Two-Dimensional Water Environment Numerical Simulation Research Based on EFDC in Mudan River, Northeast China

Gula Tang, Jing Li, Yunqiang Zhu, Zhaoliang Li, F. Nerry
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引用次数: 4

Abstract

This paper establishes a two-dimensional (2D)numerical simulation model for water environment of Mudan River using hydrodynamic and water quality modelbased on EFDC. It simulates the migration of CODCr andNH3-N in urban sections of the trunk stream in glacial andnon-glacial periods. It also calibrates and verifies bedroughness and integrated attenuation coefficient ofpollutants. As the findings reveal, bed roughness andintegrated attenuation coefficient of pollutants varysignificantly in icebound and non-icebound seasons:roughness coefficient in icebound season is higher than thatin non-icebound season while attenuation rate in iceboundseason is lower than that in non-icebound season. Inaddition, main factors for attenuation rate drop in iceboundseason are, according to simulation results, temperaturedrop, upstream inflow decrease, and ice layer cover. Icesheet is the major contributor of roughness increase. It isfeasible to apply the 2D water environment numerical modelestablished in this paper to urban sections of Mudan Rivertrunk stream.
基于EFDC的牡丹江二维水环境数值模拟研究
利用基于EFDC的水动力和水质模型,建立了牡丹江水环境的二维数值模拟模型。模拟了冰期和非冰期干流城市段CODCr和nh3 - n的迁移。并对干旱度和污染物综合衰减系数进行了标定和验证。结果表明,沉积物表面粗糙度和污染物综合衰减系数在冰封期和非冰封期变化显著,冰封期的粗糙度系数高于非冰封期,而冰封期的衰减率低于非冰封期。此外,模拟结果表明,冰期衰减速率下降的主要因素是温度下降、上游入流减少和冰层覆盖。冰表是粗糙度增加的主要贡献者。将本文建立的二维水环境数值模型应用于牡丹江干流城市段是可行的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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