Accepted Manuscript Effect of calcium peroxide on the water quality and bacterium community of sediment in black-odor water Wen-Huai Wang, Yi Wang, Pan Fan, Lin-Feng Chen, Bao-Hua Chai, Jing-Chan Zhao, Lu-Qin Sun PII:
S0269-7491(18)34120-4
DOI:
https://doi.org/10.1016/j.envpol.2018.11.069
Reference:
ENPO 11896
To appear in:
Environmental Pollution
Received Date: 10 September 2018 Revised Date:
5 November 2018
Accepted Date: 22 November 2018
Please cite this article as: Wang, W.-H., Wang, Y., Fan, P., Chen, L.-F., Chai, B.-H., Zhao, J.-C., Sun, L.-Q., Effect of calcium peroxide on the water quality and bacterium community of sediment in blackodor water, Environmental Pollution (2018), doi: https://doi.org/10.1016/j.envpol.2018.11.069. This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.
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Effect of calcium peroxide on the water quality and bacterium
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community of sediment in black-odor water
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Wen-Huai Wang a, Yi Wang a*, Pan Fan a, Lin-Feng Chen a, Bao-Hua Chai a, Jing-Chan Zhao b,
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Lu-Qin Sun c
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a
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Technology, China
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b
College of Chemistry & Materials Science, Northwest University, Xi'an, 710069, China
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c
Environmental Science Department, University of San Francisco, California, CA 94117, USA
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ABSTRACT:
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School of Environmental and Municipal Engineering, Xi’an University of Architecture and
This study investigated how efficiently CaO2 could treat black-odor landscape
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water caused by low dissolved oxygen (DO) in a field experiment of 600 m2. The
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study demonstrated that CaO2 could significantly elevate the DO concentration in
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waters and the oxidation–reduction potential (ORP) level in sediments (p=0.003 and
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p=0), which is conducive to improving the anoxic environment of landscape water.
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The concentrations of total chemical oxygen demand (TCOD) and S2− in overlying
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and interstitial waters were considerably decreased. The average concentrations of
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TCOD in the overlying and interstitial waters of the test zone (TZ) were 52.98% and
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66.05% of those of the control zone (CZ), and the average concentrations of S2− in the
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overlying and interstitial waters of TZ were 29.63% and 39.79% of those of CZ.
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Meanwhile, CaO2 could obviously reduce turbidity but increase the transparency in
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the overlying water. The mean value of turbidity in the overlying water of TZ was
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39.46% of that of CZ, whereas the transparency in the overlying water of TZ was 2.07
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ACCEPTED MANUSCRIPT times that of CZ. Furthermore, CaO2 changed the microbial community structure in
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the sediments, where the relative abundance of anaerobic bacteria was decreased but
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that of the aerobic bacteria was increased with some functional bacteria. In summary,
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CaO2 could significantly increase the DO and ORP in black-odor landscape water,
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obviously inhibit the release of pollutants from sediment, and increase the diversity of
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microbial strains. Consequently, the black-odor phenomenon of landscape water could
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be alleviated effectively by adding CaO2.
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Capsule:
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This paper could provide an effective reference for the management of
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black-odor landscape water and demonstrate an important field case for similar
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problems.
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Keywords: Calcium peroxide; Landscape water; Sediment release; Black-odor
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governance; Microbial flora
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1. Introduction
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Urban landscape water has an important ecological value in improving local
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climate and beautifying urban environment (Mcgoff et al., 2017). Nevertheless, this
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type of water is seriously polluted by area-source pollution because it is commonly
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located in urban districts with large population density (Wang et al., 2018).
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Meanwhile, a large amount of pollutants are gradually accumulated in the sediments
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of rivers and lakes in the form of endogenous pollutant due to the defects of landscape
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water, such as shallow water, poor fluidity, and weak self-purification capacity (Ao et
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al., 2018). In summer, higher temperature contributes to the higher microbial
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ACCEPTED MANUSCRIPT metabolisms which will convert the water environment to anoxic or anaerobic
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conditions due to the rapid consumption of dissolved oxygen (DO) in the water. The
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proliferation, growth, and metabolism of anaerobic bacteria are accompanied with the
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corruption, decomposition, fermentation, and transformation of organic compounds in
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sediments (Li et al., 2016), which strengthen the production of substances, such as
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ammonia nitrogen (NH4+–N), humus, hydrogen sulfide, methane, and mercaptan.
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Among these substances, ammonia (NH3), hydrogen sulfide, and mercaptan inevitably
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diffuse and spread out into the surroundings, which are probably the main reasons
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turn the water into smelly or olfactory water. Meanwhile, some metals, such as iron
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and manganese, are reduced in the anoxic environment and further combined with S2−
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to form ferrous sulfide and other compounds (Ololade et al., 2016), which usually
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cause the water turning into black color in the landscape water due to a large quantity
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of negative colloids (FeS and MnS) being adsorbed by suspended particles and floated
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in the overlying water. The formation of black and smelly water body will not only
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reduces the aesthetic value of landscape water but also harms the ecological balance
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and introduces many hygienic problems (Andreasen et al., 2013; Shen et al., 2014). A
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total of 1861 water bodies (85.7% of rivers and 14.3% of lakes) in China were labeled
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as black-odor water by the end of February 2017. Thus, how to deal and treat
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black-odor landscape water is a common and serious issue existing in China.
