求大神翻译一下!要专业一点排入高浓度耗氧有机物的河流、河涌会形成黑臭水质,河流存在厌氧河段,为了在这种情况下利用最常用的street-Phelps方程,进行规划、修复和治理河流水环境等工作,
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![求大神翻译一下!要专业一点排入高浓度耗氧有机物的河流、河涌会形成黑臭水质,河流存在厌氧河段,为了在这种情况下利用最常用的street-Phelps方程,进行规划、修复和治理河流水环境等工作,](/uploads/image/z/13788239-23-9.jpg?t=%E6%B1%82%E5%A4%A7%E7%A5%9E%E7%BF%BB%E8%AF%91%E4%B8%80%E4%B8%8B%21%E8%A6%81%E4%B8%93%E4%B8%9A%E4%B8%80%E7%82%B9%E6%8E%92%E5%85%A5%E9%AB%98%E6%B5%93%E5%BA%A6%E8%80%97%E6%B0%A7%E6%9C%89%E6%9C%BA%E7%89%A9%E7%9A%84%E6%B2%B3%E6%B5%81%E3%80%81%E6%B2%B3%E6%B6%8C%E4%BC%9A%E5%BD%A2%E6%88%90%E9%BB%91%E8%87%AD%E6%B0%B4%E8%B4%A8%2C%E6%B2%B3%E6%B5%81%E5%AD%98%E5%9C%A8%E5%8E%8C%E6%B0%A7%E6%B2%B3%E6%AE%B5%2C%E4%B8%BA%E4%BA%86%E5%9C%A8%E8%BF%99%E7%A7%8D%E6%83%85%E5%86%B5%E4%B8%8B%E5%88%A9%E7%94%A8%E6%9C%80%E5%B8%B8%E7%94%A8%E7%9A%84street-Phelps%E6%96%B9%E7%A8%8B%2C%E8%BF%9B%E8%A1%8C%E8%A7%84%E5%88%92%E3%80%81%E4%BF%AE%E5%A4%8D%E5%92%8C%E6%B2%BB%E7%90%86%E6%B2%B3%E6%B5%81%E6%B0%B4%E7%8E%AF%E5%A2%83%E7%AD%89%E5%B7%A5%E4%BD%9C%2C)
求大神翻译一下!要专业一点排入高浓度耗氧有机物的河流、河涌会形成黑臭水质,河流存在厌氧河段,为了在这种情况下利用最常用的street-Phelps方程,进行规划、修复和治理河流水环境等工作,
求大神翻译一下!要专业一点
排入高浓度耗氧有机物的河流、河涌会形成黑臭水质,河流存在厌氧河段,为了在这种情况下利用最常用的street-Phelps方程,进行规划、修复和治理河流水环境等工作,分析了一维稳态河流在点源高BOD初始浓度条件下出现厌氧河段的动力学机制,分几种类型推导出计算最大不厌氧初始BOD浓度的递归函数,以及计算厌氧河段开始处所对应的随流时间的递归函数.利用递归函数计算,可最大限度地减少计算难度,使利用Streeter-Phelps方程模拟点源高浓度BOD污染河流的水质演变更准确、简捷.
求大神翻译一下!要专业一点排入高浓度耗氧有机物的河流、河涌会形成黑臭水质,河流存在厌氧河段,为了在这种情况下利用最常用的street-Phelps方程,进行规划、修复和治理河流水环境等工作,
水平有限,只能翻到这个程度了.
了作参考.
Discharge of high-concentrated oxygen-consuming organic compounds into rivers or creeks can cause the formation of black & odorous water. In rivers there exist anaerobic stream segments, in order to utilize the common-used Streeter-Phelps equation, and to implement the designing, repairing or bettering work for river's water circumstance, a couple of analysis work were done on the dynamic mechanism of how a anaerobic stream segment appears at one point-source under high BOD initial concentration in the one-dimension steady river. Based on this, recursive function of maximum non-anaerobic initial BOD concentration can be deduced in different modes, as well as the recursive function of follow-stream time at the beginning of anaerobic stream segment. With recursive function, the related calculation complexity can be reduced to the least, which can further provide a much more accurate & easier simulation of point-source high-concentrated BOD water quality via Streeter-Phelps Equation.