Introduction

Municipal solid waste (MSW), commonly known as trash or garbage, is defined as any waste generated by household, commercial and/or institutional activities. These municipal wastes are generally considered to be non-toxic and non-hazardous. There has been a significant increase in the generation of MSWs in India, as is the case around the world, over the last few decades as a result of rapid urbanization and rapid population growth (Diaz et al. 1993). It is known that high population density areas such as educational institutions, shopping malls and hospitals generate high volumes of MSW, which include a mixture of vegetable wastes in cooked and uncooked stages, leftovers, packaging materials, papers, plastics, rags, glass and other fabrics, dust, ash and a variety of combustible and non-combustible matter (Elwell et al. 1996). The current study was conducted in an educational institution with student strength of over 6000 in Anna University, Chennai, India. Canteens and hostels in the university generate vegetable and food wastes of approximately 350 kg/day. Apart from this, paper wastes and hardboards of 8000 kg/month are also generated. These wastes are disposed along with other MSW, leading to not only pollution, odour generation, vector menace but also loss of valuable resources that could be recovered and reused. The efficient recovery of resources depends on source separation of organic, biodegradable waste and non-degradable waste. Nowadays, educational institutions, as is the case with many other places, focus on minimizing the amount of waste generated while maximizing the extraction of value-added products from these wastes. The waste management hierarchy suggests resource recovery before waste disposal and an environmentally friendly one would be to reduce waste generation followed by reuse and composting rather than incineration or landfill (Giusti 2009).

Incineration of waste is a thermal process, which converts the waste materials into heat, gas, steam, and ash. However, due to the low calorific value of institutional generated waste, this process will not be efficient and cannot be exploited to recover energy completely from these wastes (Rand et al. 2000). Moreover, the incineration plants are not without their concerns, as they also lead to air pollution if not managed properly to reduce the polluting gases in the effluent. This could escalate the cost of the process and therefore may not be economically viable in developing countries. Composting involves the accelerated degradation of organic matter by microorganisms under controlled conditions (aeration, temperature and humidity), in which the organic material undergoes a characteristic thermophilic stage that allows sanitization of the waste by the elimination of pathogenic microorganisms (Lung et al. 2001).

There are various methods of composting from simple windrows to complex in-vessel composting (Misra and Roy 2003). In-vessel composting requires less space for operation than traditional outdoor windrow/pile composting methods. Further, In-vessel composting is not disrupted by weather changes. The final product compost could be used as soil conditioner and has the ability to increase soil porosity, structural stability, available water content and also reduces erosion (Sartori et al. 1985; Guidi et al. 1988; He et al. 1992; Hargreaves et al.2008; Diacono and Montemurro 2010). The process of composting and the quality of the final product is affected by several factors, including temperature, aeration, moisture content, etc., as well as substrate nature, especially C/N ratio, particle size and nutrient content (Diaz et al. 2002; Jiang et al. 2011).

As the nature of waste generated from this place, mainly the food waste, paper waste and the yard waste is not expected to change with time and can be considered as representative sampling and its composting process analysis could be extended to similar situations elsewhere. The need for on-site rapid composting to reduce the space requirements demands that a controlled composting process is applied. In-vessel composting makes use of controlled conditions to augment the aerobic degradation process (American Planning Association, 2006; Renkow and Rubin 1998). In-vessel composters of various levels of sophistication are available based on proprietary technology. The current study aimed at the ascertaining the feasibility of subjecting yard waste generated in the campus to in-vessel composting and evaluate the effect of additives (food wastes and paper waste) in co-composting. The physiochemical and microbiological characterisation of the compost was done to evaluate its quality. The effect of changing various process parameters such as organic matter, temperature, moisture, pH, electrical conductivity during the aerobic composting of institutional wastes, were used to develop kinetic models that could explain the composting rate.

