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学者姓名：彭永臻
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摘要 ：
The slow initiation of anammox for treating typical domestic wastewater and the relatively high footprint of wastewater treatment infrastructures are major concerns for practical wastewater treatment systems. Herein, a 300 m(3)/d hybrid biofilm reactor (HBR) process was developed and operated with a short hydraulic retention time (HRT) of 8 h. The analysis of the bacterial community demonstrated that anammox were enriched in the anoxic zone of the HBR process. The percentage abundance of Candidatus Brocadia in the total bacterial community of the anoxic zone increased from 0 at Day 1 to 0.33% at Day 130 and then to 2.89% at Day 213. Based upon the activity of anammox bacteria, the removal of ammonia nitrogen (NH4+-N) in the anoxic zone was approximately 15%. This showed that the nitrogen transformation pathway was enhanced in the HBR system through partial anammox process in the anoxic zone. The final effluent contained 12 mg/L chemical oxygen demand (COD), 0.662 mg/L NH4+-N, 7.2 mg/L total nitrogen (TN), and 6 mg/L SS, indicating the effectiveness of the HBR process for treating real domestic wastewater.
关键词 ：
Anammox Anammox Biofilm Biofilm Candidatus Brocadia Candidatus Brocadia Domestic wastewater Domestic wastewater Full scale Full scale
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| GB/T 7714 | Hou, Feng , Zhang, Ting , Peng, Yongzhen et al. Partial anammox achieved in full scale biofilm process for typical domestic wastewater treatment [J]. | FRONTIERS OF ENVIRONMENTAL SCIENCE & ENGINEERING , 2022 , 16 (3) . |
| MLA | Hou, Feng et al. "Partial anammox achieved in full scale biofilm process for typical domestic wastewater treatment" . | FRONTIERS OF ENVIRONMENTAL SCIENCE & ENGINEERING 16 . 3 (2022) . |
| APA | Hou, Feng , Zhang, Ting , Peng, Yongzhen , Cao, Xiaoxin , Pang, Hongtao , Shao, Yanqing et al. Partial anammox achieved in full scale biofilm process for typical domestic wastewater treatment . | FRONTIERS OF ENVIRONMENTAL SCIENCE & ENGINEERING , 2022 , 16 (3) . |
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摘要 ：
Simultaneous partial nitrification, biological phosphorous removal and sludge fermentation in continuous-flow system faced many challenges in wastewater treatment plants (WWTPs). In this study, a novel process was developed to achieve partial nitrification, enhanced biological phosphorus removal and in-situ fermentation (PNPRF) in continuous-flow system dominated by Tetrasphaera treating low carbon/nitrogen ratio (COD/N) real domestic wastewater. After 80 days of operation, no external carbon was added into the influent. Nitrite accumulation ratio (NAR) reached 99.4% and removal efficiency of PO43- -P was 100%. The effluent concentration of total inorganic nitrogen (TIN) was lower than 2 mg/L. Compared with traditional biological nitrogen and phosphorus removal processes, the daily sludge discharge in continuous-flow PNPRF decreased by 61.9%. DNA concentration of the sludge supernatant after anaerobic zone was 2.26-fold of that before anaerobic zone, and percentages of intact cells decreased by 6.9% and necrotic cells increased by 8.3%, indicating that cell lysis caused the reduction of sludge discharge. The negative effect of prolonged anaerobic phase on transcriptional response of nxrB gene was more significant than that of amoA and hao gene, which resulted in stable partial nitrification. The activities of ammonium-oxidizing bacteria (AOB) were higher than that of nitrite-oxidizing bacteria (NOB), and reverse transcriptional PCR (RT-PCR) showed that RNA expression of AOB was higher than that of NOB. Achieving partial nitrification, enhanced biological phosphorus removal and in-situ fermentation in continuous-flow system dominated by Tetrasphaera solved the problems of carbon source deficiency and large amount of sludge discharge in treating real domestic wastewater process.