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The popular treatments used today to restore black-odor landscape water are
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physical methods (e.g., sediments dredging, sediments coverage, and artificial
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aeration) (Richardson et al., 2011), chemical methods (e.g., addition of aluminum salt, 3
ACCEPTED MANUSCRIPT sodium nitrate, calcium nitrate, and hydrogen peroxide) (Ronen et al., 2010), and
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biological methods (e.g., purification of aquatic plants, microorganism strengthening,
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and exogenous microorganism delivery) (Faccioabbba, 2012). These techniques can
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accordingly improve the quality of black-odor landscape water but have some obvious
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defects in their applications. Physical methods are often companied with the issues of
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high cost, low efficiency, and secondary pollution. For example, the sediments after
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dredging out from the bottom need to be properly further treated, and more pollutants
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could be released into the water from sediments by artificial aeration (Wang et al.,
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2017b; Uggetti et al., 2016). While using chemical methods dealing with the
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black-odor water have many problems too, such as, applying aluminum salt is
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commonly known to be toxic to aquatic organisms (Freitas et al., 2016), using nitrate
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would increase the concentration of nitrate nitrogen in the overlying water (Liu et al.,
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2016; Bindhu et al., 2016), Na2CO4 has a short timeliness, therefore is easily soluble
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in water and moist atmosphere (Sindelar et al., 2014), and the use of hydrogen
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peroxide is dangerous and unstable (Zingaretti et al., 2016). Biological methods are
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usually commented as low efficiency, poor stability, and high susceptibility to
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environmental conditions. Therefore, a safer, greener, more economical and efficient
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technology is absolutely needed to solve the black-odor problem of landscape water
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caused by low DO.
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Calcium peroxide (CaO2) can release oxygen molecules slowly in moist air or
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water and it is safe to aquatic ecosystem as a common food additive; thus, CaO2 can
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be used in the in-situ treatment of black-odor landscape water (Lu et al., 2017). 4
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concentrates on the removal of trichloroethylene in water, degradation of
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endocrine-disrupting compounds in waste activated sludge (Zhang et al., 2015a;
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Zhang et al., 2015b), and reduction in triamcinolone acetonide, benzene, and
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persistent organic pollutants in the environment (Wang et al., 2017a; Zhang et al.,
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2018). However, the effects of CaO2 on black-odor landscape water and the microbial
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community structure in sediments are seldom studied. In this study, CaO2 was applied
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into the severely black-odor landscape water of 600 m2, as a slow-releasing peroxide.
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The feasibility and stability of CaO2 for emergency treatment of black-odor landscape
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water were explored and evaluated and the improvement of anoxic environment in
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water and the change of microbial community structures in sediments were recorded
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and studied. This study is important in managing black-odor landscape water and
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provides a valuable field case for reference in the future.
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2. Materials and methods
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2.1 General situation and design of the experiment
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Xi’an moat surrounds the ancient city wall of Xi’an, and its original function was
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to prevent military attacks. At present, Xi’an moat serves as urban landscape and
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storm-water storage. Xi’an moat has a circumference of 14.8 km, a width of 15–20 m,
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and a depth of 1–8 m. The water velocity in Xi’an moat is extremely small, which
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allows its sediment to reach the depth of 3 meters high.
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The test site of this study is located in a relatively closed zone of the northeast
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corner of Xi’an moat, where the overlying water is 17 meters in width and 1.6 meters 5
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zone (TZ) were set along the direction of water flow in the test site, which were both
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30 meters in length and 10 meters in width. The two zones were naturally separated
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by a platform used as a tourists resting place, which is 15 meters in length and 10
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meters in width. At the beginning of the experiment, 75 kg of CaO2 with a purity of
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76.3% was sprinkled evenly on the surface of sediment in TZ, whereas CZ was in the
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original condition. In addition, five sampling points were selected for both zones (i.e.,
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in the center and four corners), and these sampling points in the same zone were
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studied as a test areas.
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The experiment lasted for 2 months in the summer of 2017. The average water
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temperature of the sampling days was 30.2 °C±0.7 °C during the experiment. At the
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48th and 61st days of the experiment, reservoir water was replenished to the Xi’an
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moat at the upstream 2.5 km of the test site to improve the water quality by the
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Management Committee of Xi’an moat.
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2.2 Sampling
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The overlying water was collected individually using a sampler at 0.5 meters
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below the surface water at five sampling points both in CZ and TZ. The sediment
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samples were grabbed below the surface sediment phase approximately 0.10 meters
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by a gravity sediment collector from five sampling points in the CZ and TZ
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respectively. The supernatant of the sediments sample centrifuged by a refrigeration
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centrifuge (5804R) was obtained as a representative sample of the interstitial water.
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Water and sediment samples were collected at 9:00 am every 7 days. The sediment
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respectively as representative samples of each experimental zone to determine the
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microbial community structure for the study site.
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2.3 Analysis of samples
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2.3.1 Analysis of water quality and physicochemical index of sediment
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Temperature (T), transparency, DO, and oxidation–reduction potential (ORP)
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were monitored at the field site, whereas other parameters (e.g., turbidity, S2−, SO42−,
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and total chemical oxygen demand (TCOD)) were tested in the Key Laboratory of the
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Ministry of Education. T, DO, and ORP were measured with a HACH portable
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multifunctional water quality meter (HQ-30d), transparency was metered with a
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Secchi disk, turbidity was analyzed with a spectrophotometer (XINMAO752N), and
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TCOD was detected by potassium dichromate method. S2− was measured by
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dimethyl-aniline spectrophotometry after pretreatment by NaOH–zinc acetate,
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whereas SO42− was analyzed by anion chromatography (ICS 1100).
