Topic Editors

1. State Key Laboratory of Pollution Control and Resource Reuse, School of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China
2. Shanghai Institute of Pollution Control and Ecological Security, Shanghai, China
1. State Key Laboratory of Pollution Control and Resource Reuse, School of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China
2. Shanghai Institute of Pollution Control and Ecological Security, Shanghai, China
1. State Key Laboratory of Pollution Control and Resource Reuse, School of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China
2. Shanghai Institute of Pollution Control and Ecological Security, Shanghai, China

Technologies for Wastewater and Sludge Treatment

Abstract submission deadline
31 January 2024
Manuscript submission deadline
31 March 2024
Viewed by
3289

Topic Information

Dear Colleagues,

Wastewater and sludge treatment are closely related to the water environment and human health, which is reflected in the extensive, global body of research on them. The efficient removal of various pollutants in wastewater and sludge is the first step to reducing their harml and achieving sanitation. In recent years, the technical goal has gradually shifted from single-pollutant removal to the simultaneous recycling and utilization of resources.

This Special Issue aims to collect contributions on the most recent advances in the field of wastewater and sludge treatment. The topics of interest include wastewater treatment, including the removal of conventional (N, P, heavy metals, etc.) and emerging pollutants; nutrient recovery; sludge pollutant removal and energy recovery; sludge reduction; and harmless technologies such as dewatering, anaerobic digestion, aerobic composting, pyrolysis, etc.

It is my pleasure to invite you to submit a manuscript for this Special Issue. Full papers, communications, and reviews are all welcome.

Prof. Dr. Bin Dong
Dr. Sisi Chen
Dr. Nan Lv
Topic Editors

Keywords

  • wastewater treatment
  • sludge disposal
  • emerging pollutants removal
  • heavy metals
  • energy and resources recovery

Participating Journals

Journal Name Impact Factor CiteScore Launched Year First Decision (median) APC
Materials
materials
3.4 5.2 2008 14.7 Days CHF 2600 Submit
Membranes
membranes
4.2 4.4 2011 13.6 Days CHF 2700 Submit
Molecules
molecules
4.6 6.7 1996 13.6 Days CHF 2700 Submit
Processes
processes
3.5 4.7 2013 13.9 Days CHF 2400 Submit
Water
water
3.4 5.5 2009 16.6 Days CHF 2600 Submit

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Published Papers (3 papers)

