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This study investigates the occurrence and characterization of microplastic (MP) in sewage sludge from 3 different cities along the Ganga River, India and their toxic impact while applying sludge for crop production. MP occurred in the ranges of 29.2–60.8 × 103 particles kg−1 with an abundance of 1–5 mm (11.12%), <1 mm–100 μm (32.65%), and 20–100 μm (56.23%) size particles. ATR-FTIR analysis suggested polypropylene, polyethylene, nylon, and polycarbonate as sludge's most common MP polymer. In lab scale trials, sludge MP showed significant toxicity in Vigna radiata and reduced vegetative growth and plant weight was recorded with sludge-inoculated setups. Seedlings with sludge exhibited higher activities of catalase, superoxide dismutase, hydrogen peroxide (H 2 O 2), and malondialdehyde than the control setups. Furthermore, fluorescence microscopy confirmed the MP bioaccumulation in tested seedlings. In summary, our results suggested that wastewater treatment plants (WWTPs) sink large volumes of MP in sewage sludge, which could be hazardous while applying such biosolids for crop production. MP seasonal dynamics in local WWTPs and their role in the mobilization of other toxicant chemicals could be investigated in future studies in this series. [Display omitted] • MP load in sewage sludge ranged between 29.2 and 60.8 × 103 particles/kg. • MP-sized 20–100 μm were higher in sludge. • The plant grown in sludge showed low growth but high oxidative stress. • Fluorescence microscopy confirms the MP accumulation in seedling roots. [ABSTRACT FROM AUTHOR]

The use of sewage sludge in agriculture is known to be environmentally friendly as it is a practical way of recycling municipal waste. A short-term experiment was carried out to study the changes in soil chemical and microbiological properties influenced through the addition of sewage sludge along with saline irrigation under a pearl millet-wheat crop rotation. There were three irrigation (canal water (0.35 dS m-1), 8 and 10 dS m-1 electrical conductivity saline water) and five fertilizer treatments (control-F1, sewage sludge (5 t ha-1)-F2, sewage sludge (5 t ha-1) +50% recommended dose of fertilizer (RDF)-F3, sewage sludge (5 t ha-1)+75% RDF-F4 and RDF-F5). The results showed that soil organic carbon, and available nitrogen, and phosphorus were reduced significantly under saline conditions but there was an increase in available potassium with the increasing salinity levels of the irrigation water. A significant reduction in soil microbial biomass carbon and enzyme activities was caused by 8 and 10 dS m-1 as compared to 0.35 dS m-1 at different growth stages of crops. Treatment F4 attained the highest soil microbial activity at each crop growth stage by a significant margin among all of the fertilizer treatments, which is associated with a substantial build-up of organic carbon and available NPK in the soil. Soil microbial activities followed a particular trend: at 35 and 75 days after sowing>harvest>sowing in pearl millet and wheat, respectively. Sewage sludge dumping is a major problem in India, and the present study suggests that by applying sewage sludge, soil biological health is improved; therefore its use in agriculture is recommended to farmers. [ABSTRACT FROM AUTHOR]

Field experiments were conducted for 2 years in sandy loam soil, to study the direct effect of organic manures i.e. sewage sludge (SS), vermicompost (VC) and sesbania (SB) and chemical fertilizers on rice (Oryza sativa) and their residual effect on wheat (Triticum aestivum) grown in sequence in winter (Rabi) and summer (Kharif) season during 2015–2016 to 2016–2017 at Varanasi, Uttar Pradesh. Residual effect of organic sources of nutrients as SS, VC and SB were monitored up to fourth crop (II wheat) in sequence applied in conjunction with 75% recommended dose of fertilize (RDF). Among the nutrient sources, the maximum grain yield in I rice (4.89 t ha−1), II rice (4.95 t ha−1), was recorded in treatment T3 (100% RDF with S, Zn, B) whereas in I wheat (4.68 t ha−1) and II wheat (4.59 t ha−1), it was recorded in T4 (customized fertilizer). The maximum straw yield during all four crops was recorded in T3 (100% RDF with S, Zn, B) in rice and T4 (customized fertilizer) in wheat crop, which showed 25, 32, 23 and 28% increase over 100% RDF (T2). Application of 100% RDF along with S, Zn, B and customized fertilizer increased the total uptake of N, P, K, S and B and also in net returns and B:C ratio followed by organic treatments. [ABSTRACT FROM AUTHOR]

