Effect of hydraulic retention time on the performance of down-flow hanging sponge system treating grey wastewater

被引:33
|
作者
Tawfik, Ahmed [1 ,2 ]
Wahab, Rifaat Abdel [2 ]
Al-Asmer, Azza [3 ]
Matary, Fatma [3 ]
机构
[1] Egypt Japan Univ Sci & Technol E Just, Sch Energy Resources & Environm Engn, New Borg El Arab City 21934, Alexandria, Egypt
[2] Natl Res Ctr, Water Pollut Res Dept, Cairo, Egypt
[3] Mansoura Univ, Fac Sci, Demitta Branch, Dept Environm Sci, Mansoura 35516, Egypt
关键词
Grey wastewater; DHS; COD; Total coliform; Nitrification; SEM; SEWAGE-TREATMENT SYSTEM; GREYWATER TREATMENT; UASB REACTOR; DHS SYSTEM; REMOVAL; TECHNOLOGIES; COMBINATION; URBAN; REUSE;
D O I
10.1007/s00449-011-0528-9
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
Grey wastewater (GW) treatment via down-flow hanging sponge (DHS) system was the subject of the study. The reactor was operated at different hydraulic retention times (HRTs) of 11.7, 5.8 and 2.9 h, corresponding to organic loading rates (OLRs) of 1.9, 3.6 and 6.8 kgCOD/m(3) day, respectively. The results obtained revealed that decreasing the HRT from 11.7 to 2.9 h negatively affected on the performance of the DHS system. CODtotal, CODsoluble, CODparticulate and detergent removal efficiency were reduced from 96 +/- A 2.4 to 90 +/- A 2.3%, from 83 +/- A 10 to 69 +/- A 8%, from 98 +/- A 2 to 94 +/- A 3% and from 96 +/- A 12 to 88 +/- A 6.9%, respectively. However, the removal efficiency of the distinguished COD fractions and detergent remained unaffected when decreasing the HRT from 11.7 to 5.8 h. The DHS system provided a removal efficiency of 95 +/- A 1% for CODtotal, 79 +/- A 8% for CODsoluble, 98 +/- A 2 for CODparticulate and 94.7% for detergent at an HRT of 5.8 h. Based on these results, it is recommended to operate such a system at an HRT of 5.8 h and OLR not exceeding 3.6 kgCOD/m(3) day for producing an effluent quality complying for reuse in unrestricted irrigation purposes. The removal of TKj-N and nitrification efficiency in the DHS system was significantly affected by increasing the OLR from 1.9 to 3.6 kgCOD/m(3) day and from 3.6 to 6.8 kgCOD/m(3) day. At an OLR of 1.9 kgCOD/m(3) day, the DHS system removed 80 +/- A 12% of TKj-N and 91 +/- A 22% of ammonia which is significantly higher than that at an OLR of 3.6 (58.5 +/- A 13%) and 6.8 kgCOD/m(3) day (26.8 +/- A 16%). Similar results were recorded for the removal of total coliform (TC), viz., the efficiencies dropped for TC from 99.8 +/- A 0.2 to 99.4 +/- A 0.8% and from 99.4 +/- A 0.8 to 90.0 +/- A 7.6%, respectively. DHS profile results showed that the major part of COD was removed in the upper portion of the system while the nitrification process was taken place in the lower part of the DHS system at OLR of 1.9 kgCOD/m(3) day and HRT of 11.7 h.
引用
收藏
页码:767 / 776
页数:10
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