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PHYSICAL AND NUMERICAL MODELING OF DELTAIC SEDIMENTATION IN LAKES AND RESERVOIRS

机译:湖泊和水库中三角洲沉积物的物理和数值模拟

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摘要

Deltas form where rivers meet standing bodies of water such as lakes and reservoirs. A delta is composed of a coarse-grained fluvially-deposited topset, a coarsegrained prograding foreset deposited by grain avalanching and a fine-grained bottomset deposited from a surface sediment plume or a plunging turbidity current. Here the case of a 1D delta in a body of fresh water with a bottomset emplaced by a plunging turbidity current is considered. The authors have previously developed a moving-boundary numerical model pertaining to such deltas. In that model the coarse-grained material is characterized with a single sand size and the fine-grained material is characterized with a single mud (silt-clay) size that drives the plunging turbidity current. Here the analysis is extended to the case for which the turbidity current is driven by two agents: mud and dissolved salt. Salt serves as a surrogate for a mud so fine that its fall velocity can be neglected. The results of the numerical model are tested against an experiment.
机译:三角洲形成河流与湖泊和水库之类的水立面相遇的地方。一个三角洲由一个粗粒的河流沉积顶峰,一个由谷粒崩塌沉积的粗粒化前陆和一个由表面沉积物羽流或急速浑浊的沉积而形成的细粒底峰组成。在这里,考虑了淡水水中一维三角洲的情况,其底部因急速的浑浊电流而升高。作者先前已经开发了与此类增量有关的移动边界数值模型。在该模型中,粗粒料的特征是单一的沙粒大小,而细粒料的特征是具有单一的泥浆(粉土)大小,这些泥土会驱动急剧下降的浊流。在这里,分析扩展到混浊电流由两种因素驱动的情况:泥浆和溶解盐。盐是泥浆的替代品,它太细,以至于它的下落速度可以忽略不计。数值模型的结果针对实验进行了测试。

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