首页> 外文会议>Estuarine and Coastal Fine Sediments Dynamics INTERCOH 2003 >PREDICTION OF COHESIVE SEDIMENT TRANSPORT AND BEDDYNAMICS IN ESTUARIES AND COASTAL ZONES WITH INTEGRATEDNUMERICAL SIMULATION MODELS
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PREDICTION OF COHESIVE SEDIMENT TRANSPORT AND BEDDYNAMICS IN ESTUARIES AND COASTAL ZONES WITH INTEGRATEDNUMERICAL SIMULATION MODELS

机译:利用集成数值模拟模型预测河口和海岸带的沉积物沉积和沉积动力学。

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Within the E.U. fourth framework programme a joint research programme has beencarried out between 1997 and 2000 on the ?Prediction of cohesive sediment transport andbed dynamics in estuaries and coastal zones with integrated numerical simulationmodels? (acronymn COSINUS).The objective of the research programme was to establish well validated physical andmathematical descriptions of the behavior and fate of concentrated near-bed suspensions(CBS or ?fluid mud?) and their interaction with the water and the sediment bed.Since there seemed to be a lack of experimental data on the role of flocculation andturbulence in the formation and erosion of mud beds and on the formation of CBS, anexperimental programme has been set up to obtain these data. It consisted of fieldmeasurements in the Tamar estuary (U.K.) on floc formation and laboratory experimentsat Delft, Oxford and Grenoble on the formation of mud beds and CBS and the influenceof floc structure and turbulence on these processes. The data have been stored in a database, which is accessible to the public.Different processes have been studied in detail: turbulence damping in sediment ladenflow; turbulence production due to internal waves in concentrated suspensions;flocculation; generation, properties and entrainment of CBS; bed strength developmentand erosion of mud beds.The detailed process models have been parameterized to obtain relatively simpleformulations which can be implemented into currently used 3D and 2DH engineeringsystem models.The performance of the improved system models has been tested by application of themodels to a schematic estuary for which 2DV solutions with the detailed research modelswere used as a reference. The models have been applied and tested in three real estuaries(Tamar in U.K., Loire in France and Weser in Germany).It is felt that great progress has been made in the physically based description of cohesivesediment dynamics with respect a.o. to the formulation of turbulence damping functions;the modelling of the rheology of a CBS, incl. Consolidation; the modelling of flocculationand the modelling of erosion and entrainment of CBS.Engineering software tools have been improved to enable better predictions of muddynamics for the benefit of estuarine an coastal managers.
机译:在欧盟范围内第四个框架计划是一项联合研究计划 在1997年至2000年期间进行了“粘性沉积物运移和运移的预测”。 集成数值模拟的河口和沿海地区河床动力学 楷模? (缩写为COSINUS)。 研究计划的目的是建立经过充分验证的身体和 集中式近床悬浮液的行为和命运的数学描述 (CBS或“流体泥浆”)及其与水和沉积物床的相互作用。 由于似乎缺乏有关絮凝和絮凝作用的实验数据。 泥床形成和侵蚀以及CBS形成过程中的湍流 已经建立了实验程序来获取这些数据。它由领域组成 塔玛河口(英国)的絮凝物形成和实验室实验 代尔夫特,牛津和格勒诺布尔的研究中心,探讨了泥床和CBS的形成及其影响 这些过程中絮状物结构和湍流的变化。数据已存储在数据中 基地,公众可以使用。 详细研究了不同的过程:含沙沉积物的湍流阻尼 流动;浓缩悬浮液中的内部波动引起的湍流产生; 絮凝CBS的产生,性质和夹带;床强度发展 和泥床的侵蚀。 详细的过程模型已参数化以获得相对简单 可以在当前使用的3D和2DH工程中实现的配方 系统模型。 改进的系统模型的性能已通过以下应用的测试: 到示意性河口的模型,其中带有详细研究模型的2DV解决方案 被用作参考。该模型已在三个真实河口中得到应用和测试 (英国的塔玛(Tamar),法国的卢瓦尔(Loire)和德国的韦瑟(Weser)。 可以认为,基于物理的内聚性描述已取得了很大的进步。 相对于a.o的沉积物动力学制定湍流阻尼功能; CBS流变学建模,包括。合并;絮凝的模型 以及CBS侵蚀和夹带的模型。 工程软件工具已得到改进,可以更好地预测泥浆 动态为河口海岸管理者的利益。

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