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58 protocols using dr 3900 spectrophotometer

1

Comprehensive Water Quality Analysis

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COD was measured using the LCK 014 kit (HACH) and a DR 3900 spectrophotometer (HACH) after the digestion of the samples in an HT 200 S digester (HACH LANGE), according to APHA guide [38 (link)]. Sulfides and phenolic compounds were determined by spectrophotometry using a DR 3900 spectrophotometer (HACH) as well as the LCK 653 kit and the LCK 346 kit from HACH, respectively. O&G (polar and nonpolar) was measured according to the Standard Method SMEWW 5520 C/F [38 (link)], after sample dilution to ensure that the concentration would fit into the calibration curve of the NICOLET 6700 FT−IR instrument. The conductivity was measured using a conductivity meter, model LF 320 (WTW); pH was measured using a pH 1100 L pH meter (VWR), and temperature was measured with an alcohol thermometer (VWR).
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2

Spectrophotometric Biomass Monitoring

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For shake-flask cultivations, cell growth was monitored by measuring per triplicate the optical density at 600 nm (OD600) in a DR 3900 HACH Spectrophotometer (Hach Company, Ames, IA, United States). During fed-batch cultivations, biomass concentration was measured in quadruplicates in terms of dry cell weight (DCW), as described elsewhere (Cos et al., 2005 (link)). The relative standard deviation (RSD) in all measurements was lower than 5%.
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3

Retention Time Impact on Synthetic Wastewater

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Synthetic wastewater was newly prepared to substitute the wastewater collected from Cenviro Sdn Bhd for the preliminary experiment. The influence of retention time on COD and ammonia-N removal were investigated in the preliminary experiment. The experiment was performed in accordance with the best condition obtained from a previous study of COD and ammonia-N for municipal wastewater as displayed in Table 1. 187 ml of synthetic wastewater (SW) and 63 ml of acclimatized mixed culture (AMC) were mixed to produce a 250 ml volume mixture according to retention time. The samples were tested using a DR3900 HACH spectrophotometer after five days to obtain the COD and ammonia-N removal value.

Best condition of COD and ammonia-N for municipal wastewater.

Table 1
FactorsRange
SW: AMC Ratio3:1
Support MediaNo
Agitation100 rpm
Retention time5 days
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4

Comprehensive Water Quality Analysis

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Total chlorine and free chlorine were determined immediately after sampling based on the dipropyl-p-phenylenediamine (DPD) method (Spectroquant® chlorine test, EPA 330.5, US Standard Methods 4500-Cl2 G, and EN ISO 7393). The combined chlorine was the subtraction between total chlorine and free chlorine. The conductivity was monitored by a potable conductivity meter (Myron L's Ultrameter II 4P, USA). The solution pH was determined by a pH meter (FE20 Plus, Mettler Toledo). The UV254 was determined by an ultraviolet spectrophotometer (UV-1800PC, Mapada) running under a wavelength of 254 nm. The turbidity was measured by a turbidity meter (HACH 2100Q, UAS). TOC and DOC were determined by a TOC analyser (TOC-V CPN, Shimadzu, Japan). TN was determined by a DBR200 digester and a DR3900 spectrophotometer (HACH, USA).
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5

Spectrophotometric Analysis of Wastewater Parameters

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Concentrations of COD, TN, N–NH4+, N–NO2, N–NO3, P-PO43− were analysed spectrometrically according to APHA Standard Methods (APHA 2005 ) using cuvette tests (Hach Lange GmbH) and a DR 3900 spectrophotometer (Hach Lange GmbH, Berlin, Germany). The determination of mixed liquor suspended solids (MLSS) and mixed liquor volatile suspended solids (MLVSS) employed gravimetric methods in accordance with Polish standard PN-EN 872:2007. Measurement of total volatile solids in biofilm was performed in accordance with the Polish standard by calculating weight loss. The biofilm was mechanically removed from the carries.
Free ammonia (FA) and free nitrous acid (FNA) were calculated according to Eqs. (3) and (4) (Anthonisen et al. 1976 (link)) FA=1714×totalammoniaasNmgL×10pHe6344/273+TC+10pHmgFA/L FNA=4614×N-NO2-mgLe-2300/273+TC×10pHmgFNA/L
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6

