Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review

While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in C...
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Autor*in:	He, Yujie [verfasserIn] Zhang, Li [verfasserIn] Jiang, Longxue [verfasserIn] Wagner, Thomas [verfasserIn] Sutton, Nora B. [verfasserIn] Ji, Rong [verfasserIn] Langenhoff, Alette A.M. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	CWTS Configuration Plants Temperature Correlations Removal mechanisms

Übergeordnetes Werk:	Enthalten in: Journal of hazardous materials - New York, NY [u.a.] : Science Direct, 1976, 407
Übergeordnetes Werk:	volume:407

DOI / URN:	10.1016/j.jhazmat.2020.124386

Katalog-ID:	ELV005407818

Internformat


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245	1	0	\|a Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review
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520			\|a While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal.
650		4	\|a CWTS
650		4	\|a Configuration
650		4	\|a Plants
650		4	\|a Temperature
650		4	\|a Correlations
650		4	\|a Removal mechanisms
700	1		\|a Zhang, Li \|e verfasserin \|4 aut
700	1		\|a Jiang, Longxue \|e verfasserin \|4 aut
700	1		\|a Wagner, Thomas \|e verfasserin \|4 aut
700	1		\|a Sutton, Nora B. \|e verfasserin \|4 aut
700	1		\|a Ji, Rong \|e verfasserin \|0 (orcid)0000-0002-1724-5253 \|4 aut
700	1		\|a Langenhoff, Alette A.M. \|e verfasserin \|4 aut
773	0	8	\|i Enthalten in \|t Journal of hazardous materials \|d New York, NY [u.a.] : Science Direct, 1976 \|g 407 \|h Online-Ressource \|w (DE-627)302467904 \|w (DE-600)1491302-1 \|w (DE-576)259483893 \|x 1873-3336 \|7 nnns
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936	b	k	\|a 43.13 \|j Umwelttoxikologie
936	b	k	\|a 50.17 \|j Sicherheitstechnik
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951			\|a AR
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Indexfelder