关键词 ：
Continuous flow Continuous flow Enhanced biological phosphorus removal Enhanced biological phosphorus removal Partial nitrification Partial nitrification Real domestic wastewater Real domestic wastewater Transcriptional level Transcriptional level
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| GB/T 7714 | Fan, Zhiwei , Zeng, Wei , Meng, Qingan et al. Achieving partial nitrification, enhanced biological phosphorus removal and in-situ fermentation (PNPRF) in continuous-flow system and mechanism analysis at transcriptional level [J]. | CHEMICAL ENGINEERING JOURNAL , 2022 , 428 . |
| MLA | Fan, Zhiwei et al. "Achieving partial nitrification, enhanced biological phosphorus removal and in-situ fermentation (PNPRF) in continuous-flow system and mechanism analysis at transcriptional level" . | CHEMICAL ENGINEERING JOURNAL 428 (2022) . |
| APA | Fan, Zhiwei , Zeng, Wei , Meng, Qingan , Liu, Hong , Ma, Chenyang , Peng, Yongzhen . Achieving partial nitrification, enhanced biological phosphorus removal and in-situ fermentation (PNPRF) in continuous-flow system and mechanism analysis at transcriptional level . | CHEMICAL ENGINEERING JOURNAL , 2022 , 428 . |
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摘要 ：
Developing metal-organic framework-incorporated carbon heterostructure (MOF@C) adsorbents with advanced phosphate removal capability is of remarkable significance in satisfying the increasingly stringent wastewater discharge criteria. Nevertheless, the tailored synthesis of MOF@C architectures and related structureperformance modulation remains elusive to date. Herein, we report on the dimensional engineering of MOF@C to prepare ZIF8@single-walled carbon nanotube (SCNT) and ZIF8@reduced graphene oxide (rGO) heterostructures with satisfactory phosphate removal efficiency. The maximum phosphate adsorption capacity of ZIF8@rGO is 491.2 mg g(-1), with the largest partition coefficient value of 1900 mg g(-1) mu M-1 and an initial concentration of 2 mg L-1 under a neutral condition; thus, the prepared heterostructures evidently surpass stateof-the-art adsorbents. The high adsorption capacity is attributable to the two-dimensional graphene support, which provides a more effective surface area for ZIF8 anchoring than that of one-dimensional CNT. Furthermore, phosphate removal on these dimension-engineered MOF@C is examined as a function of pH, system temperature, and coexisting anions. The underlying mechanism is further elucidated via X-ray photoelectron spectroscopy/Xray diffraction analysis and density functional theoretical simulation; enhanced phosphate removal by ZIF8@rGO is mainly attributable to the ligand exchange between the phosphates and the adsorbent. Our findings can aid the design of multifunctional MOF@C adsorbents for efficient phosphate removal from contaminated waterbodies.
关键词 ：
Adsorption Adsorption heterostructure heterostructure Ligand exchange Ligand exchange Metal-organic framework-incorporated carbon Metal-organic framework-incorporated carbon Phosphate removal Phosphate removal
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| GB/T 7714 | Shang, Yaxin , Xu, Qing , Gao, Zhixiao et al. Enhanced phosphate removal from practical wastewater via in situ assembled dimension-engineered MOF@carbon heterostructures [J]. | CHEMICAL ENGINEERING JOURNAL , 2022 , 428 . |
| MLA | Shang, Yaxin et al. "Enhanced phosphate removal from practical wastewater via in situ assembled dimension-engineered MOF@carbon heterostructures" . | CHEMICAL ENGINEERING JOURNAL 428 (2022) . |
| APA | Shang, Yaxin , Xu, Qing , Gao, Zhixiao , Li, Beibei , Yang, Jingsu , Wang, Yifei et al. Enhanced phosphate removal from practical wastewater via in situ assembled dimension-engineered MOF@carbon heterostructures . | CHEMICAL ENGINEERING JOURNAL , 2022 , 428 . |
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摘要 ：
A novel double-anammox process for advanced mainstream nitrogen removal was established using step-feed sequencing batch reactor (SBR) system with integration of suspend sludge and biofilms. Following optimization of influent distribution ratio, the effluent total inorganic nitrogen (TIN) was < 10.2 mg N/L, with influent TIN of 43.4 mg N/L, and anammox contributed 71.4% to TIN removal. Biological processes and batch tests revealed that gradient C/N reduction promoted denitratation/anammox in anoxic stage, and simultaneous nitritation and anammox were achieved in oxic stage. Specially, anammox maintained on biofilms with abundance over 109 copies/ (g dry sludge). High-throughput sequencing revealed that Thauera and Nitrosomonas were enriched in flocs. Furthermore, metagenomic sequencing confirmed that Thauera owns narG and napA (NO3--> NO2-) and Nitrosomonas owns amoA (NH4+-> NO2-), support stable NO2- supply for double-anammox. This mainstream anammox-dominant process could potentially be used for stable nitrogen removal in municipal wastewater treatment plants.