Materials and methods

Compost preparation

Feedstock was collected from the different campuses of Anna University such as College of Engineering, Guindy, Chennai, India; Alagappa College of Technology, Chennai, India, and School of Architecture and Planning, Chennai, India. Sample collection included (1) yard wastes (dried fall leaves, grass clippings and wooden debris), (2) canteen wastes (fruit wastes, spent coffee grounds, spent tea leaves, vegetable waste) and (3) paper wastes. Three kg of feedstock in various combinations as described below was added into the composters (perforated cylindrical composter of 25 cm diameter and 80 cm height, made of plastic) daily for a period of 5 days. The process was carried out in three replicates in parallel. The experiments were carried out during the months of December 2011 to March 2012. The feedstock combinations were:

  • Yard wastes (dried fall leaves: grass clippings: wooden debris, 1:1:1), (CY).

  • Yard wastes + vegetable waste (2:1), (CYV).

  • Yard wastes + fruit wastes (2:1), (CYF).

  • Yard wastes + spent coffee grounds (2:1), (CYCo).

  • Yard wastes + spent tea leaves (2:1), (CYT).

  • Yard wastes + paper waste (2:1), (CYP).

The composts were manually turned over twice a week throughout the composting period of 3 months to control the temperature rise and provide proper aeration. The compost temperature was monitored at different compost depths using glass thermometers. Adequate moisture level was maintained by sprinkling water over the compost. The moisture level was maintained using the squeeze test (Solvita 2009).

Physicochemical analysis

The chemical compositions of various raw materials used for the composting are given in Table 1. The pH and electrical conductivity were determined in compost-water extracts (1:10 w/v) (Rhoades 1982). Moisture content (MC) was determined as weight loss upon drying at 105 °C in an oven for 24 h. The Volatile solids (VS) were obtained by igniting the dried samples at 500 °C for 20 min [American Public Health Association (APHA) Standard Methods, 1992]. Total organic carbon (TOC) of compost was determined by Walkley–Black method (Nelson and Sommers 1982). Total-N was determined by the Kjeldahl method following digestion in salicylic acid with metal catalysts (Mulvaney 1996).

Table 1 Physicochemical characteristics of compost feedstocks

Phosphorus was analyzed by ammonium molybdate–ascorbic acid after acidification of the extracts with 4.5 M H2SO4 as described by Murphy and Riley (1962) and Joergensen and Mueller (1996). The heavy metal content in the composts was determined after being digested in a solution of HNO3/HCl, 1:3 (v/v) by Atomic Absorption Spectroscopy (AAS).

Compost analysis

The maturity and stability of the compost generated was analysed by germination index and CO2 evolution index, respectively. The germination index (GI) was calculated using seeds of Cucumber Himangi (Zucconi et al. 1981). The filter paper placed on glass Petri dishes with six seeds of cucumber was wetted with 10 ml of a compost-water extract (1:10 v/v).The Petri dishes were sealed to minimize the water loss and kept in the dark at room temperature. At the end of 5 days, the percentage of seed germination in the compost extract was compared with that of water-control.

The stability index was evaluated according to the CO2 evolution rate (Q), in mg CO2 g−1 compost day−1. The compost is considered as being very stable (Q < 2); stable (Q < 4); or unstable (Q > 4) (United States Department of Agriculture and the United States Composting Council-Test Methods for Examination of Composting and Compost 2001). The moisture of the samples was adjusted to 70–85 % and the samples were pre-incubated at room temperature for 24 h. 5 g of the pre-incubated sample were transferred into an incubation vessel containing 20 ml of 1 M NaOH. The vessel was sealed and kept at 37 °C for 4 days. The amount of CO2 absorbed by NaOH was determined by back titration of the residual NaOH with 1 N HCl using phenolphthalein as the indicator.

Total viable count (TVC) of bacteria in the compost was determined by plating diluted (1:10 dilution) suspension on nutrient agar, incubated at 32 °C and colonies counted. The analysis was done in triplicate.

