ライフサイエンスコーパス: effluent

1 matrices (such as wastewater treatment plant effluents).

2 st to the secondary treatment of the Galindo effluent.

3 ed to establish in industrial/domestic waste effluent.

4 second byproduct was detected in the column effluent.

5 il, and bulrush) fed by secondary wastewater effluent.

6 abundance of ARGs in an AnMBR system and its effluent.

7 ties receiving aerobically treated secondary effluent.

8 similar to that of the pilot-scale anaerobic effluent.

9 stability and the quality of the discharged effluent.

10 plex environmental isolate of primary sewage effluent.

11 s and poorer nitrogen removal from biofilter effluent.

12 edium-chain fatty acids from lumen to venous effluent.

13 uent or the molar ratios of Si/N and Si/P in effluent.

14 of the community structure downstream of the effluent.

15 only sporadically detected upstream from the effluent.

16 related with hepatic injury markers from the effluent.

17 r wetlands that treated municipal wastewater effluent.

18 were observed after ozonation of wastewater effluent.

19 iver stretches polluted with estrogenic WwTW effluents.

20 ssive samplers at wastewater treatment plant effluents.

21 issions in wastewater treatment plant (WWTP) effluents.

22 ber, the samples were exposed mainly to fire effluents.

23 ly resembled chlorine-disinfected wastewater effluents.

24 nderstand their hazardous effects in treated effluents.

25 ivers, lakes, coastal waters, and industrial effluents.

26 stimate the DBP-associated toxicity of their effluents.

27 harges of wastewater treatment works (WwTWs) effluents.

28 ese SMPs to understand what is in wastewater effluents.

29 tted to aquatic environments with wastewater effluents.

30 Ps to minimize the eutrophication effects of effluents.

31 is drug is prevalent in municipal wastewater effluents.

32 /L for TMPP to 12600 ng/L for TBOEP in final effluents.

33 es directly exposed to urban or agricultural effluents.

34 P) in chlorine- and UV-disinfected secondary effluents.

35 nitrogen and AA contents were quantified in effluents.

36 to be readily degraded by ozonation of WWTP effluents.

37 oid valves, enabling 50-nL volumes of column effluent (300 nL/min) to be discretely deposited on a gl

38 ates (+/-95% confidence interval) of treated effluent (67800 +/- 1500 kmol DSi year(-1)) compared to

39 ing (3.6 Gmol SiO2 year(-1)) from wastewater effluent across the US.

40 ~90% relative to the formation in the SBMBR effluent after either conventional or enhanced ozonation

41 signals of (197)Au and (27)Al in the column effluent after pH increase suggest that gold nanoparticl

42 ceuticals, and estrogenicity improved in the effluent after the upgrades.

43 comparison of one feed and its corresponding effluents also confirmed the well-known refractory chara

44 ant contributors of APIs emitted in the WWTP effluents, although only a minor fraction (<1%) of the t

45 nalysis was comparable to that measured from effluent analysis using inductively coupled plasma mass

46 degradation of antibiotics in water and meat effluent and to explore any residual antimicrobial activ

47 uary were primarily attributed to wastewater effluent and, to a lesser extent, geese and gull wastes.

48 ere found at part-per-billion levels in WWTP effluents and at part-per-trillion levels in river water

49 tment can reduce the concentration of SMX in effluents and could contribute to decreased SMX concentr

50 ) reported concentrations in both wastewater effluents and drinking water, (2) microplastic character

51 by analyzing a variety of different reactor effluents and feeds.

52 of base flow dominated by treated wastewater effluents and flood events transporting rural and urban

53 teinaceous paint layers were exposed to fire effluents and high temperatures, while in the CH test ch

54 Ileal effluents and plasma samples were collected over a 9-h p

55 nsiderable concentrations in both wastewater effluents and surface water.

56 formation potential (TCNM-FP) of wastewater effluents and the roles of nitrite and nitrate in this p

57 municipal wastewater treatment plant (WWTP) effluents and to estimate their relevance on the total e

58 as a result of their widespread presence in effluents and wastewater treatment plants (WWTPs).