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2.3.2 Identification of microbial strains in sediment
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High-throughput sequencing of the sediments in CZ and TZ were conducted with
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the Illumina MiSeq system, which contributed to understanding the difference in
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bacterial community structure in both sediments. The specific measurement steps
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are discussed as follows:
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The total DNA was extracted from sediment using the OMEGA kit (Life, USA)
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while its completeness was tested by agarose gel electrophoresis. Genomic DNA was
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accurately quantified using the Qubit 2.0 DNA Assay Kit (Life, USA) to determine 7
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the amount of DNA that should be added to the PCR reaction. PCR was amplified
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with the primers of 341F (5′-CCCTACACGACGCTCTTCCGATCTG-3′) and
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805R (5′-GACTGGAGTTCCTTGGCACCCGAGAATTCCA-3′). The PCR amplification procedure was conducted as follows: pre-denaturation at
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94 °C for 3 min, denaturation at 94 °C for 30 s, annealing at 45 °C for 20 s, extension
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at 65 °C for 30 s, repeating 5 cycles; denaturation at 94 °C for 20 s, annealing at 55 °C
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for 20 s, extension at 72 °C for 30 s, repeating 20 cycles; introduction of Illumina
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bridge PCR compatible primers, pre-denaturation at 95 °C for 30 s, denaturation at
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95 °C for 15 s, annealing at 55 °C for 15 s, extension at 72 °C for 30 s, repeating 5
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cycles.
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2.4 Statistical analysis
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The experimental data were statistically analyzed, calculated, and plotted using
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Origin 9.0 and Excel software. In the strain identification phase, the base sequence
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obtained from high-throughput sequencing was first decontaminated using
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Trimmomatic, and high-quality double-end sequences were connected by the flash
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software to obtain optimized sequences. Sequences were clustered into operational
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taxonomic unit (OTU) at a 97% identity threshold with the using UPARSE software,
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then the OTU representative sequence was compared with the bacterial RDP database
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by using the RDP classifier software to obtain OTU species information. The Mothur,
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R language barplot, and R language pheatmap software packages were used to
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analyze the Alpha diversity of the strains, species richness, and differences in species
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abundance distribution.
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The average value, standard deviation, and variance of the data were analyzed 8
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samples was tested using f-test method. The means were tested using t-test method
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with a significance level of p < 0.05.
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3. Results
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3.1 Effect of CaO2 on quality of landscape water
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3.1.1 Effect of CaO2 on the overlying water
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1) Time course of turbidity and transparency in the overlying water
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Fig. 1 shows the variations in turbidity and transparency in the overlying water
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of different zones. As shown in the figure, the turbidity in the overlying water of CZ
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increased gradually compared to the initial value, but that of TZ decreased.
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Unsurprisingly, the variation trends of transparency in both zones were opposite to
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those of turbidity.
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Fig. 1 Time course of turbidity and transparency in the overlying water of different zones: (a) turbidity, (b) transparency
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Fig. 1(a) shows that the initial values of turbidity in the overlying water of CZ
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and TZ were 15.26±0.87 and 16.12±0.93 NTU, respectively. The turbidity in the
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overlying water of CZ increased gradually compared to the initial value, and it
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reached the maximum value (23.16±1.07 NTU) at the 43rd day. However, the 9
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and it reached the minimum value (4.08±0.36 NTU) at the end of the experiment. As
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shown in Fig. 1(b), the transparency in the overlying water of CZ decreased gradually
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compared to the initial value, and it reached the minimum value (22.2±1.3 cm) at the
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36th day. However, the transparency in the overlying water of TZ increased stably,
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and it reached the maximum value (69.8±1.1 cm) at the 50th day. The average values
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of turbidity in the overlying water of CZ and TZ were 19.92±0.99 and 7.86±0.87
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NTU (p=0), respectively, throughout the test. By contrast, those of transparency were
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29.2±1.9 and 60.5±2.1 cm (p=0). Thus, the mean value of turbidity in the overlying
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water of TZ was 39.46% of that of CZ, whereas the mean value of transparency in the
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overlying water of TZ was 2.07 times that of CZ.
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water of black-odor landscape water but decrease the turbidity. 2) Time course of DO and ORP in the overlying water
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Fig. 2 shows the variations in DO and ORP in the overlying water of both areas.
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As shown in Fig. 2, the DO concentration and ORP level in the overlying water of TZ
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were constantly higher than those of CZ during the experiment.
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As shown in Fig. 2, the initial values of DO concentration and ORP level in the
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overlying water of CZ were similar to those of TZ. The initial DO (2.08±0.05 mg L-1)
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and initial ORP (23.9±2.3 mv) were relatively low in the overlying water of CZ; both
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decreased stably compared to the initial value and reached the minimum value
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(0.13±0.04 mg L-1 and −178.9±7.3 mv) at the 36th and 57th day, respectively. 10
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gradually first and then reached the maximum value (7.26±0.11 mg L-1 and 83.7±3.6
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mv) at the 8th and 36th days, respectively. The DO concentration and ORP level in
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the overlying water of TZ were constantly higher than those of CZ during the
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experiment although the numbers went down a little bit as time passed. The average
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DO concentrations in the overlying water of TZ and CZ were 4.50±1.12 and
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1.19±1.10 mg L-1 (p=0.003), respectively; the former was 3.78 times the latter. The
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average ORP levels in the overlying water of TZ and CZ were 62.3±3.2 and
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−73.5±6.2 mv (p=0), respectively; the former was significantly higher than the latter.
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Fig. 2 Time course of DO and ORP in the overlying water of different zones: (a) DO, (b) ORP
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Therefore, CaO2 could significantly increase the DO concentration and ORP
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level of the overlying water in the black-odor water body. 3) Time course of TCOD and sulfur concentration in the overlying water
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Fig. 3 shows the variations of TCOD, S2−, and SO42− in the overlying water of
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both zones. As shown in the figure, the concentrations of TCOD and S2− increased
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first and then decreased in the overlying water of CZ, while the concentration of
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SO42− decreased stably compared with the initial value. Nevertheless, the variation 11
ACCEPTED MANUSCRIPT trends of TCOD, S2−, and SO42− in the overlying water of TZ were contrary to those of
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CZ.
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Fig. 3 Time course of TCOD and S concentrations in the overlying water of different zones: −
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(a) TCOD, (b) S2 , and SO42
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Fig. 3(a) shows the variation trends of TCOD concentrations in the overlying
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water for both zones. As shown in the figure, the initial TCOD concentrations in the
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overlying water of CZ and TZ were 68.33±3.52 and 70.05±3.37 mg L-1, respectively.
