共查询到17条相似文献，搜索用时 93 毫秒
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采用中子活化示踪砂技术,对长江口北槽下航道南侧抛泥区泥沙运移趋势进行了现场示踪研究.研究结果表明:在航道南侧抛泥区抛泥,泥沙的运移扩散方向在导堤内基本与航道平行,近似长带形分布.出导堤后运移扩散的主导方向偏向东南.在导堤内进入或越过航道的泥沙量很少,出导堤后进入或越过航道的泥沙量更少.回槽率估算结果表明,在抛泥后第3 d,泥沙回槽率<4.6%;抛泥后第4 d,泥沙回槽率<5.6%;抛泥后第5 d,泥沙回槽率<5.3%.由此得出泥沙回槽率不高,航道南部的抛泥区是较为理想的抛泥区. 相似文献
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矾石浅滩抛泥区泥沙的运动规律及其对航道回淤影响的研究 总被引：2，自引：0，他引：2
１９９２年１０月在“珠江口航整治规划”研究中应用中子活化示踪沙技术对矾石浅滩抛泥区泥沙的运动规律及其对航道的回淤影响进行了现场测试，就该抛泥区的合理性进行了分析。该抛泥区所抛泥沙主要沿矾石浅滩南移沉积，另有一部分西行进入伶仃航道，为减少航道的淤积，该抛泥区应适当向东迁移。 相似文献
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利用粒子追踪、中子活化示踪砂技术以及赵冲久和Yalin等相关公式对黄骅港抛泥区泥沙运移规律进行了研究,并在此基础上分析了抛泥区对黄骅港航道淤积的影响。结果表明,在正常天气下,抛泥区的泥沙运移主要受潮流控制;在大风条件下,泥沙运移则受到波浪、潮流、风生流等多种因素的影响;抛泥区泥沙几乎不会对航道淤积产生直接影响,其对航道淤积的影响是间接和有限的。 相似文献
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利用放射性示踪沙定量观测长江口北槽航道抛泥区底沙运动 总被引：3，自引：0，他引：3
１９９１年６月在国际原子能机构的合作下，在长江口北槽航道上抛泥区进行了一次大规模的放射性示踪沙试验。示踪核素为钪－４６，总活度为１７．９５×１０~（１０）Ｂｑ（４．８５Ｃｉ），示踪沙投放总量为４９５ｇ。本试验目的是通过定量观测底沙运移的方向、路线、速度和输沙率，以期为北槽航道上抛泥区今后能否继续作为抛泥区使用提供直观可靠论据。本次试验观测资料表明，在北槽航道上抛泥区，在中小讯期间，无论是涨潮时投放的示踪沙还是落潮时投放的示踪沙都受落潮流控制，并向北槽航道中段输移。据测量资料分析，在上口抛泥区投放的示踪沙最终沿着１１０°的运动方向以７５８ｍ／ｄ的运动速度，在２６９~＃航标附近进入挖槽，单宽输沙率为４７．８ｍ~３／ｍｄ。 相似文献
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研究利用铱(Ir)作为信号元素制备示踪沙,在长江口北槽深水航道维护困难区段开展示踪沙的现场投放及回收试验。利用火试金法对回收的泥沙样品进行痕量铱金属的提炼,并将其富集在微小铅珠中;再将铅珠压成薄片,并作为原子反应堆照射靶样进行中子活化分析,检测铱的含量。实验结果表明,在位于北槽深水航道北侧的3#坑投放示踪沙,北槽试验区所有泥沙样品中均检测出铱含量,其中位于深水航道南侧滩地上泥样中铱含量最高。因此,北侧3#贮泥坑流失的泥沙存在着跨越航道进入南侧边滩的情况,这对北槽中段航道回淤的影响较大,为改善北槽深水航道困难段的维护条件需要改进该处的抛吹泥工艺或限制抛泥活动。 相似文献
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闽江口底沙运动的放射性示踪法研究 总被引：2，自引：0，他引：2
本文报道了在福建省首次进行的应用放射性示踪法观测闽江口底沙运动的研究结果。详细叙述了放射性示踪沙的实验方法,结合水文和地质资料具体分析了实验结果,为外沙抛泥区的选择和内沙航道增深工程提供了科学依据。 相似文献
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2019年以来,长江口海域年疏浚总量约为7 000×104 m3,现有的7座吹泥站停用后,长江口倾倒区容量仅剩约3 000×104 m3,疏浚物处置缺口约为4 000×104 m3,需及时开展海洋倾倒区选划工作。通过FVCOM （Finite Volume Community Ocean Model）数值模型对预选倾倒区进行抛泥扩散模拟,并分析其影响。根据长江口航道管理局所统计的疏浚船只,结合实际情况,选定12 000 m3舱容作为代表船只进行模拟。模拟结果显示,抛泥悬浮物主要在倾倒区周围呈螺旋状扩散,从扩散范围来看,4个预选倾倒区抛泥时,其10 mg/L增量包络线均不会显著影响到附近主航道及周边环境敏感区,其中预选倾倒区D扩散影响范围最大,C次之,A和B扩散影响范围最小。从动力角度来看,长江口深水航道北侧两个预选倾倒区（A和B）倾倒扩散时,对南侧深水航道造成回淤的概率更大,深水航道南侧水动力条件优于北侧。综合抛泥扩散影响范围和动力条件来看,预选倾倒区C位置最佳。 相似文献
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《Estuarine, Coastal and Shelf Science》1987,24(5):599-609
Above- and below-ground water-level fluctuations were measured in the marshes south of New Orleans, Louisiana, between November 1982 and December 1983. The purpose of the program was to define the basic marsh water-level regime and to investigate how canal spoil banks may influence the water-level regime. Two study areas were used: (1) a control area, defined as a section of marsh with unrestricted hydrologic connection to an adjacent bayou; and, (2) a partially-impounded area, defined as an area with limited hydrologic connection to an adjacent bayou due to the presence of dredged canal spoil banks. Data sources included marsh water levels from gages deployed at three sites within the study areas and water levels from the adjacent bayous obtained from the tide gages of U.S. Army Corps of Engineers.Data from all marsh gage sites showed a similar pattern with a distinct surface and subsurface diurnal tidal signal superimposed upon other, larger scale events. These larger scale events correspond to the passage of weather fronts. The data also indicated that a significant amount of water-level fluctuation in the marshes occurs below ground.A comparison of the control area and the partially-impounded site indicated that the spoil banks changed the response of the marsh water levels to the forcing from the bayou, with the result that the partially-impounded area: (1) was flooded 141 hours more per month than the control area; (2) had fewer, but longer flooding events; (3) had fewer but longer drying events; and (4) reduced water exchange, both above and below ground. 相似文献