author_variant	y h yh l z lz l j lj t w tw n b s nb nbs r j rj a a l aa aal
matchkey_str	article:18733336:2020----::mrvnrmvlfniitcicntutdelntetetytmbsdnedsgad
hierarchy_sort_str	2020
bklnumber	43.13 50.17 58.53
publishDate	2020
allfields	10.1016/j.jhazmat.2020.124386 doi (DE-627)ELV005407818 (ELSEVIER)S0304-3894(20)32376-1 DE-627 ger DE-627 rda eng 530 DE-600 43.13 bkl 50.17 bkl 58.53 bkl He, Yujie verfasserin aut Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal. CWTS Configuration Plants Temperature Correlations Removal mechanisms Zhang, Li verfasserin aut Jiang, Longxue verfasserin aut Wagner, Thomas verfasserin aut Sutton, Nora B. verfasserin aut Ji, Rong verfasserin (orcid)0000-0002-1724-5253 aut Langenhoff, Alette A.M. verfasserin aut Enthalten in Journal of hazardous materials New York, NY [u.a.] : Science Direct, 1976 407 Online-Ressource (DE-627)302467904 (DE-600)1491302-1 (DE-576)259483893 1873-3336 nnns volume:407 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 43.13 Umwelttoxikologie 50.17 Sicherheitstechnik 58.53 Abfallwirtschaft AR 407
spelling	10.1016/j.jhazmat.2020.124386 doi (DE-627)ELV005407818 (ELSEVIER)S0304-3894(20)32376-1 DE-627 ger DE-627 rda eng 530 DE-600 43.13 bkl 50.17 bkl 58.53 bkl He, Yujie verfasserin aut Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal. CWTS Configuration Plants Temperature Correlations Removal mechanisms Zhang, Li verfasserin aut Jiang, Longxue verfasserin aut Wagner, Thomas verfasserin aut Sutton, Nora B. verfasserin aut Ji, Rong verfasserin (orcid)0000-0002-1724-5253 aut Langenhoff, Alette A.M. verfasserin aut Enthalten in Journal of hazardous materials New York, NY [u.a.] : Science Direct, 1976 407 Online-Ressource (DE-627)302467904 (DE-600)1491302-1 (DE-576)259483893 1873-3336 nnns volume:407 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 43.13 Umwelttoxikologie 50.17 Sicherheitstechnik 58.53 Abfallwirtschaft AR 407
allfields_unstemmed	10.1016/j.jhazmat.2020.124386 doi (DE-627)ELV005407818 (ELSEVIER)S0304-3894(20)32376-1 DE-627 ger DE-627 rda eng 530 DE-600 43.13 bkl 50.17 bkl 58.53 bkl He, Yujie verfasserin aut Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal. CWTS Configuration Plants Temperature Correlations Removal mechanisms Zhang, Li verfasserin aut Jiang, Longxue verfasserin aut Wagner, Thomas verfasserin aut Sutton, Nora B. verfasserin aut Ji, Rong verfasserin (orcid)0000-0002-1724-5253 aut Langenhoff, Alette A.M. verfasserin aut Enthalten in Journal of hazardous materials New York, NY [u.a.] : Science Direct, 1976 407 Online-Ressource (DE-627)302467904 (DE-600)1491302-1 (DE-576)259483893 1873-3336 nnns volume:407 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 43.13 Umwelttoxikologie 50.17 Sicherheitstechnik 58.53 Abfallwirtschaft AR 407
allfieldsGer	10.1016/j.jhazmat.2020.124386 doi (DE-627)ELV005407818 (ELSEVIER)S0304-3894(20)32376-1 DE-627 ger DE-627 rda eng 530 DE-600 43.13 bkl 50.17 bkl 58.53 bkl He, Yujie verfasserin aut Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal. CWTS Configuration Plants Temperature Correlations Removal mechanisms Zhang, Li verfasserin aut Jiang, Longxue verfasserin aut Wagner, Thomas verfasserin aut Sutton, Nora B. verfasserin aut Ji, Rong verfasserin (orcid)0000-0002-1724-5253 aut Langenhoff, Alette A.M. verfasserin aut Enthalten in Journal of hazardous materials New York, NY [u.a.] : Science Direct, 1976 407 Online-Ressource (DE-627)302467904 (DE-600)1491302-1 (DE-576)259483893 1873-3336 nnns volume:407 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 43.13 Umwelttoxikologie 50.17 Sicherheitstechnik 58.53 Abfallwirtschaft AR 407
allfieldsSound	10.1016/j.jhazmat.2020.124386 doi (DE-627)ELV005407818 (ELSEVIER)S0304-3894(20)32376-1 DE-627 ger DE-627 rda eng 530 DE-600 43.13 bkl 50.17 bkl 58.53 bkl He, Yujie verfasserin aut Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal. CWTS Configuration Plants Temperature Correlations Removal mechanisms Zhang, Li verfasserin aut Jiang, Longxue verfasserin aut Wagner, Thomas verfasserin aut Sutton, Nora B. verfasserin aut Ji, Rong verfasserin (orcid)0000-0002-1724-5253 aut Langenhoff, Alette A.M. verfasserin aut Enthalten in Journal of hazardous materials New York, NY [u.a.] : Science Direct, 1976 407 Online-Ressource (DE-627)302467904 (DE-600)1491302-1 (DE-576)259483893 1873-3336 nnns volume:407 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 43.13 Umwelttoxikologie 50.17 Sicherheitstechnik 58.53 Abfallwirtschaft AR 407
language	English
source	Enthalten in Journal of hazardous materials 407 volume:407
sourceStr	Enthalten in Journal of hazardous materials 407 volume:407
format_phy_str_mv	Article
bklname	Umwelttoxikologie Sicherheitstechnik Abfallwirtschaft
institution	findex.gbv.de
topic_facet	CWTS Configuration Plants Temperature Correlations Removal mechanisms
dewey-raw	530
isfreeaccess_bool	false
container_title	Journal of hazardous materials
authorswithroles_txt_mv	He, Yujie @@aut@@ Zhang, Li @@aut@@ Jiang, Longxue @@aut@@ Wagner, Thomas @@aut@@ Sutton, Nora B. @@aut@@ Ji, Rong @@aut@@ Langenhoff, Alette A.M. @@aut@@
publishDateDaySort_date	2020-01-01T00:00:00Z
hierarchy_top_id	302467904
dewey-sort	3530
id	ELV005407818
language_de	englisch
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author	He, Yujie
spellingShingle	He, Yujie ddc 530 bkl 43.13 bkl 50.17 bkl 58.53 misc CWTS misc Configuration misc Plants misc Temperature misc Correlations misc Removal mechanisms Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review
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topic_title	530 DE-600 43.13 bkl 50.17 bkl 58.53 bkl Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review CWTS Configuration Plants Temperature Correlations Removal mechanisms
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title	Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review
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title_full	Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review
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title_sort	improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: a review
title_auth	Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review
abstract	While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal.
abstractGer	While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal.
abstract_unstemmed	While removal of antibiotics in constructed wetland treatment systems (CWTS) has been described previously, few studies examined the synergistic effect of multiple design and operational parameters for improving antibiotic removal. This review describes the removal of 35 widely used antibiotics in CWTS covering the most common design parameters (flow configuration, substrate, plants) and operational parameters (hydraulic retention time/hydraulic loading rates, feeding mode, aeration, influent quality), and discusses how to tailor those parameters for improving antibiotic removal based on complex removal mechanisms. To achieve an overall efficient removal of antibiotics in CWTS, our principal component analysis indicated that optimization of flow configuration, selection of plant species, and compensation for low microbial activity at low temperature is the priority strategy. For instance, a hybrid-CWTS that integrates the advantages of horizontal and vertical subsurface flow CWTS may provide a sufficient removal performance at reasonable cost and footprint. To target removal of specific antibiotics, future research should focus on elucidating key mechanisms for their removal to guide optimization of the design and operational parameters. More efficient experimental designs (e.g., the Box–Behnken design) are recommended to determine the settings of the key parameters. These improvements would promote development of this environmentally friendly and cost-efficient technology for antibiotic removal.
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title_short	Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review
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Improving removal of antibiotics in constructed wetland treatment systems based on key design and operational parameters: A review

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