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These values considerably exceeded the concentration limit of Chinese Surface Water
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Quality Standards for Class V (COD ≤ 40 mg L-1, GB3838-2002). However, the
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TCOD concentration in the overlying water of CZ was constantly higher than that of
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TZ during the entire experiment. TCOD concentration increased gradually and
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reached the maximum value (105.32±4.18 mg L-1) at the 36th day in the overlying
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water of CZ, whereas the concentration decreased gradually and reached the
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minimum value (29.06±2.28 mg L-1) at the 36th day in the overlying water of TZ. The
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average TCOD concentrations in the overlying water of TZ and CZ were 43.78±3.47
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and 82.63±4.32 mg L-1 (p=0), respectively, which indicated that CaO2 could reduce
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47.02% TCOD in the overlying water of TZ compared with that of CZ.
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Fig. 3(b) shows the variation trends of S2− and SO42− concentrations in the 12
ACCEPTED MANUSCRIPT overlying water of different zones. The initial S2− concentrations in the overlying
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water of CZ and TZ were the same (0.13±0.02 mg L-1). The S2− concentration
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increased first and reached the maximum value (0.42±0.03 mg L-1) at the 43rd day in
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the overlying water of CZ, but the concentration decreased steadily (except for the
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end of the experiment) and reached the minimum value (0.03±0.01 mg L-1) at the 50th
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day in the overlying water of TZ. During the entire experiment, the average S2−
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concentrations were 0.27±0.02 and 0.08±0.01 mg L-1 (p=0) in the overlying water of
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CZ and TZ, respectively, which indicated CaO2 could decrease 70.37% S2− in the
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overlying water. The variation trends of SO42− in the overlying water of different
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zones were contrary to those of S2−. The initial SO42− concentrations in the overlying
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water of CZ and TZ were similar, which were 32.26±2.16 and 31.68±1.87 mg L-1,
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respectively. The SO42− concentration decreased uninterruptedly and reached the
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minimum value (23.36±1.72 mg L-1) at the 36th day in the overlying water of CZ, but
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the concentration increased first and then reached the maximum value (92.68±2.82
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mg L-1) at the 43rd day in the overlying water of TZ. The average SO42−
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concentrations were 28.06±1.32 and 70.75±1.87 mg L-1 (p=0) in the overlying water
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of CZ and TZ, respectively; the latter was 2.52 times the former.
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In summary, CaO2 could greatly reduce the concentrations of TCOD and S2− in
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the overlying water of the black-odor landscape water, but it is possible to increase the
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concentration of SO42−. Therefore, CaO2 could reduce sulfur effectively but promote
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sulfur oxidation to a high valence (SO42−).
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3.1.2 Effect of CaO2 on DO concentration of the sediment–water interface 13
ACCEPTED MANUSCRIPT Table 1 shows the variations in DO concentration at the sediment–water interface
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of different zones. As shown in the table, the initial DO concentrations in CZ and TZ
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were the same. The DO concentration at the sediment–water interface of TZ increased
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first, reaching the maximum value (4.02±0.18 mg L-1) at the 22nd day and then
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dropped gradually. The concentration was higher than 1.60 mg L-1 at the
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sediment–water interface of TZ throughout the test (except the starting point).
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However, the DO concentration at the sediment–water interface of CZ was low lesser
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than 0.20 mg L-1 for the entire experiment. Thus, the average DO concentrations were
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2.56±0.11 and 0.08±0.04 mg L-1 (p=0) at the sediment–water interface of CZ and TZ,
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respectively; the former was 32 times the latter.
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Table 1 DO concentration at the sediment–water interface of different zones during the experiment
DO( (mg L-1)
CZ
TZ
0.03±0.02 0.06±0.04 0.12±0.04 0.16±0.05 0.11±0.07 0.07±0.04 0.02±0.01 0.03±0.02 0.05±0.04 0.08±0.04 0.16±0.06
0.03±0.02 2.88±0.15 3.15±0.14 3.96±0.17 4.02±0.18 3.27±0.18 3.11±0.18 2.26±0.12 2.08±0.16 1.78±0.18 1.62±0.18
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Therefore, CaO2 could significantly elevate the DO concentration at the
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sediment–water interface of the landscape water. Moreover, CaO2 could help maintain
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the DO concentration at a high level for a period of 50 days.
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3.1.3 Effect of CaO2 on TCOD and sulfur concentrations in the interstitial water
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interstitial water of different zones. As shown in the figure, the variation trends of
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these indices were the same as those in the overlying water of different zones. The
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concentrations of TCOD and S2− in the interstitial water of CZ increased gradually
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compared to the initial value, but the concentration of SO42− decreased stably.
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However, the concentrations of TCOD, S2−, and SO42− in the interstitial water of TZ
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were contrary to those of CZ.