59 es the presence of anthraquinone dyes in the effluents and ways for their remediation from dyehouse e

60 exposed to fire-related effects (i.e., fire effluents and/or high temperatures) in a modified cone-c

61 DOM from surface waters, wastewater effluent, and 1 kDa size fractions were adsorbed by GAC

62 e for treating stormwater runoff, wastewater effluent, and agricultural discharge via varying ex situ

63 tter leachate, wastewater treatment facility effluent, and concentrated river DOM (used as a referenc

64 cantly more nitrites and SEAP into perfusion effluent, and SC cells expressed increased GFP near coll

65 g water treatment plant GAC filter influent, effluent, and spent GAC attributes neonicotinoid/metabol

66 As-received AN-102, Cs-depleted effluent, and sRF eluate fractions were comprehensively

67 tuce with solar treated effluents, secondary effluents, and mineral water was performed for 6 and 16

68 d to aquatic environments through wastewater effluents, and their bioaccumulation potential is debate

69 be limited by bioavailability of DOM in WWTP effluent; and leaf-litter leachates of helophytes used i

70 bstantial release of N2O or CH4 in biofilter effluent appears relatively low.

71 Effluent ARG data revealed that the highly fouled (HF) m

72 can be used to remediate nuclear industrial effluent as a potential adsorbent.

73 stewater treatment plant (WTP) influents and effluents at different sites in Switzerland.

74 Analysis of ileal effluents (at end of small intestine) demonstrated that

75 isotope fractionation measured in the column effluent based on the derivation of a N isotope enrichme

76 eating textile wastewater and other impaired effluents because of their great separation performance

77 promote sunlight disinfection of wastewater effluent, but a better understanding of DOM spectroscopi

78 or the potable reuse of municipal wastewater effluents, but their effluent quality is difficult to va

79 amounts of CBT were observed in some column effluents, but this did not appear to alter the effectiv

80 s but increased the TCNM-FP in two nitrified effluents by 2-3-fold.

81 upport the conclusion that suppression of PD effluent cell immune function in human subjects by stand

82 ional results to transcriptome changes in PD effluent cells.

83 and real-time sensing of blood and/or filter effluent composition to CKRT devices has the potential t

84 nge column for removal of ammonia, producing effluent concentrations of 0.7 +/- 1.7 mg-S/L, 0.43 +/-

85 In comparison, influent and effluent concentrations of EPBDEs and NBFRs were signifi

86 ffluent Sdc-1 concentrations correlated with effluent concentrations of hepatocellular injury markers

87 Sdc-1 effluent concentrations were greater in patients who dev

88 However, the HF membrane effluent concomitantly had the highest absolute abundanc

89 gh activity and the absence of CO in the gas effluent confer relevance to these catalysts for the Sab

90 pilot-scale experiments on ozonation of WWTP effluents confirmed that the ozone attack of STG was inc

91 in constructed wetlands to clean wastewater effluents containing IBP and possibly also other micropo

92 For Kraft and mechanical pulp mills, effluents containing less than 20 mg/L BOD5 were found t

93 Disinfected wastewater effluent contains a complex mixture of biomolecules incl

94 simulation results with a treated wastewater effluent contribution of 1% in surface waters and a resi

95 he natural base discharge is low, wastewater effluent contributions greater than 30-50% were determin

96 tional reconnaissance to quantify wastewater effluent contributions in streams across Germany and con

97 gly indicative of denitrification and sewage effluent, corroborating a previously suggested link betw

98 er dosing, the ammonium concentration in the effluent decreased from up to 0.18 to less than 0.01 mg

99 allow better control of the chromatographic effluent density on its route toward and into the ion so

100 e transforming growth factor-beta1 and in PD effluent-derived MCs exhibiting mesenchymal phenotypic c

101 produced more phytoplankton biomass than CAS effluents despite lower N concentrations.

102 NH(3) is sampled in a cylindrical wet effluent diffusion denuder (CWEDD) and analyzed online b

103 tant to ecosystem function, especially where effluent discharge results in high nitrogen inputs.

104 tream, at, and progressively downstream from effluent discharge).

105 through municipal and industrial wastewater-effluent discharges and agricultural nonpoint source run

106 are located downstream of treated wastewater effluent discharges.

