The co-compost characteristics of PW + SS and PS + SS are given in Table 1. According to the results of Table 1, the changes of moisture, C/N, ash and OC percentage were statistically significant (p < 0.05). There was no statistically significant difference in the other parameters. The results of microbiological tests also showed that the number of E. coli in the two reactors was > 105, which had a decreasing trend during the process and reached zero in the final product. The number of parasite eggs and salmonella in both reactors in the initial raw mixture and final product after the process was zero.
Table 1
Physicochemical and microbial parameters in co-composting process by PW + SS and PS + SS reactors
Parameter
|
PS + SS
|
PW + SS
|
p-value
|
Mean ± standard deviation (initial)
|
Maximum
|
Minimum
|
mature compost (final)
|
Mean ± standard deviation (initial)
|
Maximum
|
Minimum
|
mature compost (final)
|
Humidity (%)
|
1.55 ± 58.7
|
60
|
50
|
50
|
4.73 ± 50.1
|
55
|
40
|
40
|
p < 0.05
|
pH
|
0.44 ± 6.8
|
7.2
|
6
|
7
|
1.98 ± 7
|
9.5
|
3.2
|
9.5
|
p > 0.05
|
EC (m mhose/cm)
|
1.3 ± 3.2
|
6.2
|
2
|
2.3
|
1.52 ± 3.8
|
6.1
|
1.6
|
3.2
|
p > 0.05
|
Temperature (ċ)
|
3.96 ± 32
|
40
|
23.5
|
26
|
10.42 ± 37
|
59
|
17
|
27
|
p > 0.05
|
Ratio C/N
|
4.82 ± 30.65
|
37
|
23
|
23
|
4.07 ± 18.65
|
24.5
|
13.26
|
13.26
|
p < 0.05
|
Ash (%)
|
1.24 ± 17.23
|
19.01
|
15.5
|
19.01
|
4.18 ± 21.3
|
27.5
|
16.32
|
27.5
|
p < 0.05
|
Volatile matter (%)
|
12.14 ± 61.9
|
77.47
|
47.6
|
47.6
|
19.72 ± 40.02
|
67.5
|
17
|
17
|
p < 0.05
|
E. Coli
|
41802.02 ± 31431.4
|
> 100000
|
0
|
0
|
37351.7 ± 25715.7
|
> 100000
|
0
|
0
|
p > 0.05
|
Salmonella
|
0
|
-
|
-
|
0
|
0
|
-
|
-
|
0
|
-
|
Parasite eggs
|
0
|
-
|
-
|
0
|
0
|
-
|
-
|
0
|
-
|
Temperature and humidity changes
One of the important factors in composting and eliminating pathogens is temperature (Awasthi et al. 2015). Figure 1a reveals the temperature changes during the composting process of PW + SS and PS + SS reactors over a 60-day period. On the 2nd day of the process in both reactors, a significant increase in temperature occurred in the masses. This rate was higher in the PW + SS reactor than in the PS + SS reactor. The PS + SS reactor reached its maximum temperature on the 20th day (40°C) and the PW + SS reactor reached its maximum temperature on the 32th day (57°C). Then the temperature in the masses began to decrease, which on the 60th day reached 25°C in the PW + SS and 27°C in the PS + SS. According to the changes shown in the figure, these changes were not statistically significant (p = 0.5) and the interquartile range for PW + SS and PS + SS reactors were 15.75 and 3.5, respectively. The temperature in the PW + SS reactor was better than the PS + SS reactor. The results of Shirani et al, regarding the evaluation and comparison of municipal composting and vermicomposting, showed that the temperature increase in the mass was good and organic matter decomposition was performed well (Shirani et al. 2011). Jalili et al, reported that in the pistachio dehulling waste and cow manure pilot, the temperature reached above 50°C, corresponding to the pistachio dehulling waste reactor combined with municipal sewage sludge and in the pilot of pistachio dehulling waste and municipal sewage sludge, the temperature reached below 50°C, corresponding to the municipal sewage sludge combined with the date-palm straw reactor (Jalili et al. 2016).