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Fig. 4 Time course of TCOD and sulfur in the interstitial water of different zones: (a) TCOD, −
(b) S2 and SO42
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Fig. 4(a) shows the variation trends of TCOD concentration in the interstitial
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water of different zones. As shown in the figure, the initial TCOD concentrations were
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131.74±5.28 and 136.42±6.53 mg L-1 in the interstitial water of CZ and TZ,
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respectively; the latter was slightly higher than the former. During the experiment,
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TCOD concentration increased first and reached the maximum value (198.33±7.25
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mg L-1) at the 43rd day in the interstitial water of CZ. On the contrary, the TCOD
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concentration decreased stably and reached the minimum value (86.06±5.27 mg L-1)
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at the 50th day in the interstitial water of TZ. Therefore, the average TCOD
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concentrations in the interstitial water of CZ and TZ were 163.28±5.76 and
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107.84±5.32 mg L-1 (p=0), respectively; the latter was 66.05% of the former. Fig. 4(b) shows the changes of S2− and SO42− concentrations in the interstitial
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water of both areas. The initial S2− concentrations in the interstitial water of different
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zones were the same at approximately 0.31 mg L-1. S2− concentration increased
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continually and reached the maximum value (0.92±0.13 mg L-1) at the 50th day in the
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interstitial water of CZ, whereas the S2− concentration decreased gradually and
320
reached the minimum value (0.13±0.02 mg L-1) at the 57th day in the interstitial water
321
of TZ. During the entire experiment, the average S2− concentrations were 0.61±0.04
322
and 0.20±0.03 mg L-1 (p=0) in the interstitial water of CZ and TZ, respectively, which
323
indicated CaO2 could reduce 67.21% S2− in the interstitial water. The initial SO42−
324
concentrations in the interstitial water of CZ and TZ were similar, which were
325
20.05±2.11 and 21.18±1.73 mg L-1, respectively. SO42− concentration decreased
326
continuously in the interstitial water of CZ, whereas the concentration increased
327
stably and reached the maximum value (52.37±2.09 mg L-1) at the 50th day in the
328
interstitial water of TZ. The average SO42− concentrations were 15.51±0.98 and
329
45.27±1.62 mg L-1 (p = 0) in the interstitial water of CZ and TZ, respectively; the
330
latter was 2.92 times the former.
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In summary, CaO2 could significantly decrease the concentrations of TCOD and
332
S2− in the interstitial water but could increase the concentration of SO42−, which could
333
provide a good reference in the purification and improvement of black-odor landscape
334
water.
335
3.2 Effect of CaO2 on the sediment of landscape water 16
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3.2.1 Effect of CaO2 on sediment ORP Table 2 shows the variations of ORP levels in the sediment of different zones. As
338
shown in the table, the initial values of ORP level in different zones were similar, as
339
low as −342.9±15.6 and −341.8±13.5 mv in the sediments of CZ and TZ respectively.
340
During the experiment, the ORP level in the sediment of CZ decreased steadily and
341
reached the minimum value (−426.4±14.7 mv) at the 57th day. However, the ORP
342
level in the sediment of TZ increased first and reached the maximum value
343
(−160.4±13.4 mv) at the 29th day. Although the ORP levels in the sediment of TZ
344
declined later, it was still higher than that of CZ in the corresponding time. The
345
average values of ORP were −373.28±11.1 and −223.3±9.8 mv (p=0) in the sediments
346
of CZ and TZ, respectively. Therefore, CaO2 could significantly elevate the ORP level
347
in the sediment of landscape water.
348 349
Table 2 ORP levels in the sediments of different zones during the experiment
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Time(d)
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0 4 8 15 22 29 36 43 50 57 64
350 351
ORP( (mv) )
CZ
TZ
-342.9±15.6 -312.6±13.7 -313.7±12.8 -339.6±15.4 -378.6±14.5 -392.7±16.7 -394.2±17.8 -378.7±15.1 -410.3±16.2 -426.4±14.7 -416.8±13.7
-341.8±13.5 -317.3±14.6 -276.4±14.2 -233.2±11.3 -182.2±13.8 -160.4±13.4 -162.5±12.5 -177.8±11.7 -189.2±11.9 -200.3±12.5 -213.2±12.1
3.2.2 Effect of CaO2 on microorganisms in sediment 1) Analysis of microbial diversity
17
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353
The Chao and ACE indices were used to reflect the richness of the species without
354
considering the uniformity, which were positively correlated with the species. The
355
Shannon and Simpson indices were used to evaluate the species richness under the
356
premise of considering species uniformity. The Shannoneven index was used to assess
357
the uniformity of the species distribution in the samples. The Goods coverage index
358
was used to obtain the probability of the species being detected in the samples.
359 360
Table 3 Microbial diversity indices in the sediments of different areas
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Observed OTU
Chao
ACE
Control Test
1006 1129
1081 1254
1072 1221
Goods Shannoneven Coverage
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Sample
Shannon Simpson 5.916 5.853
0.9934 0.9923
0.9923 0.9919
0.8438 0.8226
As shown in Table 3, the Goods coverage indices in the sediments of different
362
zones were larger than 99%, which indicated that the sequencing depth was sufficient.
363
The values of OTU, Chao, and ACE indices in the sediment of TZ were higher than
364
those of CZ, whereas the Shannon, Simpson, and Shannoneven indices of microbial
365
species in the sediment of TZ were slightly smaller than those of CZ. Therefore, CaO2
366
could increase the diversity and abundance of microbial community in the sediment of
367
landscape water but could decrease the uniformity of microbial community structure
368
in the sediment.
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2) Analysis of microorganism community structure of phylum level
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Fig. 5 shows the species abundances of phylum level in the sediment of different
371
zones, obtained by the RDP classifier software. Bacteria having less than 0.5%
372
abundance, together with undetermined class were uniformly named as “Others.” 18
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Fig. 5 Relative abundances of phylum level in sediment
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Among different species in the sediment of CZ shown in Fig. 5, Proteobacteria
377
was the dominant species (31.94%), followed by Chloroflexi (17.26%), Firmicutes
378
(10.48%), and Bacteroidetes (10.31%). Althougth the relative abundances of the
379
species varied greatly, the dominant bacteria in the sediment of TZ were similar to
380
those of CZ. Proteobacteria was still the dominant species (27.82%), followed by
381
Bacteroidetes (12.80%), Firmicutes (12.76%), and Chloroflexi (5.33%). CaO2 could
382
also affect the relative abundance of other bacteria in the sediment of TZ to a certain
383
extent. The relative abundance of Caldiserica in the sediment of TZ was 2.39%,
384
which was larger than that of CZ (1.55%). Meanwhile, the relative abundances of
385
Actinobacteria, Cyanobacteria, Spirochaetes, and Synergistetes in the sediment of TZ
386
were 1.26%, 0.63%, 1.27%, and 0.38%, respectively, which were lower than those of
387
CZ (2.38%, 1.02%, 2.33%, and 2.05%). Besides those species being found in CZ,
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some unique bacteria, such as Aminicenantes (1.06%), Nitrospirae (1.22%), and
389
Thermodesulfoba (1.11%) were also detected in the sediment of TZ in phylum level.
