degradation. The estuarine sediment was responsible for ∼30–50% of the total community respiration in the estuary. The benthic supply of DIN, PO43− and SiO44− can potentially meet 49%, 25% and 55% of algal N, P and Si demand, respectively, in the estuary. Based on these observations we hypothesize that it is mainly benthic NH4+ efflux that sustains high estuarine productivity in the NO3− depleted dry season. 相似文献