Kinetic models of composting

The degradation of organic matter as a function of time follows first-order kinetics (Haung 1993; Hamoda et al. 1998; USEPA 2000).

$${\text{d}}\frac{(OM)}{{{\text{d}}t}} = - k_{t} {\text{d}}t$$

where OM is the amount of biodegradable volatile solids at ‘t’ during the composting process and k t is the decomposition rate constant. In this study eight models were used to predict the decomposition rate constant. Two statistical parameters, namely reduced Chi-square value (χ 2) and Root Mean Square value (RMSE) were used to evaluate the goodness of fit of the developed models. Reduced Chi-square is the mean square of the deviations between the experimental and calculated values for the models and is used to determine the goodness of the fit. The lower the values of the χ 2, the better the goodness of the fit (Pangavhane et al. 1999). The RMSE gives the deviation between the predicted and experimental values and it tends to zero for ideal models. The modelling efficiency (EF) also shows the ability of the model to describe data and its highest value is 1 (Yaldiz et al. 2001). A high value of EF and a low value of RMSE are chosen as the criteria for goodness of fit.

$${\text{RMSE}} = \sqrt {\frac{{\sum\nolimits_{i = 1}^{n} {\left( {k_{{{\text{pre}},i}} - k_{{{ \exp },i}} } \right)^{2} } }}{N}}$$

where k exp is the experimental decomposition rate, k exp,mean the mean value of experimental decomposition rate, k pre the predicted experimental decomposition rate

$$\begin{aligned}& \chi^{2} = \frac{{\sum\nolimits_{i = 1}^{N} {\left( {k_{{{ \exp },i}} - k_{{{\text{pre}},i}} } \right)^{2} } }}{N - n} \hfill \\ &{\text{EF}} = \frac{{\sum\nolimits_{i = 1}^{n} {\left( {k_{{{ \exp },i}} - k_{{{ \exp },{\text{mean}}}} } \right)^{2} } - \sum\nolimits_{i = 1}^{n} {\left( {k_{{{\text{pre}},i}} - k_{{{ \exp },i}} } \right)^{2} } }}{{\sum\nolimits_{i = 1}^{n} {\left( {k_{{{ \exp },i}} - k_{{{ \exp },{\text{mean}},i}} } \right)^{2} } }} \hfill \\ \end{aligned}$$

where ‘N’ corresponds to the number of observations and ‘n’ refers to the number of constants in the model.

Results and discussion

Physicochemical analysis

Composting and co-composting of yard waste with canteen and paper wastes generated in the institution were carried out under aerobic conditions and six different composts were produced. The physicochemical characteristics of feedstocks are presented in Table 1. At the end of the composting process the pH of the composted mass increased. The shift in pH towards neutral during the composting process (Table 2) favours the growth of aerobic bacteria and it drives the composting process (Agendia et al. 1997). The increase in pH values was completely attributed to the production of ammonia, presumably from protein degradation in wastes (Haug 1993). The changes in temperature during the composting process were measured at regular intervals of 24 h and varied as shown in Fig. 1. Temperature evolution reflects the microbial activity during composting and it is a good indicator of the process performance. Three temperature phases were observed: (1) an initial mesophilic phase (25–40 °C) and (2) a thermophilic phase (>40 °C) which lasted for 2–5 weeks and (3) a final mesophilic phase, that is the maturity (curing) phase was maintained for 7–10 weeks. Temperature rose from the first day of the process and became 40–44 °C on the 4th week as a consequence of the rapid decomposition of organic matter and nitrogenous compounds by the action of microorganisms. As the organic matter became more stabilized and fewer nutrients were available, the growth rate of microorganisms slowed down and the temperature in the composting process gradually decreased to ambient temperature.

Table 2 Physicochemical characteristics of different composts
Fig. 1
figure 1

Temperature changes in the in-vessel Composting process

The electrical conductivity reflected the degree of salinity in the compost indicating its phytotoxic/phyto-inhibitory effects on the growth of a plant, if applied to soil (Li et al. 2008). In this study, a gradual increase in EC was observed for the various composting combinations and the increase lasted from 15 to 17 days (data not shown) and it is due to the organic matter degradation and release of different mineral salts in available forms (such as phosphate, ammonium, potassium) as reported by Garg et al. (2006). However, at the later stage of composting it was observed that the EC decreased for all the different composts produced (except CYV and CYP) (Table 2), indicating that the mineral salts could have been precipitated. These results are in agreement with findings previously reported by Wong et al. (1995). In general, the acceptable level of EC in compost is a value lower than 4 dS/m since otherwise it inhibits plant germination and growth (Rao Bhamidimarri and Pandey 1996). Since EC was high in all types of composts produced from university generated wastes, we need to dilute the produced compost before it can serve the purpose of a soil amendment. The water extracts of the compost was used for the germination assays in this study to overcome this effect.