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The impact of dredge spoil disposal on asymmetrical large-scale dunes has been studied at a disposal site in a shallow subtidal area of the outer Weser Estuary (German Bight, southeastern North Sea). Between June and December 1998, this site was used for the disposal of ~3×106 m3 dredge spoil. Repeated bathymetric surveys with a multibeam echosounder system reveal that the artificial supply of sediment provoked significant morphological changes in the dune field, including the infill of dune troughs and even the complete burial of individual dunes. However, even completely buried dunes began to regenerate within a few months. In addition, slow migration of the dunes toward the open sea was observed, indicating net seaward sediment transport in the survey area. Since the dumped sediment does not appear to have a persistent effect on the bedforms and, in all likelihood, will be exported from the estuarine system on medium- to long-term timescales, the investigated area constitutes a suitable disposal site. 相似文献
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With the development of high-resolution multibeam echosounder systems (MBES) for surveying shallow-water areas a new tool is available to monitor rapid changes in seabed morphology as, e.g., caused by the dumping of dredge spoil in coastal waters. In this study, four data sets of repeated bathymetric surveys with a MBES were processed and analyzed. The data were collected in a 1.94-km2 dumping site in the outer Weser Estuary (German Bight). Between June and December 1998, 2.6 million m3 of dredged sediment were deposited there. The bathymetric maps generated in the course of this study reveal features such as subaqueous dunes, scour holes, and mounds of dumped dredge spoil. The mean water depth decreased by about 1 m during the dumping period. Furthermore, difference grids showing changes in sediment volume allowed a calculation of the sediment budget for the monitored area. After a time period of only 5 months, 0.5 million m3 of the originally dumped 2.6 million m3 of dredge spoil had already been removed from the dumping site. 相似文献
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Organic contaminants from several different chemical classes were analyzed in surface sediments along a transect from the head to the mouth of Narragansett Bay. The chemical classes included total hydrocarbons, polycyclic aromatic hydrocarbons, substituted benzotriazoles and phthalic acid esters. Sediment concentrations of all compounds were highest in the Providence River and decreased with distance downbay. The observed decreases were approximately exponential for all compounds; however, the distances at which the concentrations decreased to one-half of their initial concentrations (half-distances) were different.The depth distributions of these compounds in sediment cores from three locations were also investigated. A sediment core collected near the head of the bay (Conimicut Point) showed a well defined historical record of contaminant input to the bay. At a mid-bay location (North Jamestown), however, the record was smeared because of extensive bioturbation.A sediment core collected near the mouth of the bay (Rhode Island Sound) showed a subsurface increase for all of the measured compounds. The results of detailed analyses suggest that this horizon may have been influenced by dredge spoil material originally from the head of the bay. 相似文献
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ADCP对悬浮沉积物浓度的测量及其误差分析研究 总被引：6，自引：0，他引：6
为实时、连续地测量海水中悬浮沉积物,利用声学多普勒海流剖面仪(ADCP),可以在测流的同时,测量海洋悬浮沉积物浓度。描述了利用后散射强度,估计悬浮沉积物浓度的原理。在现场测试中,利用采水器采集水样,通过水样分析并结合声信号的衰减特征对AI)CP的测量结果进行修正。作者还结合现场测试结果,对这一测量方法的精度进行了分析。现场实验表明,经公式校正后,ADCP测得的后散射强度与实测水样所获得的悬浮沉积物浓度之间有很好的相关性,相关系数达0．88,由此证明,此测量方法具有很好的实用价值和应用前景。 相似文献