107 e removal efficiency of 70 +/- 5%, producing effluent dissolved methane concentrations of 3.8 +/- 0.9

108 Selection at ar in the effluent-dominated River Lee may have resulted from hist

109 nditions at four sites in a temperate-region effluent-dominated stream (upstream, at, and progressive

110 Effluent-dominated streams are becoming increasingly com

111 cals are present in reclaimed wastewater and effluent-dominated water bodies used to irrigate edible

112 The delivered CRRT effluent dose (~ 30 ml/kg/h) and the delivered/prescribe

113 However, the final effluent dose exceeded conventional doses, depleting pla

114 (~ 30 ml/kg/h) and the delivered/prescribed effluent dose ratio (~ 0.89) remained stable within the

115 laboration of cardiac troponin-I in coronary effluent during ESHP.

116 Chemical analyses on experimental effluents during the first cycle yielded a dolomite reac

117 azithromycin-related compounds in secondary effluents exceeded 3.0 g/day/1000 inhabitants.

118 d that direct exposure to the gaseous plasma effluent exhibited superior decontamination efficiency a

119 Effluent-exposed sites contained high concentrations of

120 here is little information on the effects of effluent exposure on fish metabolism, especially the sma

121 Effluent exposure resulted in widespread reduction (betw

122 Median hourly effluent flow rate was 43 mL/kg (interquartile range, 37

123 The intensity of effluent flow rates (less intensive vs intensive) did no

124 nts, vitamin C and folate were detectable in effluent fluid.

125 and ways for their remediation from dyehouse effluents, focusing on enzymatic processes.

126 h (Rutilus rutilus) exposed to a final WwTWs effluent for 15 days.

127 e, and a promising biomarker in the dialysis effluent for membrane change in patients receiving PD.

128 n the tested samples, except for a few final effluents for crAssphage and TMV.

129 ot-scale ozonation of a secondary wastewater effluent from a major city in Germany.

130 demonstration scale plant treating secondary effluent from a municipal wastewater treatment plant.

131 The study employed effluent from a pilot-scale anaerobic reactor and solubl

132 In this study, effluent from a sequencing batch membrane bioreactor (SB

133 lacoides when produced in marine aquaponics (effluent from a super-intensive flatfish aquaculture pro

134 f freshwater biofilms grown in flumes fed by effluent from a wastewater treatment plant (WWTP).

135 function of the immune-competent cells in PD effluent from PD patients.

136 as found to be functionally stabilised in PD effluent from peritonitis patients, with a proportion li

137 An analysis of the exhaust effluent from the membranes indicates N(2)O as a precurs

138 l flux of dissolved silicon (DSi) carried by effluent from the second largest treatment plant by flow

139 ailability in surficial sediments exposed to effluent from two mine sites.

140 acterization tools were used to benchmark 81 effluents from 20 mills across Canada, representing the

141 aromatic amines in six mutagenic wastewater effluents from a chemical-industrial area in Germany, co

142 etention among 12 artificial flumes fed with effluents from a wastewater treatment plant and subjecte

143 sition of samples from influents and treated effluents from a wastewater treatment plant located in N

144 Effluents from coal-fired power plant ash ponds are a ma

145 thylated in CRC but not in normal tissues or effluents from fecal donors.

146 Using disinfected secondary effluents from four treatment plants, we observed that s

147 een proposed as a tool to capture CO(2) from effluent gas streams and store it primarily as bicarbona

148 tensities for one feed and two corresponding effluents has also been studied to monitor hydrotreatmen

149 ventional current technologies used to treat effluents have shown to be inefficient to remove or just

150 ically exposed to wastewater treatment plant effluents (i.e., press disturbance) before experiencing

151 The percentage of accumulated WWTP effluent in each river reach (ACCWW%) was used to predic

152 ve 70% in crops irrigated with solar treated effluents in comparison with secondary effluents of UWW.

153 ns isolated from humans, livestock and urban effluents in Spain.

154 observed with the CH samples exposed to fire effluents in the CH test chamber.

