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63 protocols using toc vcsh

1

Characterization of Aqueous Samples

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Aqueous samples were investigated for their pH through a digital pH meter (PHS-38W Microprocessor, Tsingtao Toky Instruments Co., Ltd., Qingdao, China). A UV/Vis. spectrophotometer (T80 + PG Instruments, Lutterworth, UK) was used to determine phenol concentration at the wavelength of 269 nm. An ultrasonic bath (Cleaner model U Tech Products, Inc., Schenectady, NY, USA) was calibrated as reported [29 ] and used for the cavitation and sono-adsorption processes experiments. COD was analyzed after sample digestion (through the COD digester model (TR320, Merck Spectroquant)). The TOC was determined by injecting a 20 mL sample into the TOC analyzer (Shimadzu, model TOC-V CSH) in the furnace at 680 °C. The surface morphology of the WGTLs was investigated by a scanning electron microscope (SEM) instrument (Model-JSM 5910, JEOL, Tokyo, Japan). The Fourier Transform Infrared Spectroscopy (FTIR) analysis was performed, and IR spectra were recorded using the Potassium bromide (KBr) pellet technique on a FTIR spectrometer (Model-Perkin Elmer Spectrum 10D, Waltham, MA, USA) with a spectrum range of 500–4000 cm−1 using a Resolution of 0.5 cm−1.
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2

Quantification of DIC, DOC, Nitrate, and Chloride

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DIC and non-purgeable organic carbon (referred to as DOC) were estimated with a Shimadzu combustion carbon analyzer TOC-Vcsh with ASI-V auto sampler. DIC was determined by injection into 25% phosphoric acid at ambient temperature with a calibration range of 0.35 to 40 mg l−1 as C and both sodium bicarbonate solid and sodium carbonate solid standards (Nacalia Tesque). DOC was determined after acidification with 2 N HCl (five minute sparging) to remove DIC. The sample was then injected into the furnace at 680 °C with calibration from 0.35 to 3.5 mg l−1 and limit of quantification of 0.20 mg l−1 as C and potassium hydrogen phthalate solid standard (Nacalia Tesque).
A Dionex ICS-2000 anion chromatograph with AS40 auto sampler was used to determine nitrate and chloride concentrations (Guard column: IonPac AG18 guard, 4 × 50 mm; analytical column: IonPac AS18, 4 × 250 mm; suppressor: RFIC ASRS, 300 4 mm, self-regenerating; suppressor current: 99 mA). A 25 min gradient method was used with 25 μl injection volumes and a 1 ml min−1 flow rate at 30 °C. The gradient consisted of 22 mM KOH (7 min), increasing KOH (1 min), 40 mM KOH (12 min), followed by decreasing KOH back to 22 mM (5 min). Aanion standards (1,000 mg l−1 ; Spex CertiPrep, Metuchen, NJ) were diluted for a calibration range from 0.60 to 120 p.p.m., and measurement error was 2.5% for Cl and 1.4% for NO3.
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3

Analysis of Filter Rejection Factors

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Some of the samples were kept before and after the filtration test in order to conduct rejection analysis. Rejection analysis was divided under several tests, which are rejection of oil, total organic carbon (TOC) and turbidity. They were measured using UV-VIS Spectrophotometer (Model: DR 5000 Spectrophotometer, Hach Company, Loveland, CO, USA), Hach-Lange kits for COD, TOC analyzer (Model: TOC-VCSH, Shimadzu, Kyoto, Japan), and turbidity meter (Model: 2100Q Portable Turbidimeter, Hach Company, Loveland, CO, USA), respectively.
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4

Soil Characterization: pH, Organic C, and Metal Fractions

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The pH was directly measured in a soil aliquot in a 1:2.5 suspension of soil:water measured with a pH/mV data logger 850059 (Scottsdale, AZ, USA). Soil organic C was determined using TOC-VCSH (Shimadzu, Kyoto, Japan), and total N was determined by Kjeldahl distillation (VELP, Usmate, Italy). Selective dissolution determination with acid ammonium oxalate 0.2 M at pH 3 for Al (Alo) and Si (Sio) and pyrophosphate extraction for Al (Alp) was obtained using a solution of 0.1 M sodium pyrophosphate [41 ,42 ]. Alo, extracts indicate the amount of amorphous Al and Fe, and pyrophosphate, the organo-mineral (Al and Fe) association with soil organic matter. All metals and Si extractions were determined by atomic absorption spectroscopy (Perkin Elmer 3110, Waltham, MA, USA). Al saturation and soil texture were conducted as indicated by Sadzawka et al. [41 ].
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5

