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Volume 40 Issue 2
Apr.  2022
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MA Yiming, HAO Ziyao, HUANG Zehan, WANG Lanqi, YU Luji. FUNCTION OF MICROORGANISMS IN WATER PURIFICATION: A CASE STUDY OF THE QING-YI RIVER[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(2): 20-26. doi: 10.13205/j.hjgc.202202004
Citation: MA Yiming, HAO Ziyao, HUANG Zehan, WANG Lanqi, YU Luji. FUNCTION OF MICROORGANISMS IN WATER PURIFICATION: A CASE STUDY OF THE QING-YI RIVER[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(2): 20-26. doi: 10.13205/j.hjgc.202202004

FUNCTION OF MICROORGANISMS IN WATER PURIFICATION: A CASE STUDY OF THE QING-YI RIVER

doi: 10.13205/j.hjgc.202202004
  • Received Date: 2020-04-19
    Available Online: 2022-04-02
  • Publish Date: 2022-04-02
  • The self-purification of water bodies is of great significance in the study of water environment. Microorganisms are the main bearers of self-purification of water bodies. In order to study the role of microorganisms in self-purification of water bodies, this study used degradation coefficients to characterize the self-purification of water bodies to COD, ammonia nitrogen, TN and TP. To use mercury chloride inactivated microorganisms as a control group, the degradation coefficient was divided into comprehensive degradation and biological degradation. In-situ degradation coefficient calculation experiments were carried out in three characteristic sections of the Qing-Yi River, and typical sections were selected for high-throughput microbial detection. The results showed that: 1) the main groups of microorganisms in the river were the common obligate aerobic genus such as Pyricularia sp., Thermomonas sp, and a small number of genus bacteria capable of nitrification. 2) The biodegradation coefficients of COD and ammonia nitrogen were positively correlated with their comprehensive degradation coefficients, and the proportion of biodegradation was high, 78% and 42%, respectively. TN and TP had no significant relationship, indicating that COD and ammonia nitrogen were more dependent on biological self-purification than TN and TP in the river channel. 3) Through fitting the biodegradation coefficient with the comprehensive degradation coefficient, and combining the first-order kinetic degradation equation, the equation between the initial concentration and the concentration after comprehensive degradation and biological degradation was deduced.
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