Copper Ion Adsorption Kinetics

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An element of known weight was placed in a solution with copper content of 5 mg/L. After specified time intervals, samples were taken and the content of copper ions was determined again. Tests for the content of copper ions were performed using Hach Lange cuvette tests: LCK329 and a dedicated Hach Lange DR 3900 spectrophotometer (Düsseldorf, Germany). Based on the loss of Cu ions, the degree of their adsorption on the tested elements was determined.
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7

Evaluating Treatment Efficiency via COD

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The treatment efficiency was assessed based on the change in the chemical oxygen demand (COD) index during one cycle, which was calculated according to the following formula: E=COD1COD2COD1100 [%]
where:

COD1—chemical oxygen demand at the beginning of the cycle [mg/LO2];

COD2—chemical oxygen demand at the end of the cycle [mg/LO2].

COD tests were performed using Hach Lange cuvette tests: LCK114, LCK314 and a dedicated Hach Lange DR 3900 spectrophotometer (Düsseldorf, Germany).
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8

COD Analysis and Cell Growth Quantification

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COD concentration was measured by using digestion vials (Hach, Singapore) and Hach DR3900 spectrophotometer following the manufacturer's instruction. Two analytical ranges (20 -1500 mg L -1 ) and (0 -150 mg L -1 COD) were used for initial and after treatment samples, respectively. VSS in the reactors was measured following the standard method 2540A. Cell growth was quantified by optical density (OD) at 620 nm and was measured using a Shimadzu DR 6000 spectrophotometer.
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9

Biosorption of Metal Ions by Chitosan and Matrices

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Metal ion adsorption study was performed for bio-sorbents chitosan and binary matrices by equilibration method. The standard solutions of metal ions having concentration 5.00 mg/L for the respective metal ions were made by the dissolution of calculated weights of FeSO4 , 7H2O and Pb(NO3)2 in deionized water. For the sorption studies 250 mg of polymer samples were dipped in 10.00 mL metal ion solution (only single metal ion) at particular contact time, pH, temperature and fed metal ion concentration one by one to evaluate the optimum conditions of contact time, temperature, pH and metal ion feed concentration. The solution was observed for the rejected ions concentration on DR 3900 Spectrophotometer (HACH Co., Loveland, CO, USA) by using standard pillow reagents. Parameter contact time, pH, temperature and individually fed metal ion concentration were varied one by one in order to evaluate optimum sorption conditions [32 (link)]. Metal ion sorption parameters such as retention capacity ( Qr ), percent uptake ( Pu ) as well as partition coefficient ( Kd ) were calculated as follows ((3)–(5)): Pu=CoPrCo×100,
Kd=CaCr×V(mL)Wp(g),
Qr=Ca(mEQ)Wp(g),
where:

Co is fed metal ions concentration,

Cr is rejected metal ions concentration,

Ca is metal ions concentration ion in polymeric matrix,

V is solution volume in mL,

Wp is dry polymeric weight in grams.

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10

Algae Growth in Wastewater under Light

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Cultures of each strain were harvested in exponential growth phase by centrifugation (6 min, 3700g), washed repeatedly with the treated wastewater medium, and resuspended in it. Initial cultures for the experiments were then prepared by adjusting the optical density (OD630) of the suspensions to 0.06 and placing 60 mL aliquots in tubes designed to fit slots in a MC 1000 multi-cultivator (Photon System Instruments, Drásov, Czech Republic). Each species was grown in triplicates at 50, 150 and 300 μE m−2 s−1 (16 h light: 8 h dark photoperiod). The temperature was 25 ± 2 °C and the tubes were aerated (0.1 L min−1). The algae were grown under these conditions for either 8 or 15 days, and OD630 was measured daily to monitor their growth. Samples (50 mL) were then harvested by centrifugation at 3700 g for 6 min and freeze-dried for 3 days. Freeze-dried algae were used for lipid extraction and FTIRS analysis. The amounts of nitrogen and phosphorus present in the wastewater were determined before and after each experiment using LCK 138 and LCK349 kits, respectively, and a DR 3900 spectrophotometer, operated according to the manufacturer’s manual (Hach Lange, Germany).
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