Total Organic Carbon Determination

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For DOC analysis, water subsamples were filtered through 0.22 μm pore size membranes (Durapore, Merck Millipore, USA), acidified to pH 2 with 2% (v/v) of HCl (2M) and stored at -20°C in acid-cleaned borosilicate flasks until determination. After thawed and immediately before analysis, subsamples were sparged with N2 during 5 minutes in order to remove inorganic carbon. The concentrations of total organic carbon (TOC) were determined by high temperature catalytic oxidation (HTCO) using a Shimadzu TOC-VCSH at 680°C, flux gas flux (O2) of 150 mL min-1 with platinized-alumina catalysts (0.5% Pt on an alumina support) and a non-dispersive infrared detector (NDID) [36 ]. A standard curve for TOC concentration was made with potassium hydrogen phthalate in the range of 0 to 10 ppm. The correlation coefficients of calibration curves were equal or better than r = 0.999 and the precision of the analysis, expressed as a relative standard error, was below 10% for 0.5 ppm.
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6

Municipal Wastewater Analysis Protocol

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Municipal WW (feed) and draw solution samples were taken and immediately filtered through 0.2 µm Millipore filters before and after each test conducted with municipal WW for subsequent analysis. Phosphate (PO43−), sulfate (SO42−), ammonium (NH4+), potassium (K+), magnesium (Mg2+), and calcium (Ca2+) were analyzed via ion chromatography (ICS5000, DIONEX) (Thermo scientific, Waltham, Massachusetts, US). Total COD and soluble COD concentrations were also measured using test kits (Hach Lange, Dusseldorf, Germany). Total organic carbon (TOC) concentration was analyzed by a TOC analyzer (TOC-VCSH, Shimadzu) (Shimatdzu, Kyoto, Japan).
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7

Water Quality Analysis Protocol

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DIC and DOC were measured with a Total Organic Carbon Analyzer (TOC-VCSH; Shimadzu, Kyoto, Japan). We measured anions and cations with ion chromatography (model IC5000; DIONEX, Sunnyvale, California) following UNE-ENISO 10304–1 (1995) and UNE-EN ISO 14911 (2000), respectively. We collected 3 replicates of unfiltered water and stored them for analyses of total N (TN) and P (TP). We measured TN and TP after alkaline digestion of the unfiltered water samples54 and subsequent spectrophotometric determination.
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8

Quantifying Organic Carbon in Aquatic Samples

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Samples for TOC and DOC (20 mL) were collected in combusted glass ampoules, DOC after filtration through combusted GF/F filters (8 h, 500°C). Samples were acidified with 80 μL of 85% phosphoric acid, heat sealed immediately, and stored at 4°C in the dark until analysis. DOC and TOC samples were analyzed by applying the high-temperature catalytic oxidation method (TOC-VCSH, Shimadzu) modified from Sugimura and Suzuki (1988). Potassium phthalate standard calibration was conducted over the range 0 to 250 μmol C L-1. The blank of the analytical system was between 5 and 10 μmol C L-1 and the standard deviation was less than 3% of the mean of triplicate measurements. Particulate organic carbon (POC) was determined as the difference between TOC and DOC.
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9

Polymer Sample Degradation Analysis

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A polymer sample (10 mg) was added to a vial filled with 2.5 mL H2O. The reactions were carried out by shaking the vial at 45 °C for 1, 3, and 7 days separately. Finally, the solution was filtered and stored in the refrigerator (−30 °C) until the total organic carbon concentration (TOC) measurement. The weight loss was evaluated by using a TOC analyzer (Shimadzu TOC-VCSH, Kyoto, Japan).
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10

Soil Solution Chemical Analysis After Storms

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Soil solution was collected immediately following the storms to minimize evaporation and 24 h following each storm, for a total of five separate collection dates spaced 7–10 days apart. Samples of soil solution were filtered into sterile Whirl Pak B01062 sampling bags (Cincinnati, OH, USA) and refrigerated immediately after collection in order to be analyzed for ortho-phosphates, ammonium, nitrate/nitrite, total N, and total P using a SEAL AQ2 discrete analyzer (Seal Analytics, Mequon, WI, USA) [27 (link)] (Appendix B). Dissolved total C was determined using high temperature oxidation followed by infrared detection of CO2 using a Shimadzu TOC-VCSH equipped with a liquid auto sampler Shimadzu ASI-L (Shimadzu, Kyoto, Japan) (Appendix C).
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