关键词 ：
Anammox Anammox Denitratation Denitratation Municipal wastewater Municipal wastewater Nitritation Nitritation Step-feed sequencing batch reactor Step-feed sequencing batch reactor
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| GB/T 7714 | Li, Wenyu , Li, Jianwei , Liu, Ying et al. Mainstream double-anammox driven by nitritation and denitratation using a one-stage step-feed bioreactor with real municipal wastewater [J]. | BIORESOURCE TECHNOLOGY , 2022 , 343 . |
| MLA | Li, Wenyu et al. "Mainstream double-anammox driven by nitritation and denitratation using a one-stage step-feed bioreactor with real municipal wastewater" . | BIORESOURCE TECHNOLOGY 343 (2022) . |
| APA | Li, Wenyu , Li, Jianwei , Liu, Ying , Gao, Ruitao , Deng, Liyan , Kao, Chengkun et al. Mainstream double-anammox driven by nitritation and denitratation using a one-stage step-feed bioreactor with real municipal wastewater . | BIORESOURCE TECHNOLOGY , 2022 , 343 . |
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摘要 ：
Partial nitrification and partial denitrification combined with anammox is a promising process for sewage treatment. In this study, real municipal wastewater was treated in a continuous two-stage anoxic/oxic (A/O) reactor. External mixed sludge fermentation products were added in the anoxic zone, simultaneously achieving partial nitrification and partial denitrification and achieving a high and relatively stable accumulation of nitrite. The maximum accumulation rates of NO2--N in A1.2 and A2.1-A2.4 zones of the reactor reached 70% and 61%- 37%, respectively, which improved denitrification efficiency and created conditions that supported the coupling of subsequent anammox. The influent nitrogen load of the system was 0.078 kg/(m(3)center dot d), and the mean influent and effluent total nitrogen were 51 and 12 mg/L, respectively. The mean total nitrogen removal rate reached 76%. Further analysis revealed that Hyphomicrobium (incomplete denitrifiers) and Nitrosomonas (ammonia oxidizing bacteria) were enriched, which may have facilitated the high nitrite accumulation. Moreover, the batch test showed that adding sludge fermentation during denitrification significantly suppressed nitrite reduction, resulting in the nitrite accumulation.
关键词 ：
Anammox Anammox Nitrite accumulation Nitrite accumulation Partial denitrification Partial denitrification Sludge fermentation products Sludge fermentation products
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| GB/T 7714 | Chen, Yao , Zhang, Ying , Zhang, Liang et al. Applicability of two-stage anoxic/oxic shortcut nitrogen removal via partial nitrification and partial denitrification for municipal wastewater by adding sludge fermentation products continuously [J]. | CHEMOSPHERE , 2022 , 287 . |
| MLA | Chen, Yao et al. "Applicability of two-stage anoxic/oxic shortcut nitrogen removal via partial nitrification and partial denitrification for municipal wastewater by adding sludge fermentation products continuously" . | CHEMOSPHERE 287 (2022) . |
| APA | Chen, Yao , Zhang, Ying , Zhang, Liang , Zhang, Shujun , Peng, Yongzhen . Applicability of two-stage anoxic/oxic shortcut nitrogen removal via partial nitrification and partial denitrification for municipal wastewater by adding sludge fermentation products continuously . | CHEMOSPHERE , 2022 , 287 . |
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摘要 ：
The start-up, efficient, and secure operation of Anammox treating low ammonia sewage, is an important research focus. In this study, a partial nitrification-denitrification coupled with simultaneous Anammox and denitrifi-cation (PND-SAD) process was achieved in sequencing batch reactor/up-flow anaerobic sludge bed (SBR-UASB). The key measures to maintain high efficiency PND were: (i) controlling dissolved oxygen in the SBR below 0.5 mg/L, which is not only conducive to PN, but also promotes the contribution of simultaneous nitrification and denitrification to nitrogen removal; (ii) monitoring the nitrate (NO3--N) of SBR effluent and discharging sludge to wash out nitrate oxidation bacteria when the NO3--N exceeds 1.0 mg/L. The nitrite accumulation rate reached 97.6%. SBR effluent and domestic sewage entered the UASB. Although Candidatus Brocadia only accounted for 0.8%, its contribution to nitrogen removal reached 76.8%. In PND-SAD system, the aerobic HRT was only 3.8 h, nitrogen removal efficiency up to 97.3%.
