Improvement of septic tank effluent and green coverage by shallow bed wetland roof system

被引:14
作者
Thi-Dieu-Hien Vo [1 ,2 ]
Thi-Bich-Ngoc Do [3 ]
Xuan-Thanh Bui [3 ,4 ]
Van-Truc Nguyen [3 ]
Dinh-Duc Nguyen [5 ]
Sthiannopkao, Suthipong [6 ]
Lin, Chitsan [7 ]
机构
[1] Ton Duc Thang Univ, Environm Engn & Management Res Grp, Ho Chi Minh City, Vietnam
[2] Ton Duc Thang Univ, Fac Environm & Labour Safety, Ho Chi Minh City, Vietnam
[3] Duy Tan Univ, Inst Res & Dev, Da Nang, Vietnam
[4] Ho Chi Minh City Univ Technol, Fac Environm & Nat Resources, Ho Chi Minh City, Vietnam
[5] Kyonggi Univ, Dept Environm Energy & Engn, Suwon 442760, South Korea
[6] Dong A Univ, Natl Res Ctr Disaster Free & Safe Ocean City, 37 Nakdong Daero 550 Beon Gil, Busan 604714, South Korea
[7] Natl Kaohsiung Marine Univ, Dept Marine Environm Engn, Kaohsiung, Taiwan
关键词
Wetland roof; Septic tank effluent; Nutrient; Biomass growth; Green coverage; HORIZONTAL SUBSURFACE FLOW; DOMESTIC WASTE-WATER; CONSTRUCTED WETLANDS; NUTRIENT REMOVAL; VERTICAL FLOW; PERFORMANCE; NITROGEN; PARAMETERS; EFFICIENCY; ORGANICS;
D O I
10.1016/j.ibiod.2017.05.012
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
This study investigates the wastewater treatment performance of four local plant species in wetland roof systems (WRs). The tested species include Cyperus Javanicus Hot (WR1), Eleusine Indica (L) Gaertn (WR2), StruchiumSparganophorum (L.) Kuntze (WR3) and Kyllinga Brevifolia Rottb (WR4). The plant growth rate, nutrient uptake, wastewater treatment performance and leaf coverage were investigated. The WRs were operated at hydraulic loading rates of 353-403 m(3) ha(-1) day(-1). As a result, WR4 achieved the highest biomass growth of 73.7 g day(-1) (fresh weight) or 12.0 g day(-1) (dry weight). The nutrient accumulation of WR4, according to dry biomass, was 1.7% of total nitrogen (TN) and 0.05% of total phosphorus (TP). The highest COD and TN removal rates (33 +/- 10 kg COD ha(-1) day(-1) and 14 +/- 4 kg TN ha(-1) day(-1), respectively) were also recorded in WR4. There was statistically insignificant difference in TP removal rates (0.4 -0.5 kg ha(-1) day(-1)) among WRs. In terms of green leaf area coverage, WR1 and WR4 also introduced extremely high specific green leaf area as 98 and 99 m(2) of green leaves per m(2) of wetland area, respectively. Subsequently, WR1 and WR4 performed better than others in a range of benefits providing green area and treating septic tank effluent. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:138 / 145
页数:8
相关论文
共 39 条
  • [1] Effect of treated grey water reuse in irrigation on soil and plants
    Al-Hamaiedeh, H.
    Bino, M.
    [J]. DESALINATION, 2010, 256 (1-3) : 115 - 119
  • [2] Performance of constructed wetland applied for domestic wastewater treatment: Case study at Boimorto (Galicia, Spain)
    Alfredo Jacome, Juan
    Molina, Judith
    Suarez, Joaquin
    Mosqueira, Gonzalo
    Torres, Daniel
    [J]. ECOLOGICAL ENGINEERING, 2016, 95 : 324 - 329
  • [3] [Anonymous], 2014, World's population increasingly urban with more than half living in urban areas
  • [4] APHA, 1995, STANDARD METHODS EXA
  • [5] The influence of extensive vegetated roofs on runoff water quality
    Berndtsson, JC
    Emilsson, T
    Bengtsson, L
    [J]. SCIENCE OF THE TOTAL ENVIRONMENT, 2006, 355 (1-3) : 48 - 63
  • [6] Green roof performance towards management of runoff water quantity and quality: A review
    Berndtsson, Justyna Czemiel
    [J]. ECOLOGICAL ENGINEERING, 2010, 36 (04) : 351 - 360
  • [7] Nutrient removal and plant biomass in a subsurface flow constructed wetland in Brisbane, Australia
    Browning, K
    Greenway, M
    [J]. WATER SCIENCE AND TECHNOLOGY, 2003, 48 (05) : 183 - 189
  • [8] Performance of wetland roof with Melampodium paludosum treating septic tank effluent
    Bui Xuan Thanh
    Phan Thi Hai Van
    Nguyen Thanh Tin
    Vo Thi Dieu Hien
    Nguyen Phuoc Dan
    Koottatep, Thammarat
    [J]. DESALINATION AND WATER TREATMENT, 2014, 52 (4-6) : 1070 - 1076
  • [9] A comparative study of five horizontal subsurface flow constructed wetlands using different plant species for domestic wastewater treatment
    Camacho, J. Villasenor
    Martinez, A. De Lucas
    Gomez, R. Gomez
    Sanz, J. Mena
    [J]. ENVIRONMENTAL TECHNOLOGY, 2007, 28 (12) : 1333 - 1343
  • [10] Aerobic and anaerobic biodegradability of accumulated solids in horizontal subsurface flow constructed wetlands
    Carballeira, T.
    Ruiz, I.
    Soto, M.
    [J]. INTERNATIONAL BIODETERIORATION & BIODEGRADATION, 2017, 119 : 396 - 404