The Total Organic Carbon in the composts was analysed at the end of the curing phase of composting and given in Table 2. Maximum TOC reduction in the composts compared to the respective feedstocks was observed for the feedstock combination CYCo (78 % reduction in TOC compared to the starting material). This might be due to the higher content of easily degradable organic matter in CYCo (C/N: 22.8), such as proteins, cellulose, and hemi-cellulose which are utilized by microorganisms as C and N sources. The TOC and TKN of the composts produced from different feedstock combination varies and so does their C:N ratios. After 2 weeks, it was observed that the volatile solids were reduced by 10–12 % in the matured composts compared to the respective feedstocks (Table 2).

From Table 2, a loss of TKN in compost was observed when compared to the feedstocks except for CYT. Further, these results showed that a TKN loss (70 %) was highest for CYCo when compared to CY. This could be attributed to the immobilization of NH4+ ions by the waste coffee grounds that possess high surface area and micropores.

Compost stability and maturity

Compost maturity and stability is analysed using C/N ratio, stability index and seed germination index. Carbon to nitrogen ratio has been used as an indicator of the potential of compost stability. A mature compost should have an C/N ratio ≤25 (Woods End Research Laboratory 2005). Results showed that there was no significant reduction in C:N ratio for the feedstock CY, however, the co-composting of yard with tea wastes (CYT) reduced the C:N by 41 %. In a similar trend, the reduction of C:N ratio by 25–26 % was observed with additives of fruit and coffee waste from canteen (Table 2). Previous studies reported that compost that is not well-decomposed (immature compost) has high C:N ratio (C:N > 30:1) (Saviozzi et al. 1987; Jimenez and Garcia 1989; Washington State University—Whatcom Extension Research Report 2010). If high C:N composts are used as soil amendment, carbon compounds in such composts continue to break down once incorporated into the soil and microorganisms tend to utilize the nitrogen from the soil to assist in the process (Huang et al. 2004; Tsutsuki 2009) which leaves the root zone temporarily nitrogen-poor—thereby inversely inducing N-immobilization process (Joern and Brichford 2006).

The C:N ratio of all the different composts (except CYP) produced in this study have C:N < 25:1, which satisfies the basic requirements for compost. Another parameter, stability index has also been used for the evaluation of compost stability. This index based on CO2 evolution considers a compost to be stable if the index has a value lesser than 2 mg CO2 g−1 compost day−1 (Tani 2009). In this study, the respiration rate of different composts such as CY, CYF, CYT, CYCo were lesser than 2 mg CO2 g−1 compost day−1 (Table 3). This is in close agreement with the evaluation of composts by Wang et al. (2004), they found that composts with respiration rate less than 2 mg CO2 g−1 compost day−1 were not phytotoxic to seedlings and would be considered stable. On the other hand, it was noted that composts, CYP and CYV have stability index higher than 2 mg CO2 g−1 compost day−1, indicating these composts have not yet been stabilized.

Table 3 Water holding capacity and stability index of the different composts

Germination index is used as an indicator of maturity and phytotoxicity. A GI of more than 80 % indicates phytotoxic-free and mature compost (Wang et al. 2004). Figure 2 shows the effect of different dilutions of the compost extracts on the germination index of cucumber seeds. The GI data suggests that direct application of compost bio-wash without dilutions showed high level of toxicity in the case of CYV and CYP and this may be attributed to the high EC of the composts. Moreover, at the dilutions of 40 and 60 % of almost all composts showed significant increase of cucumber shoot and root length. The high water holding capacity of produced composts CYT and CYP (Table 3) suggests that, it could be used as soil amendment for the plants which are less tolerant to droughts.