155 of sources (e.g., street dust and wastewater effluent) in addition to wet deposition to surface water

156 ant with each cycle, while phosphorus in the effluent increased by 1 mg/L and 3 mg/L in the first and

157 whereas the reverse was found in wastewater effluent, indicating that humic-like fluorescence is ass

158 contaminants commonly detected in wastewater effluent, indicating the potential importance of this pr

159 ally downgradient former domestic wastewater effluent infiltration beds both act as continuous PFAS s

160 trogen standards for discharge of wastewater effluent into aquatic bodies are becoming more stringent

161 king water treatment choices when wastewater effluent is a component of any drinking water supply.

162 Wastewater effluent is a recognized source of N and P to coastal en

163 mosis (RO) treatment of municipal wastewater effluent is becoming more common as water reuse is imple

164 arch is needed to evaluate whether anaerobic effluent is suitable as an influent to potable reuse tra

165 The gaseous effluent is then immediately transferred to a detector (

166 industrial wastewater treatment plant (WWTP) effluent is used to augment freshwater supplies globally

167 of toxic organic pollutants from industrial effluents is a great environmental challenge.

168 removal of antibiotics in complex wastewater effluents is possible.

169 ent technology options specified in the 2015 Effluent Limitation Guidelines (ELGs).

170 ted constituent in the recent steam electric effluent limitations guidelines and standards (ELGs) sin

171 not regulated in FGD wastewater in the 2015 Effluent Limitations Guidelines and Standards for the St

172 Based on an extrapolation of per capita mass effluent loadings of the four Arctic lagoons, mass loadi

173 Effluent loads of some elements contributed significantl

174 ly reduces toxicity, residual effects in the effluents may represent a risk to the receiving ecosyste

175 uantification of metabolite release into the effluent media as well as by an intact responsiveness to

176 sewage, secondary-treated sewage, and final effluent) monthly for a 13-month period.

177 rus (MNV) and MS2 bacteriophage in secondary effluent MWW and phosphate buffer (PB).

178 agricultural, and domesticated) and treated effluent (n = 233) was used to generate a fecal library

179 frequently detected in municipal wastewater effluent, nitrate and nitrite-sensitized photolysis path

180 t, requiring some treatment plants to reduce effluent nitrogen concentrations.

181 mm), influent wastewater, excess sludge and effluent of a full-scale AGS plant were characterized ov

182 ing biofilms collected from the influent and effluent of a typical urban wastewater treatment plant.

183 ion products in the urine, plasma, and ileal effluent of healthy volunteers and ileostomists (subject

184 aracterized in the influent, bioreactor, and effluent of MBBRs using single particle inductively coup

185 ere, we recorded microRNA profiles in the PD effluent of patients presenting with symptoms of acute p

186 ARG abundance (sum of iARG and eARG) in the effluent of the AnMBR was not impacted by the extent of

187 EPFAAs in influent and effluent of the Arctic lagoons were within the lower end

188 These samplers were deployed to sample effluent of vents on sulphide chimneys, located on Axial

189 ed as indicator of glycocalyx degradation in effluents of 38 liver grafts and serum of patients under

190 toxicity at four wastewater treatment plant effluents of Biscay (Gorliz, Mungia, Gernika, and Galind

191 ustry not only left a clear signature in the effluents of the respective WWTP but also influenced the

192 eated effluents in comparison with secondary effluents of UWW.

193 than 1 ng/L) or below the detection level in effluents of WTPs and river water.

194 onsidered to assess the impact of wastewater effluents on bank-filtered water.

195 ctive solutions for the effects of pulp mill effluents on fish reproduction.

196 multiple transfers from the first dimension effluent onto the column head of the second separation d

197 ed the Si load of a large wastewater plant's effluent or the molar ratios of Si/N and Si/P in effluen

198 Further reductions of final effluent organic loadings toward the target of less than

199 ight plays an important role in transforming effluent organic matter as wastewater effluents travel d

200 Whole effluent ozonation is a prospective method to remove pha

201 These effluent parameters were achieved across a wide range of

202 ocytes isolated from the peritoneal dialysis effluent (PDE) of noninfected uremic patients.