391
Consequently, CaO2 not only could change the relative abundance of microbial species in the sediment but also could derive a certain number of new bacteria.
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3) Analysis of microorganism community structure in genera level
393
Bacteria having less than 0.3% abundance in genera level, together with
394
undetermined sequence were uniformly named as “Others.” Fig. 6 shows the species
395
abundances of genera level in the sediment of different areas.
396 397 398
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Fig. 6 Relative abundances of genera level in sediment
In this experiment, there are 243 and 258 different microbial species in genera
399
level that were detected in the sediments of CZ and TZ, respectively. The number of
400
microbial genus found in the sediments of CZ and TZ were 21 and 22, respectively, in
401
addition to the bacteria of relative abundance less than 0.3% with undetermined
402
sequence. As shown in Fig. 6, the relative abundance of microbial genus in the 20
ACCEPTED MANUSCRIPT sediments of different zones was relatively different. Among the dominant species
404
(the relative abundance higher than 2.0%) in the sediment of CZ, Petrimonas was
405
ranked first (10.83%), followed by Smithella (9.51%), Syntrophorhabdus (3.09%),
406
Proteus Hauser (2.38%), and Levilinea (2.13%). Correspondingly, Petrimonas was
407
the most dominant species (8.04%) in the sediment of TZ, followed by Smithella
408
(7.28%), Proteus Hauser (6.79%), Planctomyces (2.91%), Desulfomicrobium (2.58%),
409
and Verrucomicrobium (2.36%). Besides the same species composition in the
410
sediments of both zones, the unique bacteria of Enterobacteriaceae (1.89%), Gemella
411
(1.67%), Haemophilus (1.06%), and Streptococcus (1.95%) were detected in the
412
sediment of CZ in genera level, whereas the unique bacteria of Desulfomicrobium
413
(2.58%), Nitrobacter (1.13%), Nitrosomonas (0.52%), Syntrophomonas (1.82%), and
414
Thiobacillus (1.62%) were also found in the sediment of TZ. Meanwhile, the relative
415
abundances of specific or facultative anaerobes in genera level were decreased
416
obviously in the sediment of TZ. For example, the relative abundances of Bellilinea,
417
Caldisericum, Clostridium, Parabacteroides, and Desulfobacterium in the sediment of
418
TZ were 0.77%, 0.54%, 0.66%, 0.42%, and 0.37%, respectively, which were lower
419
than those in the sediment of CZ (1.09%, 1.39%, 1.59%, 1.58%, and 0.96%).
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In summary, CaO2 could obviously reduce the relative abundance of anaerobic
421
bacteria but maybe increase that of aerobic bacteria. CaO2 could also derive some new
422
bacteria which were well adaptive to the environment.
423
4. Discussion
424
4.1 Improving water quality by adding CaO2 to black-odor landscape water 21
ACCEPTED MANUSCRIPT CaO2, an odorless and tasteless alkaline earth metal peroxide, has long
426
persistence and good thermal stability, and is not easily affected by air humidity and
427
CO2 contents. Meanwhile, CaO2 can release oxygen slowly in water, which can
428
improve the hypoxic environment of river and lake theoretically (Chen et al., 2018).
429
According to the stoichiometric ratio, the oxygen release rate of CaO2 is as high as
430
0.222 g-O2 /g-CaO2. CaO2, as one of the common food additives, which is safe to the
431
environment and has a high industrial purity of 60%–80%. (Nelson et al., 2015).
432
Therefore, CaO2 has been widely used for oxygen generation and deodorization in
433
environmental engineering.
434
CaO2 + H2O → 0.5O2↑+ Ca(OH)2
435
CaO2 + 2H2O → H2O2 + Ca(OH)2
436
H2O2 → 2H2O + O2↑
437
CaO2 → 0.5O2↑+ CaO
(4)
438
H2O2 + activator → OH- + HO•
(5)
439
Ca(OH)2 + H2O2 → CaO2 + 2H2O
(6)
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(1) (2) (3)
Formulas (1)–(6) show the reactions between CaO2 and water. Wang et al.
441
demonstrated in their study that CaO2 was slightly soluble in water, where it
442
continued to release O2 and H2O2 in the process of dissolution, and H2O2 was further
443
reacted with active substances to produce O2• and HO• (Wang et al., 2016). Due to the
444
strong oxidizing properties of O2• and HO•, CaO2 could increase the DO
445
concentration and improve the quality of black-odor landscape water and had good
446
removal effects on other contaminants (such as: 2,4-dichlorophenol, arsenic, benzene
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and heavy metals) (Qian et al., 2016; Olyaie et al., 2012; Xue et al., 2016; Chen et al.,
448
2016). The reaction of CaO2 and H2O to produce H2O2 and O2 is accompanied with the
450
formation of Ca(OH)2, which may cause a large increase in pH value of the trial water
451
theoretically. Nevertheless, the mean values of pH in CZ and TZ were 7.19±0.02 and
452
7.26±0.02 (p=0.568) for overlying water; 7.05±0.02 and 7.32±0.03 (p=0) for
453
interstitial water; 6.85±0.03 and 7.23±0.04 (p=0) for sediment (Table A in the
454
supplementary material) in our study. Thus CaO2 had no significant impact on the pH
455
value of the overlying water. Although the interstitial water and sediment in TZ was in
456
a weak-alkaline environment, the pH values were slightly higher than those of CZ.
