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71.
The formation of incised valleys on continental shelves is generally attributed to fluvial erosion under low sea level conditions. However, there are exceptions. A multibeam sonar survey at the northern end of Australia's Great Barrier Reef, adjacent to the southern edge of the Gulf of Papua, mapped a shelf valley system up to 220 m deep that extends for more than 90 km across the continental shelf. This is the deepest shelf valley yet found in the Great Barrier Reef and is well below the maximum depth of fluvial incision that could have occurred under a − 120 m, eustatic sea level low-stand, as what occurred on this margin during the last ice age. These valleys appear to have formed by a combination of reef growth and tidal current scour, probably in relation to a sea level at around 30–50 m below its present position.

Tidally incised depressions in the valley floor exhibit closed bathymetric contours at both ends. Valley floor sediments are mainly calcareous muddy, gravelly sand on the middle shelf, giving way to well-sorted, gravely sand containing a large relict fraction on the outer shelf. The valley extends between broad platform reefs and framework coral growth, which accumulated through the late Quaternary, coincides with tidal current scour to produce steep-sided (locally vertical) valley walls. The deepest segments of the valley were probably the sites of lakes during the last ice age, when Torres Strait formed an emergent land-bridge between Australia and Papua New Guinea. Numerical modeling predicts that the strongest tidal currents occur over the deepest, outer-shelf segment of the valley when sea level is about 40–50 m below its present position. These results are consistent with a Pleistocene age and relict origin of the valley.

Based on these observations, we propose a new conceptual model for the formation of tidally incised shelf valleys. Tidal erosion on meso- to macro-tidal, rimmed carbonate shelves is enhanced during sea level rise and fall when a tidal, hydraulic pressure gradient is established between the shelf-lagoon and the adjacent ocean basin. Tidal flows attain a maximum, and channel incision is greatest, when a large hydraulic pressure gradient coincides with small channel cross sections. Our tidal-incision model may explain the observation of other workers, that sediment is exported from the Great Barrier Reef shelf to the adjacent ocean basins during intermediate (rather than last glacial maximum) low-stand, sea level positions. The model may apply to other rimmed shelves, both modern and ancient.  相似文献   

