Performance of ozone as a disinectant for combined sewer overflow

被引:23
|
作者
Wojtenko, I [1 ]
Stinson, MK [1 ]
Field, R [1 ]
机构
[1] US EPA, Urban Watershed Management Branch, Water Supply & Water Resources Div, Natl Risk Management Res Lab, Edison, NJ 08837 USA
关键词
ozone; high-rate disinfection; combined sewer overflow (CSO); pathogens; microorganisms; microbes; suspended solids;
D O I
10.1080/20016491089235
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Disinfection of combined sewer overflow (CSO) minimizes the number of disease-causing microorganisms (pathogens) released into receiving waters. Currently, the primary disinfecting agent used in the United States for wastewater treatment is chlorine (Cl-2); however, Cl-2 produces problems in aquatic ecosystems. As a result, alternative disinfectants are being investigated. This article presents the results of a state-of-the-art review of the effectiveness of ozone (O-3) for CSO disinfection. Data on major studies investigating CSO ozonation as well as its advantages and disadvantages are presented. Ozone inactivates a wider range of microorganisms than Cl-2. In addition, O-3 has a relatively high disinfection kill power, releases limited byproducts, is nonreactive with ammonia, and has an excellent ability for removing undesirable odor and color. The effectiveness of ozonation was found to be strongly dependent upon the occluding effects of suspended solids and influent quality. The reaction of O-3 with water impurities is a major limitation. In general, ozonation can be an effective, but expensive, technology for CSO disinfection.
引用
收藏
页码:295 / 309
页数:15
相关论文
共 50 条
  • [21] URBAN RUNOFF AND COMBINED SEWER OVERFLOW
    FIELD, R
    GARDNER, BB
    JOURNAL WATER POLLUTION CONTROL FEDERATION, 1978, 50 (06): : 1170 - 1185
  • [22] URBAN RUNOFF AND COMBINED SEWER OVERFLOW
    DEGUIDA, RN
    CLARKSON, RA
    JOURNAL WATER POLLUTION CONTROL FEDERATION, 1986, 58 (06): : 534 - 539
  • [23] URBAN RUNOFF AND COMBINED SEWER OVERFLOW
    MOFFA, PE
    FREEDMAN, SD
    OWENS, EM
    FIELD, R
    CIBIK, C
    JOURNAL WATER POLLUTION CONTROL FEDERATION, 1981, 53 (06): : 770 - 776
  • [24] URBAN RUNOFF AND COMBINED SEWER OVERFLOW
    DEGUIDA, RN
    JOURNAL WATER POLLUTION CONTROL FEDERATION, 1988, 60 (06): : 864 - 867
  • [25] URBAN RUNOFF AND COMBINED SEWER OVERFLOW
    FIELD, R
    DORIVAL, RA
    JANECZEK, J
    JOURNAL WATER POLLUTION CONTROL FEDERATION, 1979, 51 (06): : 1281 - 1294
  • [26] An Analytical Stochastic Approach for Evaluating the Performance of Combined Sewer Overflow Tanks
    Wang, Jun
    Guo, Yiping
    WATER RESOURCES RESEARCH, 2018, 54 (05) : 3357 - 3375
  • [27] AUTOMATED REGULATORS FOR COMBINED SEWER OVERFLOW CONTROL
    KUDUKIS, R
    PEW, KA
    PROGRESS IN WATER TECHNOLOGY, 1978, 9 (5-6): : 349 - 354
  • [28] URBAN RUNOFF AND COMBINED SEWER OVERFLOW.
    DeGuida, Richard N.
    Clarkson, Robert A.
    Journal of the Water Pollution Control Federation, 1987, 59 (06): : 432 - 436
  • [29] Combined sewer overflow abatement in boston harbor
    Bingham, David R.
    Breen, Cheryl A.
    Collins, Michael
    Marx, Lise
    Civil Engineering Practice, 1994, 9 (01):
  • [30] SIMULATION OF THE IMPACT OF COMBINED SEWER OVERFLOW ON RIVERS
    JOHANSEN, NB
    HVITVEDJACOBSEN, T
    HARREMOES, P
    NORDIC HYDROLOGY, 1984, 15 (4-5) : 325 - 332