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稳态法确定酸沉降临界负荷的基本理论探讨
摘要点击 939  全文点击 1442  投稿时间:1997-01-31  
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中文关键词  酸沉降  临界负荷  生态系统  土壤  稳态法
英文关键词  acid deposition  critical load  ecosystem  soil  steady-state mass balance method
作者单位
谢绍东 清华大学环境工程系, 北京 100084 
郝吉明 清华大学环境工程系, 北京 100084 
周中平 清华大学环境工程系, 北京 100084 
中文摘要
      明确了确定酸沉降临界负荷理论中的基本概念。通过建立生态系统在临界状态时淋溶液中碱度产生的静态质量平衡得到计算酸沉降临界负荷的基本方程,由此方程又导出计算酸度、潜在酸度、硫和氮等临界负荷的数学表达式,并讨论了根据对选择的指示生物有机体不发生危害的临界化学值计算淋溶临界碱度的方法,由此给稳态法建立了完整系统的理论体系。
英文摘要
      Some basic conceptions were clearly stated in the theory of determining critical loads for acid deposition. Basic formula to calculate critical loads for acid deposition was obtained by establishing steady-state mass balance equation for alkalinity production in leaching solution. From this basic formula, mathematical expressions to calculate critical loads for acidity, potential acidity, sulfur deposition and nitrogen deposition were derived. The methods of calculating critical alkalinity leaching by means of critical chemical values that will not cause harmful effects on a selected indicator organism were also studied. Therefore, a complete and systematic theory for steady-state mass balance method was presented in the paper.

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