72.
Australia's largest river, the River Murray, discharges to the southern ocean through a coastal lagoon and river-dominated tidal inlet. Increased water extractions upstream for irrigation have led to significantly reduced flows at the mouth and, as a result, the area is undergoing rapid change, particularly with regard to the rate at which sediment is being transported into the lagoon. Based on detailed and accurate bathymetric surveys it has been possible to estimate that the rate of lagoon in-filling is of the order of 100,000 m3 per year for the period June 2000 to May 2003, although the actual rate shows significant year to year variability. Dredging of the lagoon commenced in 2000 in an attempt to reverse the trend.In an effort to understand the behaviour of the inlet a one-dimensional numerical model of the inlet has been developed. The model extends the original of van de Kreeke by including a dynamic inlet throat area based on predicted river flows and a sediment transport module to predict the resulting net sediment transport. Comparisons with water level data collected on both the ocean and lagoon sides of the mouth have shown that the model is able to predict the attenuation and lag of the tidal signal reasonably well. The sediment transport model was based on predicted sediment concentrations in the surf zone and was found to predict the rate of sediment in-filling to an acceptable level of accuracy. It is envisaged that the model will be a useful management tool, especially since it is possible to manipulate river discharges to the mouth.  相似文献   
73.
海坛海峡二维潮流场数值模拟   总被引:2,自引:0,他引:2  
海坛海峡为南北狭长型海峡,海峡内潮波属于前进波.本文建立了平面二维浅水波数学方程,利用欧拉-拉格朗日差分方法得到数值解,模型采用随时间变化的动边界技术,成功地模拟了海坛海峡的前进波特征,并根据实测数据进行了验证.同时计算了同潮时线和等振幅线,不同时刻的潮流场和潮流平均流速分布.计算结果表明,北部湾口M2分潮高潮时间比南部湾口早约5~6min,等振幅线范围约为2.12~2.15m.海峡内流速分布呈南北强、中间弱的特点,最大流速1m/s左右.  相似文献   
74.
- Based on field investigations, this paper analyzes three types of harbour basinns and navigation channel excavated on seabed in Jiaozhou Bay, get a general rule of deposition for excavated trough, it found that pollution is one of crucial factors resulting in the deposition of the excavated trough in the east shore of Jiaozhou Bay. With these results, it predicted the annual deposition thickness for the excavated trough and disclosed the fact that it can't be deposited deadly during one storm. At the same time, with two-dimensional numerical model, it studied the effects of the excavated trough and the reclamation near shore on tidal cureent and said that the excavated trough can decrease the current velocity passing through the trough about 10- 15%, but only limited inside and near the trough and there are no effect on other regions; reclamation can cut off the pollution sources and no obvious effect on the currents of the Jiaozhou Bay. Connecting the deep trough and Cangkou tidal channel with a new  相似文献   
75.
本文对青岛—石臼所沿岸潮流特征进行了分析。实际观测资料表明,这一带潮流具有典型的往复流性质,并有较明显的不对称性和较大的垂直变化。文中指出涨落潮流不对称性是由于余流和分潮流影响的结果。讨论了不对称性随余流和分潮流的变化和潮流垂直梯度的特征。不对称和垂直梯度对泥沙运动和污染扩散的影响在文中也作了阐述。  相似文献   
76.
黄岛电厂取水工程潮流泥沙数值模拟   总被引:1,自引:0,他引:1  
李孟国  时钟 《海岸工程》2006,25(2):13-21
建立了基于不规则三角形网格的考虑波浪及其破碎作用的二维潮流场和泥沙场数学模型,对黄岛电厂取水海域的潮流场、泥沙场进行了数值模拟和分析,对电厂取水口的泥淤积强度进行了计算。计算结果表明,电厂取水口附近海区流弱水清,取水口泥沙淤积轻微,对电厂取水基本没有影响。  相似文献   
77.
乐清湾近期海岸演变研究   总被引:2,自引:0,他引:2  
乐清湾是一个与东海相通的半封闭型强潮海湾。通过对1934,1968和1992年的海图对比研究表明:近期乐清湾各等深线所围水域面积持续减小。后一阶段,围垦使岸线推进速度加快,滩涂面积由前一阶段的不断增加转变为不断减小。1934到1968年,西南部最大潮滩华岐潮滩岸线和零米线平均外推速率分别为4.88m/a和13.24m/a;1968到1992年平均淤进速率分别为6.17m/a和8.08m/a。实地采样分析表明:表层水样平均悬沙浓度为0.1043kg/m3,从湾顶向湾口呈不断增加的趋势。悬沙浓度虽较低,但湾内处于低能动力沉积环境,有利于细颗粒沉积物落淤,这是湾内地貌演变的要因。长江入海南移和陆架区再悬浮的细颗粒物质是乐清湾主要的泥沙来源。泥沙自然淤积和人类活动影响是近期乐清湾大部分岸线处于淤进状态的原因。漩门二期工程前后乐清湾的纳潮量减小了5.73%,落潮流相对携沙能力降低为工程前的79%。而根据实测落潮平均流速计算得围垦后落潮流的相对携沙能力减弱为原来的54%。而从1934年到漩门二期围垦工程后,纳潮量减小了22.57%。开辟盐田和围垦造陆工程等人类活动,对海岸演变的影响显著。  相似文献   
78.
79.
INTRODUCTIONTheDenglouCape ,inthesouthwestoftheLeizhouPeninsula ,isatthenorthmarginoftropicalzone .SeveralresearchesandcartographiesoftheregionalgeomorphologyandQuater narygeology ,whichwerecarriedoutinthepast,allincludethisarea (MGL ,SCSIO ,CAS ,1 978;GPCSGRCZT…  相似文献   
80.
龙口湾位于山东半岛北部,莱州湾东北隅,为莱州湾的一个附属海湾.海湾湾口朝向西南,湾廓近似半圆形,属半封闭海湾.龙口验潮站位于湾顶(图1),水深7m.  相似文献   
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