Sewage treatment plants (STPs) as a carrier of microplastics (MPs) have received considerable attention worldwide recently. In India, the majority of studies on MPs have been conducted in sediments, riverine, and marine systems, while knowledge on MPs occurrence in STPs is scarce. Henceforth, this work evaluated the presence of MPs in sewage and sludge in a hybrid growth, secondary treatment-based STP system. Optical microscopy, scanning electron microscopy (SEM), and Fourier-transform infrared (FTIR) spectroscopy methods were used to examine the abundance of MPs in raw sewage, effluent from different treatment units of the STP, and sludge samples. A total number of MPs of 201 ± 19 (2021) and 197 ± 22 (2022) were detected in the studied STP system. Results showed that MPs ranged between 64.3 ± 4.89–47.66 ± 4.71 n/L (sewage) and 1.14 ± 0.30–1.38 ± 0.65 n/g (sludge) with the overall removal efficacy of the studied STP estimated to be around 80%. Fragments and fibers were predominant among all shapes and particles mostly belonged to sizes <50 μm and <50 μm–250 μm in sewage and sludge, respectively. In total, seven polymers were identified of which low-density polyethylene (LDPE) constituted the highest proportion in sewage (26%–31%) and polyvinyl chloride (PVC) contributed the highest in the sludge (22%–27%). Moreover, MPs control measures have been discussed based on the findings of this study to restrict MPs re-entry into the environment via treated effluent and sludge. [Display omitted] • First study on MPs occurrence and removal in a hybrid growth MBBR-based STP. • Around 80% MPs were removed via the primary and secondary treatment stages in the STP. • LDPE (in sewage) and PVC (in sludge) were the most prevalent polymers. • Small-sized MPs (<250 μm) like fragments and fibers were predominant shapes. • Advanced treatment options for MPs removal from secondary-treated effluent discussed. [ABSTRACT FROM AUTHOR]

Flue gas desulfurization-derived wastewater sludge (FGD-WWS) has been produced increasingly in China and India etc., and its content of heavy metals (HMs) including Cd, Cr, Cu, Hg, Ni and Zn seriously exceeds the limits allowed. Developing the suitable disposal of FGD-WWS is therefore significantly important and necessary. The novel process of electrokinetic treatment combined with chemical pretreatment of HMs in FGD-WWS were proposed here to improve the removal efficiency. Results indicate that the effects of different pretreatment agents (citric acid (CA), ammonia, tetrasodium of N, N-bis (carboxymethyl) glutamic acid (GLDA), and rhamnolipid) on the ET of HMs were different. To investigate the mechanism of combined process, the transformation potential (TP), exchange potential (EP) and removal potential (RP) were calculated. Correlation analysis shows the correlation between TP and RP was higher than that between EP and RP, indicating that the removal efficiency is mainly affected by the fraction transformation of HMs. Electric field, pH and pretreatment agents are main factors causing fraction transformation and affecting TP. Focusing on fraction transformation is an efficient way to improve further the removal efficiency. The work is promisingly valuable for developing the technology of treating FGD-WWS. [Display omitted] • The electrokinetic treatment and chemical pretreatment improve removal efficiency. • Chemical pretreatment with different agent has totally different effect. • The removal efficiency is mainly affected by the fraction transformation. • Adding different pretreating agents facilitate the fraction transformation. [ABSTRACT FROM AUTHOR]

Sewage sludge, generated post wastewater treatment, constitutes only a small percentage of the total amount of sewage treated, however, its sustainable management is inevitable. In this study, the energy recovery potential of sewage sludge by incineration and anaerobic digestion is investigated for India. The dewatered sludge has total solid content of 25–45% whereas, the primary characteristics of sewage sludge showed significant organic content of about ∼23–40% (dry basis). The calorific value was found to be 8–21 MJ/kg for sludge dry matter. The energy recovery potential of sewage sludge was 555–1068 kWh/tonne on sludge dry matter basis for incineration and 315–608 kWh/tonne for anaerobic digestion. Additionally, the energy recovery potential of current sewage treatment in India was found to be ∼15.3 × 105 or 8.6 × 105 MWh, annually for incineration and anaerobic digestion, respectively. The study had provided in depth view of sludge to be considered as energetic material and its energy recovery potential countrywide, which would not only help for give a proper direction for recovering energy but also helpful to deal with the issue of sludge management in India. Image 1 • Sludge generated from sewage treatment plants was explored for energy alternatives. • The sewage sludge contains high heating value, organic matter and volatile matter etc. • Energy recovery potential of sewage sludge produced in India was estimated. • The energy recovery from sewage sludge could reduce energy demands and reduce land requirement for its disposal as well. [ABSTRACT FROM AUTHOR]

Sewage sludge (SS) management has been regarded as a serious environmental and health issue around the globe, especially in developing countries like India, mainly due to the lack of proper regulatory criteria, and appropriate engineering infrastructures. The present research work demonstrates the utilization of Fly Ash (FA) in varying percentages (with an interval of 10%) with SS as brick for sustainable building material with special emphasis on dimensional Effect. The impact of dimensional effect is measured using compressive strength behaviour for a stress rate of 14 MPa/min of two different sizes of brick i.e. D1 and D2 of sizes 7 × 7x7 cm3 and 2 × 2x2 cm3, respectively. Owing to the sintering effect, the maximum strengths of 4.02 MPa and 7.6 MPa are noticed for a composition of 60% SS+40% FA for D1 and 40% SS + 60% FA for D2, respectively. According to the Indian Standards (IS) 13757: 1993, an exhibited strength of more than 3.5 MPa by any brick composition enables it to be used as a common building brick. In general, due to the formation of triangular wedges, the D2 bricks exhibited better strength for any mixing ratio of FA and SS. The added benefit in our study was lower thermal conductivity (0.48 Wm−1K−1) of the prepared fired brick implying its better insulation property. Our study uniquely highlights the possible utilization of FA for stabilizing SS for sustainable substitution of natural clay fired brick. Future study may further investigate the compositional effect of FA on the thermal and thermodynamic attributes of the bricks. Image 1 • Pioneer study on bricks that visualizes dimensional effect along with mechanical properties. • 40–60% fly ash with sewage sludge satisfies Indian codal provisions as construction material. • Thermal conductivity of synthesized brick is lower than conventional fired clay bricks. • Dimensional effect significantly influences the compressive strength behaviour. [ABSTRACT FROM AUTHOR]