关键词 ：
Anammox Anammox Deep denitrification Deep denitrification Domestic sewage Domestic sewage Partialnitrification-denitrification (PND) Partialnitrification-denitrification (PND)
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| GB/T 7714 | Zhao, Yueru , Zhang, Qiong , Peng, Yi et al. Advanced nitrogen elimination from domestic sewage through two stage partial nitrification and denitrification (PND) coupled with simultaneous anaerobic ammonia oxidation and denitrification (SAD) [J]. | BIORESOURCE TECHNOLOGY , 2022 , 343 . |
| MLA | Zhao, Yueru et al. "Advanced nitrogen elimination from domestic sewage through two stage partial nitrification and denitrification (PND) coupled with simultaneous anaerobic ammonia oxidation and denitrification (SAD)" . | BIORESOURCE TECHNOLOGY 343 (2022) . |
| APA | Zhao, Yueru , Zhang, Qiong , Peng, Yi , Peng, Yongzhen , Li, Xiyao , Jiang, Hao . Advanced nitrogen elimination from domestic sewage through two stage partial nitrification and denitrification (PND) coupled with simultaneous anaerobic ammonia oxidation and denitrification (SAD) . | BIORESOURCE TECHNOLOGY , 2022 , 343 . |
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摘要 ：
Anammox is sensitive to temperature, which can limit its practical application in wastewater treatment. In this study, a step-feed anoxic-oxic (A/O) process coupled with PD/A was operated steadily from 26.8 degrees C to 13.1 degrees C for wastewater treatment for 200 days. The effluent total inorganic nitrogen (TIN) and phosphorus concentrations were 10.2 mg/L and 0.29 mg/L at C/N ratio of 4.6 and 15.0 degrees C even with increasing nitrogen loading rate (NLR). The anammox activity was 5.60 mg NH4+-N/gMLSS/d even at 14 degrees C, moreover, anammox abundance on the biocarriers increased with decreasing temperature. It was observed that the effect of partial denitrification (PD) was enhanced under low temperature, thus the contribution of anammox for nitrogen removal was improved. The pathway of anammox for nitrogen removal accounted for 48% and the effect of effluent did not deteriorate under low temperature. This study states that PD/A has advantages under low temperature operation, which is suitable for treatment of wastewater with low C/N ratio. (C) 2021 Elsevier B.V. All rights reserved.
关键词 ：
Actual sewage Actual sewage Anammox Anammox Low temperature Low temperature Mainstream Mainstream Nitrogen and phosphorus removal Nitrogen and phosphorus removal Partial denitrification Partial denitrification
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| GB/T 7714 | Gao, Ruitao , Peng, Yongzhen , Li, Jianwei et al. Mainstream partial denitrification-anammox (PD/A) for municipal sewage treatment from moderate to low temperature: Reactor performance and bacterial structure [J]. | SCIENCE OF THE TOTAL ENVIRONMENT , 2022 , 806 . |