203 Ex-vivo stimulation of PD effluent peritoneal cells increased release of interleuk

204 chieve both high bromide removal and neutral effluent pH such that further pH adjustment was not nece

205 essed including blood flow, access pressure, effluent pressure, prefilter pressure, and return pressu

206 estuarine bioassays, predenitrification BNR effluents produced more phytoplankton biomass than CAS e

207 g m(-3) day(-1)), together with a high-level effluent quality (<5.0 mg N L(-1)), was achieved in a la

208 d that investment in MWWTP upgrades improved effluent quality and was associated with an immediate ch

209 assess whether upgrades designed to improve effluent quality could also remediate the intersex previ

210 e of intersex remains unknown, indicators of effluent quality including nutrients, pharmaceuticals, a

211 of municipal wastewater effluents, but their effluent quality is difficult to validate with respect t

212 for 472 days, the AnMBR achieved an average effluent quality of 58 +/- 27 mg/L COD and 25 +/- 12 mg/

213 sh downstream of the Waterloo MWWTP (poorest effluent quality) suggested that approximately 15.5% of

214 Demographic data and effluent rates from the Acute Renal Failure Trial Networ

215 Catechol, one of the major effluents released by various chemical and metal process

216 h potential to improve energy efficiency and effluent reuse in mainstream wastewater treatment.

217 Liquid-liquid extraction (LLE) of a 200 mL effluent sample showed the best performance using a mixt

218 Across a larger set of effluent samples (n = 18), 8 h of irradiation (equivalen

219 N-MeFOSAA and N-EtFOSAA in surface water and effluent samples at +20 and 4 degrees C correlated with

220 In addition, 78, 74, and 72% of effluent samples for the concrete, 5 gal, and 2 gal filt

221 of 69 elements in digested sewage sludge and effluent samples from 64 municipal wastewater treatment

222 For four effluent samples from different plants, 36 h of irradiat

223 c components of HPTLC-separated influent and effluent samples of wastewater treatment plants, thereby

224 ompounds found in wastewater treatment plant effluent samples possessed a negative log D (pH 7) value

225 tewater from several FPIs, two months' daily effluent samples were collected and measured using liqui

226 ttled water, surface water, and two types of effluent samples were stored in HDPE containers at +20,

227 unds were found in all analyzed influent and effluent samples with the total concentrations of azithr

228 When nitrite (0.1-2 mg N/L) was spiked into effluent samples, an increase in the TCNM-FP after irrad

229 uent samples, while did not cluster in final effluent samples.

230 ating characteristics analyses revealed that effluent Sdc-1 concentrations (AUC = 0.82, P = 0.017) an

231 Effluent Sdc-1 concentrations correlated with effluent c

232 Effluent Sdc-1 concentrations were correlated with hepat

233 ion of radish and lettuce with solar treated effluents, secondary effluents, and mineral water was pe

234 , wastewater treatment plants (influents and effluents), soils, and sludges has been well doccumented

235 In real wastewater effluent solution, the SDFsC effectively degraded 800 mu

236 but was considered sufficient given that 55 effluent specimens were anticipated for analysis.

237 to those usually found in certain industrial effluents such as paper mills.

238 gly increased Al and Fe concentration in the effluent suggested that soil colloids facilitated the re

239 This approach will produce effluent suitable for anammox even under winter conditio

240 To produce effluent suitable for anammox, real municipal wastewater

241 Effluent sul1 gene abundance was strongly correlated wit

242 r from solution and a concurrent increase in effluent sulfide.

243 asses dominating in biomass (macrolides) and effluent (sulfonamides).

244 After 18 years, effluent TCE concentrations were above the maximum conta

245 Recycled fiber mill effluents, tested for the first time, were found to have

246 of nanomaterials dispersed in air and water effluents that unintentionally come into contact with th

247 For UV-disinfected effluents, the higher the UV dose, the more likely was t

248 BAC system treating two nitrified wastewater effluents, this study characterized the effect of differ

249 waste biomass sources or syngas fermentation effluent through microbial chain elongation.

250 sing X-ray microtomography (XMT) and collect effluent to assess the individual mineral dissolution.

