contributor author | Eom Hanki;Kim Jinsoo;Kim Sungchul;Lee Sang-Seob | |
date accessioned | 2019-02-26T07:56:44Z | |
date available | 2019-02-26T07:56:44Z | |
date issued | 2018 | |
identifier other | %28ASCE%29EE.1943-7870.0001354.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4250440 | |
description abstract | This study develops an ecofriendly and inexpensive biological treatment for high-salinity wastewater. The marine bacteria Bacillus sp. KGN1 and Vibrio sp. KGP1 show removal efficiencies of 75.3 and 65.4% for chemical oxygen demand by the dichromate method (CODCr), 91.3 and 92.% for NH3─ N (ammoniacal nitrogen), and 9.6 and 84.6% for PO43−─ P (phosphate), respectively, during batch mode for 12 h in 3.5% saline artificial wastewater. The lab-scale sequencing batch reactor (SBR) system with marine bacteria–supplemented aerobic granule sludge (AGS) is operated under the following conditions: 12 h hydraulic retention time (HRT), 2 days solid retention time (SRT), 6 h per cycle, 3, mg L−1 mixed liquid volatile suspended solid (MLVSS), and 8 L d−1 treatment amount per day (Q). The system has an average CODCr removal efficiency of 79.8%, a NH3─ N removal efficiency of 91.5%, and a PO43−─ P removal efficiency of 76.5% in 3.5% saline synthetic wastewater including 4 mg CODCr L−1, 1 mg NH3─ N L−1, and 5 mg PO43−─ P L−1. The results indicate that the SBR biological system with AGS supplemented with high-efficiency marine bacteria is effective for treating saline wastewater containing a high concentration of salt. | |
publisher | American Society of Civil Engineers | |
title | Treatment of Saline Wastewater Containing a High Concentration of Salt Using Marine Bacteria and Aerobic Granule Sludge | |
type | Journal Paper | |
journal volume | 144 | |
journal issue | 5 | |
journal title | Journal of Environmental Engineering | |
identifier doi | 10.1061/(ASCE)EE.1943-7870.0001354 | |
page | 4018026 | |
tree | Journal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 005 | |
contenttype | Fulltext | |