457
This phenomenon was mainly attributed to the actual river had a strong buffer
458
capacity for the variences of pH caused by CaO2 owing to the existence of sediment
459
and the flowing and open of water area (Nykänen et al., 2012).
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In summary, CaO2 could not only improve the black-odor phenomenon of
461
landscape water but also remove other pollutants effectively from water and
462
sediments. Therefore, CaO2 is a preferred medicament for emergency treatment of
463
black-odor landscape water.
464
4.2 Mechanism of improving water quality in black-odor landscape water by CaO2
465
4.2.1 Effect of CaO2 on basic environment of landscape water and microorganisms in
466
sediment
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As described in Section 4.1, CaO2 could produce O2, H2O2, O2•, and HO• during
468
its dissolution procedure in water, which would effectively increase the DO 23
ACCEPTED MANUSCRIPT concentration of water and the ORP level of sediments. In our experiment, the DO
470
concentrations in the overlying water and the sediment–water interface of TZ were
471
3.78 and 32 times those of CZ, whereas the ORP levels were also significantly
472
elevated (p=0) in the overlying water and the sediments of TZ.
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CaO2 not only could improve the basic environment of the overlying water and
474
sediment but also could influence the microbial community structure of sediment to a
475
certain extent. The high-throughput sequencing results showed that the relative
476
abundances of Bacteroidetes in the sediments of CZ and TZ were 10.31% and 12.80%,
477
respectively. Bacteroidetes, as a common aerobic bacteria, could promote the
478
degradation of organic matter in sediments (Oun et al., 2017). The relative
479
abundances of Firmicutes in the sediments of CZ and TZ were 10.48% and 12.76%,
480
respectively, and its abundance was positively correlated with DO concentration but
481
negatively correlated with N content (Marra et al., 2012). The relative abundances of
482
Proteobacteria in the sediments of CZ and TZ were 31.94% and 27.81%, respectively;
483
the abundance of this common specific or facultative anaerobes in water was
484
negatively correlated with DO concentration (Lim et al., 2018). The relative
485
abundances of Chloroflexi , one of facultative anaerobes, in the sediments of CZ and
486
TZ were 17.26% and 15.33% respectively. Sorokin et al. indicated that Chloroflexi
487
lacked the functions of producing O2 and fixing nitrogen, whereas it could accelerate
488
the hydrolysis process of macromolecular substances in sediments (Sorokin et al.,
489
2012).
490
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Therefore, CaO2 could effectively improve the anoxic condition of landscape 24
ACCEPTED MANUSCRIPT water in summer, reduce the abundance of specific or facultative anaerobes, and
492
increase the relative abundance of aerobic bacteria. Moreover, a certain number of
493
functional bacteria would be generated, which were contributed to the water quality
494
purification of black-odor landscape water.
495
4.2.2 Effect of CaO2 on the concentrations of TCOD and S in water
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Our experiment exhibited that DO concentration of water and ORP level of
497
sediments in TZ were elevated effectively, which could prevent pollutants releasing
498
from sediment. Meanwhile, the TCOD concentrations in the overlying and interstitial
499
waters of TZ reduced obviously and some pollutants are removed from the landscape
500
water, which were due to the enhanced biochemical reaction and oxidation effects of
501
CaO2. The S2− concentrations in the overlying and interstitial waters were decreased
502
obviously, whereas the corresponding SO42− concentrations were increased
503
significantly. Accordingly, the water quality of black-odor landscape water could be
504
improved greatly.
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During the experiment, the mean TCOD concentrations in the overlying and
506
interstitial waters of TZ were 52.98% and 66.05% of those of CZ, which indicated
507
that the addition of CaO2 could effectively reduce the TCOD concentration of
508
landscape water. The relative abundances of Proteus Hauser in the sediments of CZ
509
and TZ were 2.38% and 6.79%, respectively, whereas those of Planctomyces were
510
0.82% and 2.91%. Chen et al. claimed that Proteus Hauser was a common microbial
511
strain in the nitrogen and phosphorus removal system, and it had a good degradation
512
ability to organic matter in sewage wastewater (Chen et al., 2010). Liu et al. indicated
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514
COD in leachate when they were used a two-phase anoxic/aerobic combined
515
membrane bioreactor system to dispose landfill leachate (Liu et al., 2017). Therefore,
516
CaO2 could obviously reduce the concentration of TCOD in the landscape water
517
through increasing the microbial diversity, oxidation reaction and functional bacteria
518
abundance in the sediments of TZ.
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The average S2− concentrations in the overlying and interstitial waters of TZ
520
were 29.63% and 32.79% of those of CZ throughout the test. On the contrary, the
521
corresponding values of SO42− were 2.52 and 2.92 times those of CZ, which was
522
mainly caused by the changes of microbial community structure in the sediments of
523
TZ. In the experiment, the removal rates of S2− and TCOD by adding calcium
524
peroxide were better than that of sediments directly dredging in a typical eutrophic
525
shallow lake (Liu et al., 2015). Caldisericum could reduce sulfate and thiosulfate to
526
H2S under anaerobic or anoxic conditions when it used lactic or propionic acid as an
527
electron donor in the reduction reaction (Shivaji et al., 2011). Smithella could degrade
528
alkanes and had mutual promotion effect on metabolization with methanogenic
529
archaea (Li et al., 2017). Syntrophorhabdus could produce methane, acetic acid, and
530
butyric acid through anaerobic fermentation (Li et al., 2014). In this experiment, the
531
above-mentioned genera were all detected both in the sediments of CZ and TZ.