• Biochar was an optimal carrier for Cajanus cajan inoculants based on Bradyrhizobium strains. • Neither the carrier nor the bradyrhizobia strain influenced the nodule occupancy. • Nodule occupancy by the inoculated strain depended solely on the level of resident nodulating bacteria. • Inoculation was effective for agroecosystems in soils with 103 or less resident nodulating bacteria per g soil. Pigeonpea (Cajanus cajan) originated in India and is now a major source of protein in countries in tropical and subtropical regions worldwide. However, little is known about the effect on crop yields of inoculation with appropriate rhizobia strains. The objective of this study was to explore the possibility of improving pigeonpea yields in the Caribbean region, by inoculating with selected N-fixing symbionts. To achieve the study objective, we selected three elite strains of the genus Bradyrhizobium isolated from root nodules of pigeonpea in the Dominican Republic, we formulated them using innovative carriers, and finally we tested the formulated inoculant on eight farms located in the Dominican Republic. Three different carriers (sewage sludge, pine bark biochar and poultry litter) plus perlite as control were tested for the formulation. The first step was to test bacterial survival in the different carriers at different times up to one year (shelf-life). Pine bark biochar and the control resulted in the best shelf-life and were selected for the field experiment. The experimental design comprised two pigeonpea cultivars and five fertilisation strategies: Inoculation with three Bradyrhizobium strains without nitrogen (N) fertilisation, plus two non-inoculated controls one of them fertilised with 125 and 210 kg N ha−1 in non-irrigated and irrigated fields respectively. Nodule occupancy by the inoculated bacterial strain depended solely on the level of soil native nodulating bacteria and not on the bacterial strain or the carrier. Inoculation produced, on average, a significant yield increase compared to the non-inoculated non -N- fertilised control. Furthermore, the yield with the inoculated treatments did not significantly differ from the yield of the N-fertilised control. However, either inoculation or N-fertilisation were ineffective in two out of the eight fields with more than 104 nodulating bacteria g soil−1, compared to the non-inoculated non-N-fertilised control. Yield was neither significantly affected by the bacterial strain nor by the cultivar-strain interaction, and therefore, the two cultivars can be considered promiscuous. Neither carrier had a significant effect on yield. Thus, inoculants based on strains of Bradyrhizobia isolated from the root nodules of pigeonpea, formulated with pine bark biochar or perlite as carrier, are recommended as a good strategy to ensure food security in tropical agroecosystems with pigeonpea. [ABSTRACT FROM AUTHOR]

The notion of the infrastructure gap is widely articulated in development studies to denote lacunae and areas of need in infrastructure functioning and connectivity across regions and nations. Sanitation infrastructure is one of the clearest areas in which to examine this gap. To close the gap, government and multilateral agencies are espousing citywide inclusive sanitation. This means comprehensive sanitation services for all through a combination of centralized and decentralized projects and a variety of techniques and services. However, this diversity of projects, techniques, and services will create additional challenges for infrastructure connectivity and functionality that need to be addressed through empirical research. We explore the gaps in wastewater and fecal sludge management infrastructure in India by approaching the problem from the activities and perspectives of three nonstate leaders and their associates. We argue that the notion of infrastructure disarray is an appropriate orienting idea as it points to an emerging field of experimentation and innovative activity while also showing how conditions of dysfunction and disconnection are sustained and reproduced. Taking disarray as a condition of infrastructure confusion among overlapping and disconnected segments of the sewage services chain, the cases show how nonstate actors and their communities are confronting disarray, reproducing these conditions of disarray, or grappling with ways to overcome this disarray. This article is categorized under:Engineering Water > Sustainable Engineering of WaterEngineering Water > Planning WaterHuman Water > Water Governance The Nagwa drain in Varanasi where Dr. Mishra carried out his flow measurements.This paper argues that infrastructure disarray rather than infrastructure gap is a more useful notion for framing the challenges and conditions of wastewater management in India today. Taking disarray as a condition of infrastructure confusion among overlapping and disconnected segments of the sewage services chain, the cases show how nonstate actors and their communities are confronting disarray, reproducing these conditions of disarray, or grappling with ways to overcome this disarray. [ABSTRACT FROM AUTHOR]