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19 pages, 2222 KiB  
Article
Iron and Hydrogen Peroxidation-Induced Post-Treatment Improvement of Municipal Mesophilic Digestate in an Alkaline Environment and Its Impact on Biosolids Quality
Processes 2023, 11(9), 2752; https://doi.org/10.3390/pr11092752 - 14 Sep 2023
Viewed by 488
Abstract
Challenges associated with mesophilic digestate (MD) involve volume, odor, and pathogens, which effective post-digestion treatments can address. The efficiency of MD post-treatment can be enhanced by conditioning with ferric chloride (FeCl3), hydrogen peroxide (H2O2), and polymer. This [...] Read more.
Challenges associated with mesophilic digestate (MD) involve volume, odor, and pathogens, which effective post-digestion treatments can address. The efficiency of MD post-treatment can be enhanced by conditioning with ferric chloride (FeCl3), hydrogen peroxide (H2O2), and polymer. This study aimed to observe the effect of combined chemical conditioning on volume reduction, phosphorus (P) release, odor, and pathogen reduction potential for MD. MD was conditioned with polymer only, polymer and FeCl3 at pH adjusted to 8.0 with lime (Ca(OH)2), and a blend of polymer, FeCl3, and hydrogen peroxide (H2O2) at pH 8.0. The results show that adding all three chemicals improved post-treatment efficiency at 2.1 kg/t DS FeCl3, 2.1 kg/t DS polymer, and 600 mg/L H2O2 at pH 8.0, compared with polymer or dual conditioning. At the combined dose, cake solid content, centrate P removal, and odor reduction capability improved compared with raw MD by 20%, 99%, and 66%, respectively. Combined chemical treatment reduced fecal coliform by 98% but does not fulfil class A requirements and showed 50% regrowth potential. The synergic effect of polymer, FeCl3, H2O2, and alkaline pH breakdown EPS, reduced water holding capacity and formed compacted flocs for better water removal and settling. This combination also precipitated P through FeCl3 while H2O2 oxidation curbs odor, enhancing further P removal from centrate. Full article
(This article belongs to the Topic Technologies for Wastewater and Sludge Treatment)
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13 pages, 1836 KiB  
Article
A Fundamental Study on the Extraction of Particulate Organic Carbon from Municipal Wastewater Treatment Plants
Water 2023, 15(10), 1861; https://doi.org/10.3390/w15101861 - 14 May 2023
Cited by 2 | Viewed by 1084
Abstract
In line with the strategy of transforming existing municipal wastewater treatment plants (WWTP) from disposal facilities into systems for using domestic wastewater (WW) as a source of energy and raw materials, a concept consisting of chemical, physical, and biological steps has been set [...] Read more.
In line with the strategy of transforming existing municipal wastewater treatment plants (WWTP) from disposal facilities into systems for using domestic wastewater (WW) as a source of energy and raw materials, a concept consisting of chemical, physical, and biological steps has been set up as a pilot project in WWTP Büsnau, Stuttgart, Germany. The key part of the entire process is based on the use of advanced microsieving (MS) to eliminate remaining particulate organic carbon (POC) (mg/L) from the effluent of the primary sedimentation tank (PST). Therefore, in the primary stages of this project, it was necessary to have a broad vision and a true understanding of the particle size distribution (PSD) of municipal WW. As a novel approach, in the present study, the conventional PSD method was optimized by implementing certain modifications, and the tests were conducted in situ. The modified PSD analyses facilitated in-depth investigations of solid–liquid separation at WWTPs and showed that drying samples in the oven can result in a 20% to 30% deviation in the POC (mg/L) removal results. In addition, the idea of the substitution of PSTs with an MS was supported by the results of this study. It was determined that an MS with a pore size of 45 µm to 63 µm can provide the same elimination efficiency as a PST. Another significant outcome of this study was the introduction of suitable mesh sizes for the MS which were coupled with PST in order to extract the maximum amount of POC (mg/L) from the municipal WWTPs without the addition of any chemicals. The results revealed that up to 90% of the TSS (mg/L) and 70% of the COD (mg/L) can be removed if an MS with a mesh size between 4 µm and 20 µm is coupled with a PST. Full article
(This article belongs to the Topic Technologies for Wastewater and Sludge Treatment)
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12 pages, 2834 KiB  
Article
Nano-Zero-Valent Zinc-Modified Municipal Sludge Biochar for Phosphorus Removal
Molecules 2023, 28(7), 3231; https://doi.org/10.3390/molecules28073231 - 04 Apr 2023
Cited by 1 | Viewed by 1204
Abstract
Municipal sludge biochar (MSBC) can be used to absorb phosphorus in water for waste treatment. Nano-zero-valent zinc (nZVZ) was uniformly attached to MSBC to obtain a highly efficient phosphorus-absorbing composite material, nZVZ–MSBC. Characterization by FTIR, XPS, XRD, and BET showed that nZVZ was [...] Read more.
Municipal sludge biochar (MSBC) can be used to absorb phosphorus in water for waste treatment. Nano-zero-valent zinc (nZVZ) was uniformly attached to MSBC to obtain a highly efficient phosphorus-absorbing composite material, nZVZ–MSBC. Characterization by FTIR, XPS, XRD, and BET showed that nZVZ was uniformly dispersed on the surface of the MSBC. Zinc loading was able to greatly improve the adsorption performance of MSBC for phosphorus. Adsorption experiments illustrated that the adsorption process conformed to the Langmuir model, and the maximum adsorption amount was 186.5 mg/g, which is much higher than that for other municipal sludge biochars. The adsorption process reached 80% of the maximum adsorption capacity at 90 min, and this gradually stabilized after 240 min; adsorption equilibrium was reached within 24 h. The optimum pH for adsorption was 5. The main adsorption mechanism was chemical adsorption, but physical adsorption, external diffusion, internal diffusion, and surface adsorption also played roles. The potential for application as an efficient adsorbent of phosphorus from water was confirmed. In addition, a novel strategy for municipal sludge disposal and resource utilization is provided. Full article
(This article belongs to the Topic Technologies for Wastewater and Sludge Treatment)
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