Fig. 2
figure 2

Germination indexes of the different composts

Synthetic fertilizers are typically high in nitrogen, phosphorous and potassium. However, the composts attained from yard waste co-composting were high in iron content (Table 4) when compared with other micronutrients. Compost is used to improve soil structure and plant nutrition (Tiquia and Tam. 1998). However, the presence of heavy metals in composts is the main cause of adverse effects on human health, transmitted through the food chain from the plants (Gigliotti et al. 1996) and it was essential to analyze the contents of heavy metal in composts. The heavy metal content (Cd, Cr, Ag, Cu, Ni, Pb and Zn) in the composts are shown in Table 5. It was clearly seen that heavy metal levels in the compost did not exceed the limits for application of compost as a soil amendment recommended by the USEPA (2000). Therefore, the mature compost from these feedstocks did not pose heavy metal toxicity issues.

Table 4 Composition of micronutrients in the produced composts
Table 5 Heavy metal content in the produced composts

Bacterial growth on composts

It was observed that the mesophilic bacterial density in CYF and CYCo compost (23 × 106 CFU/ml; 91 × 106 CFU/ml) was 10-fold higher when compared with CY, CYT, CYV, CYP (78 × 105, 44 × 105, 67 × 105, 48 × 105 CFU/ml) and they are equivalent to that found in fertile soils. The composts produced from institutional wastes possess good hygienic quality, since, pathogenic bacteria like, Escherichia coli and Salmonella dysenteriae were not detected in the matured compost.

Kinetic models

Proper design and operation of a composting reactor are prerequisites to compost quality and maturity. Hence, the kinetic models were developed to describe the relationship between composting rate and environmental factors over a range of practical interest. In this study eight models were used to predict the decomposition rate constant (Table 6). Models 1–3 were developed by Haung (1993) and Ekinci et al. (2001). Temperature and initial moisture content were mathematically considered in their developed models. However, different feedstocks which were tested in this study had distinct physico-chemical characteristics such as moisture, pH and EC in addition to C:N ratio. Hence, it is expected that pH and EC may also influence the rate of composting. Kinetic models have developed in this study based on these attributes and it is given in Table 6.

Table 6 Various kinetic models used in this study

When the eight kinetic models were applied to the experimental results of in-vessel composting process, statistical analysis showed that the lowest RMSE value and the highest EF values were found in model 4 (Table 7). According to the statistical results of the models, the best model to design the in-vessel composting process of university generated wastes as given below:

$$k_{T} = a{ \exp }\left( { b\left[ {\left( {\frac{{m_{i} - c}}{d}} \right) + \left( {\frac{T - e}{f}} \right)} \right] } \right) - g\frac{{E_{\text{c}} }}{T}$$
Table 7 Applied kinetic models and results of statistical analyses

In this model, ‘k T ’ is the decomposition rate constant (1/day), ‘m i ’ the initial moisture content (weight %), ‘T’ the process temperature (°C), ‘E c’ the electrical conductivity (dS/m) and a, b, c, d, e, f and g are empirical constants.

Conclusions

This study demonstrated that the co-composting of yard wastes with paper and canteen wastes produced value added products. The respiration rates of different composts such as CY, CYF, CYT, CYCo which were lesser than 2 mg CO2 g−1 compost day−1, suggests that they were not phytotoxic to seedlings and would be considered stable. Whereas, co-composting with paper and vegetable waste did not achieve maturity in the same duration. The high cellulosic content in paper waste which resulted in the high initial C:N ratio and the presence of difficult to degrade (coconut husks, coir, peals, etc.) materials in the vegetable waste could be the reason for their slow composting. The dilutions of 40 and 60 % of almost all composts showed significant increase of cucumber shoot and root length. The composts produced from different feedstocks had different levels of heavy metals, but it did not exceed the limits for application of compost as a soil amendment. The nature of soil determines what kind of nutrient amendments have to be added to it and this might indicate based on compost quality, which compost will be suited for a particular soil. Finally, the developed kinetic models for the composting process revealed that the in-vessel composting rates of the institutional wastes used in this study were best represented by a model as a function of temperature, electrical conductivity and initial moisture content.