Study of Physicochemical and Bacteriological Quality of Treated Wastewater by the New Aourir Plant (Southwestern of Morocco) Using Activated Sludge Technology in a Semi-Arid Region

被引:12
作者
Haji, Sara [1 ]
Alla, Aicha Ait [1 ]
Noureddine, Slimani [1 ]
Ben Haddad, Mohamed [1 ]
Moukrim, Abdellatif [2 ]
机构
[1] Ibn Zohr Univ, Fac Sci, Lab Aquat Syst Marine & Continental Ecosyst, Agadir, Morocco
[2] Abdelamalek Essadi Univ, Fac Sci, Tetouan, Morocco
来源
JOURNAL OF ECOLOGICAL ENGINEERING | 2021年 / 22卷 / 06期
关键词
wastewater; Morocco; physicochemical parameters; activated sludge; Aourir; bacteriological param-eters; treatment plants; REUSE; FILTRATION; RESISTANCE; BACTERIA; SEWAGE; LAGOON; SOIL;
D O I
10.12911/22998993/137360
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In order to use the purified wastewater for the irrigation of a golf course in the Taghazout area (Southwestern of Morocco), this study was conducted to evaluate the physicochemical and bacteriological quality of the treated wastewater in the new Aourir plant (Activated Sludge technology). In order to achieve these objectives, three types of water were analyzed: raw water (RW), biologically treated water (BTW) and water treated by ultraviolet radiation (UV-TW). The physicochemical parameters analyzed were Temperature, pH, Electrical Conductivity (EC), Dissolved Oxygen (DO), Chemical Oxygen Demand (COD), five-day Biological Oxygen Demand (BOD5), Total Suspended Solids (SS), Nitrate (NO3), and Orthophosphates (PO4). Otherwise, the analyzed biological parameters are Total Coliforms (TC), Fecal Coliforms (FC), Escherichia coli (E. coli), and Fecal Streptococci (FS). The physicochemical parameters showed that temperature is always lower than 30 degrees C, the pH is close to neutrality and a strong fluctuation of the high electrical conductivity (2700 mu S/cm) occurs in UV-TW. At all stages of wastewater treatment, COD, BOD5, SS, NO3 and PO4 were below the limit values recommended by Moroccan standards. The bacteriological results showed a high level of bacterial contamination in RW and BTW, but in UV-TW the loads did not exceed 3 log10. The average loads of TC, FC, E. coli and FC in UV-TW were 2.13, 1.67, 1.77, and 2 (log10 CFU/100ml) respectively. Activated sludge treatment combined with UV has demonstrated sufficient quality to reuse treated water in irrigation; however, the UV treatment requires control to avoid any effect on the microbiological and physicochemical quality of green spaces and groundwater.
引用
收藏
页码:83 / 98
页数:16
相关论文
共 55 条
[1]   Impact of Climate Change on the Performance of Wastewater Treatment Plant: Case study Central Irbid WWTP (Jordan) [J].
Abdulla, Fayez ;
Farahat, Saif .
1ST INTERNATIONAL CONFERENCE ON OPTIMIZATION-DRIVEN ARCHITECTURAL DESIGN (OPTARCH 2019), 2020, 44 :205-212
[2]   N2O and NO emissions during wastewater denitrification step: Influence of temperature on the biological process [J].
Adouani, Nouceiba ;
Limousy, Lionel ;
Lendormi, Thomas ;
Sire, Olivier .
COMPTES RENDUS CHIMIE, 2015, 18 (01) :15-22
[3]  
*AFNOR, 1983, REC NORM FRANC EAU M
[4]   The status of wastewater reuse practice in the Mediterranean basin: Need for guidelines [J].
Angelakis, AN ;
Do Monte, MHFM ;
Bontoux, L ;
Asano, T .
WATER RESEARCH, 1999, 33 (10) :2201-2217
[5]  
[Anonymous], 2006, SUD SCI TECHNOLOGIES
[6]  
[Anonymous], 2000, 93081 ISO
[7]  
Arcand Y., 2005, REV SCI EAU, V2, P43, DOI [10.7202/705023ar, DOI 10.7202/705023AR]
[8]  
Bachi O.E., 2020, J AQUAT BIOL FISH, V24, P575
[9]  
Baharvand S., 2019, ENV SYSTEMS RES, V8, P18, DOI DOI 10.1186/S40068-019-0146-0
[10]   Treatment of secondary wastewater effluents by infiltration percolation [J].
Bali, M. ;
Gueddari, M. ;
Boukchina, R. .
DESALINATION, 2010, 258 (1-3) :1-4