摘要
对漆水河水体自净规律进行了研究，通过实测和室内模拟实验相结合的方法，测定河流有机污染物的衰减系数0.7d-1，建立了河流BOD自净方程c1＝12.68exp（-0.25t），并确定了各种不同河段目标下的环境容量。
The Self-cleaning capacity of the Pitch river is studied. Through the field determination and laboratory simulation calture, the degredation rate constants of organic pollutants in the river is obtained. The decay coeffcient is 0.7(d-1), which has estabished self-puripication equation of nvers BOD at the sametime,c=12.68exp(-0.25t), counted environmental capacity of each control unit and calcucated allowabledischarge dose.
出处
《抚顺石油学院学报》
1996年第1期18-21,共4页
Journal of Fushun Petroleum Institute
基金
陕西省3216工程重点课题