532
However, the relative abundances of these genera in the sediment of CZ were much
533
higher than those of TZ. Meanwhile, the unique genera of specific or facultative
534
anaerobes, such as Enterobacteriaceae, Gemella, Haemophilus, and Streptococcus,
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26
ACCEPTED MANUSCRIPT were also detected in the sediment of CZ in genera level besides the same
536
composition of species in TZ. These genera, commonly generated during the
537
anaerobic digestion process, could promote the anaerobic fermentation process,
538
thereby increasing the concentrations of S2− in the overlying and interstitial waters of
539
CZ. The unique genera in the sediments of TZ included Desulfomicrobium,
540
Nitrobacter, Nitrosomonas, and Thiobacillus, which could enhance the removal of
541
nitrogen and sulfide in water by promoting nitrification and biodesulfurization (Gu et
542
al., 2018; Han et al., 2017). NO3− could oxidize H2S, sulfide, thiosulfate, and
543
tetrathionate to sulfate but decrease the S2− concentrations in the overlying and
544
interstitial waters of TZ when it acted as an electron acceptor in those reactions.
545
Furthermore, the products (such as O2, H2O2, HO• and O2•) from the reaction of CaO2
546
with H2O could reduce the pollutants concentrations by the oxidation effect.
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Therefore, CaO2 could significantly reduce the concentrations of TCOD and S2−
548
in the overlying and interstitial water but increase the concentrations of SO42−.
549
Accordingly, the black-odor phenomenon of landscape water could be alleviated.
550
4.2.3 Effect of CaO2 on turbidity and transparency of landscape water
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As previously described, CaO2 could effectively inhibit the process of anaerobic
552
hydrolysis, reduce the release of endogenous pollutants from sediments, and improve
553
the quality of black-odor landscape water by improving the basic environment of
554
landscape water and microbial community structure of sediment. Meanwhile, CaO2
555
could produce O2• and HO• during its dissolution procedure in the water, which had
556
strong oxidizing and bleaching properties for oxidizing Fe2+ and Mn2+ to a high
557
valence. Then, the high-valence metal ions could produce colloid with OH−, thereby 27
ACCEPTED MANUSCRIPT decolorizing in the black-odor landscape water. Moreover, CaO2 could promote the
559
function of microorganism to assimilate and degrade pollutants in water body and
560
enhance the effect of strong oxidative free radicals on decolorization and
561
deodorization. As a result, the turbidity of landscape water could be decreased,
562
whereas the transparency could be increased. The average values of turbidity in the
563
overlying water of TZ was significantly lower than those of CZ (p=0), whereas those
564
of transparency were obviously higher than those of CZ. During the entire experiment,
565
the mean value of turbidity in the overlying water of TZ was 39.46% of that of CZ,
566
whereas the mean value of transparency in the overlying water of TZ was 2.07 times
567
that of CZ. The comprehensive purification effect of black-odor water by adding
568
CaO2 was superior to using chitosan-modified clays (Huang et al., 2015).
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In summary, the addition of CaO2 could effectively inhibit the release of
570
pollutants from sediment and hinder anaerobic hydrolysis by improving the anoxic
571
condition of landscape water and the microbial community structure in sediment.
572
Simultaneously, CaO2 could obviously decrease the TCOD concentration, S2−
573
concentration, and turbidity in the overlying and interstitial waters. On the contrary,
574
CaO2 could increase the transparency and restore the ornamental value of the
575
black-odor landscape water.
576
5. Conclusions
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In the field experiment, the purification effect of CaO2 on black-odor landscape
578
water was systematically studied, and the purification mechanism was explored. The
579
main conclusions were obtained as follows:
580
1) CaO2 could effectively alleviate the black-odor phenomenon of landscape
581
water by improving the anoxic condition of water body. Meanwhile, its attributes of 28
ACCEPTED MANUSCRIPT 582
releasing oxygen slowly provides a time effect of CaO2 on the treatment of black-odor
583
landscape water, and the DO concentration in the overlying water of TZ was
584
maintained at a high level (DO > 3 mg L-1) in the entire experiment of 2 months. 2) CaO2 could increase the diversity of the microbial flora in sediments, reduce
586
the relative abundance of the specific or facultative anaerobes in sediments, and
587
derive some aerobic and functional bacteria, such as Nitrobacter, Nitrosomonas,
588
Desulfomicrobium, and Thiobacillus.
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3) CaO2 could obviously reduce the concentrations of TCOD and S2− in the
590
overlying and interstitial waters of landscape water but increase those of SO42−. Thus,
591
the average concentrations of TCOD in the overlying and interstitial waters of TZ
592
were 52.98% and 66.05% of those of CZ. The average concentrations of S2− were
593
29.63% and 32.79%, which were 2.52 and 2.92 times those of SO42−. As a result, the
594
formation of odorant substances and black matters were inhibited effectively.
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4) CaO2 could effectively improve the basic environment of landscape water,
596
inhibit the release of pollutants from sediment, and promote microbial assimilation
597
and degradation rate to pollutants. Consequently, the turbidity in the overlying water
598
could be decreased, whereas the transparency could be increased.
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In summary, CaO2 could effectively alleviate the black-odor phenomenon and
600
excellently restore the ornamental value of landscape water. Thus, for practical
601
applications, addition of CaO2 to the black-odor landscape water has a positive effect
602
on water ecological environment and opens new avenues for the use of CaO2 in the
603
future. 29
ACCEPTED MANUSCRIPT 604 605
Acknowledgments This work was funded by the National Natural Science Foundation of China
607
(Project No. 21677115) and the Shaanxi Provincial Natural Science Foundation
608
Research Key Project (Project No. 2016JZ019).
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HIGHLIGHTS: : ·Effect of CaO2 on black-odor landscape water was firstly studied in a field test. ·CaO2 could elevate DO and ORP, thereby effectively improved the anoxic environment.
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·CaO2 could derive some functional species such as Nitrobacter and Thiobacillus. ·CaO2 reduced pollutants concentrations by enhancing biological action in sediment.
·CaO2 reduced turbidity 60.54%, TCOD 47.02% and S2− 70.37% in the overlying
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water.