| MLA | Gao, Ruitao et al. "Mainstream partial denitrification-anammox (PD/A) for municipal sewage treatment from moderate to low temperature: Reactor performance and bacterial structure" . | SCIENCE OF THE TOTAL ENVIRONMENT 806 (2022) . |
| APA | Gao, Ruitao , Peng, Yongzhen , Li, Jianwei , Liu, Ying , Deng, Liyan , Li, Wenyu et al. Mainstream partial denitrification-anammox (PD/A) for municipal sewage treatment from moderate to low temperature: Reactor performance and bacterial structure . | SCIENCE OF THE TOTAL ENVIRONMENT , 2022 , 806 . |
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摘要 ：
本发明公开自浮式去除有机染料及实现清洁水再生的MXene‑CNT光热复合膜的其制备方法。其制备步骤包括：1)氢氟酸刻蚀制备MXene纳米材料；2)称取MXene、CNT粉末分别与超纯水按照mg : mL＝1 : 1的比例混合，然后在超声功率为20‑25kHZ的条件下分别进行10‑15min的超声处理；3)将以上分别超声处理的两种纳米材料混合均匀后或按先后顺序不同采用真空抽滤泵交替抽滤在用聚乙烯醇(PVA)浸泡8h以上的聚氨酯海绵基底膜上制备复合膜；4)将3)中制备好的复合膜放进真空干燥箱40‑50℃干燥8‑12h；该复合膜对有机染料有较高的去除效率以及有较高的清洁水再生效率，复合膜的结构性能稳定性强，且易于再生，大大增加了复合膜的使用寿命。
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| GB/T 7714 | 王艺霏 , 尚雅鑫 , 李贝贝 et al. 自浮式去除有机染料及实现清洁水再生的MXene-CNT光热复合膜及其制备方法 : CN202110015189.1[P]. | 2021-01-06 . |
| MLA | 王艺霏 et al. "自浮式去除有机染料及实现清洁水再生的MXene-CNT光热复合膜及其制备方法" : CN202110015189.1. | 2021-01-06 . |
| APA | 王艺霏 , 尚雅鑫 , 李贝贝 , 徐晴 , 彭永臻 . 自浮式去除有机染料及实现清洁水再生的MXene-CNT光热复合膜及其制备方法 : CN202110015189.1. | 2021-01-06 . |
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摘要 ：
厌氧氨氧化工艺具有节省曝气、无须外加有机碳源以及剩余污泥产量少等优点,是极具发展前景的新型生物脱氮工艺。然而,厌氧氨氧化菌生长缓慢,其絮体形式容易从反应器中流失。填料的加入可以有效地提高厌氧氨氧化菌的截留率。本文介绍了一种新兴的应用于厌氧氨氧化脱氮工艺的投加填料-电气石,其具有调节水溶液pH、提高脱氢酶活性、提高厌氧氨氧化菌活性和稳定性等作用,在厌氧氨氧化脱氮过程中发挥着重要作用。本文从电气石对厌氧氨氧化菌代谢作用的影响、在不同类型反应器系统的应用及其自身的性能优化3方面进行论述。通过对电气石在厌氧氨氧化工艺中应用的国内外研究进行综述,以期为厌氧氨氧化工艺的发展提供新思路。
关键词 ：
反应器系统强化 反应器系统强化 厌氧氨氧化菌 厌氧氨氧化菌 厌氧氨氧化工艺 厌氧氨氧化工艺 性能优化 性能优化 电气石 电气石
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| GB/T 7714 | 王博 , 王海男 , 石文晖 et al. 电气石在厌氧氨氧化工艺中的研究进展 [C] //中国环境科学学会2021年科学技术年会——环境工程技术创新与应用分会场论文集（三） . 2021 . |
| MLA | 王博 et al. "电气石在厌氧氨氧化工艺中的研究进展" 中国环境科学学会2021年科学技术年会——环境工程技术创新与应用分会场论文集（三） . (2021) . |
| APA | 王博 , 王海男 , 石文晖 , 邹雨彤 , 彭永臻 . 电气石在厌氧氨氧化工艺中的研究进展 中国环境科学学会2021年科学技术年会——环境工程技术创新与应用分会场论文集（三） . (2021) . |
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摘要 ：
近年来,药品和个人护理品(PPCPs)作为一类新兴有机污染物在环境中被广泛报道.传统的污水处理厂处理工艺难以有效去除污水中的PPCPs,残留在污水处理厂出水中的PPCPs及其代谢物进入水环境会严重威胁人类健康和生态环境.介绍了PPCPs的类别、性质以及水环境中PPCPs的赋存水平及其潜在危害,提出风险熵法(RQ)是国内外普遍使用的风险评价方法;跟踪了近20年来PPCPs在污水处理厂的来源与分布,分析了不同国家和地区的污水处理厂不同处理工艺各处理单元对PPCPs的去除效果;指出一些先进技术已有效应用于污水处理厂污水中PPCPs的去除,如高级氧化技术、膜过滤技术、活性炭吸附技术,并对各种技术去除PPCPs的优势和瓶颈进行了分析.
关键词 ：
去除技术 去除技术 污染 污染 污水处理厂 污水处理厂 药品和个人护理产品(PPCPs) 药品和个人护理产品(PPCPs)
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| GB/T 7714 | 吴蕾 , 彭永臻 , 李凌云 . 污水处理厂PPCPs的污染现状与去除技术 [J]. | 安全与环境工程 , 2021 , 28 (1) : 179-190 . |
| MLA | 吴蕾 et al. "污水处理厂PPCPs的污染现状与去除技术" . | 安全与环境工程 28 . 1 (2021) : 179-190 . |
| APA | 吴蕾 , 彭永臻 , 李凌云 . 污水处理厂PPCPs的污染现状与去除技术 . | 安全与环境工程 , 2021 , 28 (1) , 179-190 . |
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