251 ns demonstrated the prevalence of wastewater effluent to nearshore marine environments, the identity

252 The discharge of wastewater effluents to a stream that is subsequently used for drin

253 orming effluent organic matter as wastewater effluents travel downstream, but the corresponding effec

254 Effluent treatment systems across all production types w

255 ewage treatment plants (STP), additional STP effluent treatment technologies are being evaluated and

256 presenting the major pulping, bleaching, and effluent treatment technologies.

257 Wastewater treatment facility effluent, turkey litter leachate, and concentrated river

258 reamwater, and wastewater treatment facility effluent) under normal-flow and flood conditions.

259 characteristic of pure urban or agricultural effluents (up to 18 mg N L(-1) week(-1)) led to the domi

260 indicated by the pH and conductivity of the effluent urine.

261 imates of consumption (influent) or release (effluent) via wastewater systems rely heavily on accurat

262 In March 2018, the WWTP effluent was acutely toxic to the fish, likely due to el

263 Ileostomy effluent was collected and analysed daily for the first

264 Coronary effluent was collected pre- and poststorage for assessme

265 Unused effluent was collected, dried, and returned to the fract

266 The column effluent was continuously contacted with soluble fluores

267 The softening effluent was dominated by an Exiguobacterium-related pop

268 Ozonation of wastewater effluent was shown to form abundant nitromethane, which

269 In secondary effluent wastewater (initial NH(4)(+)-N of 0.7 meq NH(4)

270 e(VI) in phosphate buffer (PB) and secondary effluent wastewater (SEW).

271 these fibers reach the environment either in effluent wastewater or sewage sludge applied to land.

272 in phosphate buffer and municipal secondary effluent wastewater, are reported for the first time.

273 ery byproduct rich in sugars and to the WWTP effluent water (i.e., control).

274 ed and irrigated (fertigated) by aquaculture effluent water containing 100 mg of NO(3)(-)-N L(-1) (AN

275 (-) and ammonium (NH(4)(+)) originating from effluent water of aquaculture in a cucumber (Cucumis sat

276 Measurements of carbon metabolism, effluent water quality, biofilm sloughing rate, and micr

277 mg of NO(3)(-)-N L(-1) (AN), by aquaculture effluent water supplemented with NH(4)(+) (AN+), or by t

278 nstrated that eDNA was most prevalent in the effluent water, but also reliably detected on the 0.2 mu

279 relationship to the microbiome in the filter effluent water.

280 concentrations of the same nutrients in the effluent were also determined.

281 ss loadings to the Arctic of Canada via WWTP effluent were estimated as 1405 g/year and 549 g/year fo

282 toxicity of the O3/BAC-treated chloraminated effluents were comparable or slightly higher than those

283 low molecular weight SMPs (MW< 580 Da) from effluents were optimized.

284 ater waste was reduced significantly, and no effluents were produced in the ohmic heating process.

285 rganic contaminants commonly present in WWTP effluents were quantified.

286 Noting that the dry matter of the duodenal effluents were similar after each of the two cheese meal

287 lean water and secondary/tertiary wastewater effluents when the same amounts of PAA and UV doses were

288 Ps) enter estuaries via wastewater treatment effluents, where they can inhibit microorganisms, becaus

289 mains dissolved in the anaerobically treated effluent, which is a potent greenhouse gas and is easily

290 use of the ability to produce a high-quality effluent while reducing brine production and disposal.

291 ry testing, the system consistently produces effluent with 6 <= pH <= 9, total suspended solids (TSS)

292 and allow for metal recovery from metal-rich effluent with a low environmental footprint, at ambient

293 ing nitrosamines from the absorber waterwash effluent with activated-carbon sorbents was developed to

294 rther reduced the TCNM-FP in a non-nitrified effluent with low nitrite and nitrate concentrations but

295 atibility of anaerobically treated secondary effluent with potable reuse trains has not been evaluate

296 alve-based approach enables dilution of (1)D effluent with weak solvent prior to transfer to the (2)D

297 All filters produced effluents with a mean turbidity of <0.6 nephelometric tu

298 ieved, and thus, STG can be detected in WWTP effluents with concentrations in the higher ng/L range.

299 cing struvite and dihydrogen from wastewater effluents with no energy input in a green and sustainabl

300 Gs revealed distinct profiles in biomass and effluent, with genes conferring resistance to different