Performance of pilot-scale vertical-flow constructed wetlands in responding to variation in influent C/N ratios of simulated urban sewage
被引:103
作者:
Zhao, Yong Jun
论文数: 0引用数: 0
h-index: 0
机构:
Nanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
Nanjing Univ, Inst Wetland Ecol, Sch Life Sci, Nanjing 210093, Peoples R ChinaNanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
Zhao, Yong Jun
[1
,2
]
Liu, Bo
论文数: 0引用数: 0
h-index: 0
机构:
Nanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
Nanjing Univ, Dept Environm Engn, Coll Environm Sci, Nanjing 210093, Peoples R ChinaNanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
Liu, Bo
[1
,3
]
Zhang, Wen Guang
论文数: 0引用数: 0
h-index: 0
机构:
Nanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R ChinaNanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
Zhang, Wen Guang
[1
]
Ouyang, Yan
论文数: 0引用数: 0
h-index: 0
机构:
Nanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R ChinaNanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
Ouyang, Yan
[1
]
An, Shu Qing
论文数: 0引用数: 0
h-index: 0
机构:
Nanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
Nanjing Univ, Inst Wetland Ecol, Sch Life Sci, Nanjing 210093, Peoples R ChinaNanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
An, Shu Qing
[1
,2
]
机构:
[1] Nanjing Univ, State Key Lab Pollut Control & Resource Reuse, Nanjing 210093, Peoples R China
[2] Nanjing Univ, Inst Wetland Ecol, Sch Life Sci, Nanjing 210093, Peoples R China
[3] Nanjing Univ, Dept Environm Engn, Coll Environm Sci, Nanjing 210093, Peoples R China
The performance response of planted and the unplanted wetlands to simulated wastewater with different ratios of carbon to nitrogen (C/N) was studied during a 9-month period in greenhouse conditions. With different C/N ratios for influent water (C/N ratios 2.51,5:1 and 10:1), average removal efficiencies for the unplanted and the planted wetlands were as follows: COD (41-52% and 59-68%), TN (24-48% and 25-62%), TP (35-64% and 59-71%) and TOC (22-37% and 16-33%). At C/N 5:1, both systems performed most efficiently for removal of COD and TP. However, high N removal efficiency only occurred when C/N ratio ranged 2.5-5. Both wetlands exhibited good capabilities of total organic carbon removal at C/N 10:1. Maybe, appropriate control of the carbon or nitrogen source concentration and C/N ratio in the influent can achieve the optimal effect of nutrients removal. (C) 2009 Elsevier Ltd. All rights reserved.
机构:
ROYAL INST TECHNOL, DEPT LAND & WATER RESOURCES, S-10044 STOCKHOLM 70, SWEDENROYAL INST TECHNOL, DEPT LAND & WATER RESOURCES, S-10044 STOCKHOLM 70, SWEDEN
机构:
ROYAL INST TECHNOL, DEPT LAND & WATER RESOURCES, S-10044 STOCKHOLM 70, SWEDENROYAL INST TECHNOL, DEPT LAND & WATER RESOURCES, S-10044 STOCKHOLM 70, SWEDEN