Another important factor in composting is moisture content. Figure 1b shows the moisture changes during the composting process in the PW + SS and PS + SS reactors. In the PW + SS reactor, the moisture percentage was 55% and in the PS + SS reactor, due to the type of straw (due to the high lignocellulose content), a higher moisture content (60%) was considered compared to the pistachio dehulling waste content (Usman et al. 2015). In a 60-day period, the moisture content in the PW + SS reactor decreased from 55–43% and in the PS + SS reactor the moisture content decreased from 60–54%. The results showed that the PS + SS reactor needed more time to lose moisture. Due to the changes in humidity during the composting process in the two reactors, the moisture percentage decreased significantly (p ≤ 0.001) and the interquartile range for the PW + SS and PS + SS reactors was 9.4 and 2.05, respectively. Xuejiang et al, evaluated the changes in humidity and temperature in the composting process by windrow method and concluded that the compost temperature reached 62°C and the humidity reached 35% on the 9th day (Xuejiang et al. 2008). Jalili et al, conducted a study on two pilots of composting pistachio dehulling waste combined with municipal sewage sludge and cow manure. They concluded that the appropriate humidity content to start the composting process was 50% and the cow manure reactor was in better condition than municipal sewage. To prevent fungus formation and better dehydrating, they added 15% by weight of sawdust, which is consistent with the results of the present study (Jalili et al. 2019).
PH and EC changes
Figure 2a shows the pH changes during the composting process in the PW + SS and PS + SS reactors. pH is affected by the raw materials used in the compost. As the process begins and bacterial activity increases, and organic acids are produced, the pH increases. pH of the PW + SS reactor reached 3 on the 14th day and then increased, and in the PS + SS reactor reached 7.2 on the 14th day and 6.6 on the 28th and had decreasing trend). Then, by entering the secondary mesophilic phase, the reactors pH increased. The final pH value in the PW + SS was 5.9 and in the PS + SS reactor was 7. According to the Fig. 2a, pH changes were not statistically significant (p = 0.5) and the interquartile range for PW + SS and PS + SS reactors were 2.8 and 0.65, respectively. Rama et al. in their study concluded that the increase in pH was from 40 to 70% and in the final value was between 8 and 9 (Rama &Vasanthy 2014). Brito et al, in their study reported that pH changes were from 6.9 to 9.9, which was consistent with the results of the present study (Brito et al. 2012).
The EC is one of the important parameters in the composting process examined during the process. Figure 2b shows the EC changes during the composting process in the PW + SS and PS + SS reactors. EC changes in PS + SS reactor had decreasing trend from the beginning (from 6 mmhose/cm to 2.5 mmhose/cm) and in PW + SS reactor initially had an increasing trend (from 2 mmhose/cm to 6 mmhose/cm 6) and after the 40th day had a decreasing trend (from 6 mmhose/cm to 3 mmhose/cm). According to the figure, EC changes were not statistically significant (p = 0.2) and the interquartile ranges for PW + SS and PS + SS reactors were 2.6 and 1.8, respectively. This finding was consistent with the results of Malakotian et al, in which the EC rate decreased from 14.34 ds/m to 11.91 ds/m after 30 days (a decreasing trend for pistachios) (Malakootian et al. 2014). However, the present study finding was not in line with Jalili's study, in which the EC rate increased from 1.2 ds/m to 2.9 ds/m in the reactor of pistachio waste combined with municipal sewage sludge treatment and decreased from 1.4 ds/m to 1.3 ds/m in the reactor of pistachio combined with cattle manure (Jalili et al. 2019).
C/N changes
Figure 3 reveals the C/N changes during the composting process in the PW + SS and PS + SS reactors. The C/N ratio in the PW + SS and PS + SS reactors was in the range of 20 to 40. At the beginning of the process, the C/N ratio was 24.5 in the PW + SS reactor and 37.5 in the PS + SS reactor. C/N changes in both reactors had a decreasing trend from 25 to 15 in the PW + SS reactor and from 37 to 23 in the PS + SS reactor. According to Fig. 3, the C/N ratio had further decreased in the PW + SS reactor. The changes were statistically significant (p ≤ 0.001) and the interquartile range for PW + SS and PS + SS reactors was 15.75 and 3.5, respectively and for PW + SS and PS + SS reactors were 7.86 and 1.85, respectively. The decreasing trend in C/N ratio in this study is in consistent with others similar studies (Esmaeili et al. 2020, Jalili et al. 2019). The C/N rate in the PW + SS reactor was in the standard range and the PS + SS reactor needed more time to reach the standard (Brinton 2000).
Percentages of organic carbon and ash
Figure 4a shows the changes in the percentage of OC during the composting process of the PW + SS and PS + SS reactors. The percentage changes of OC in the PW + SS reactor decreased from 69 to 15 and in the PS + SS reactor from 78 to 48. The trend of changes in OC in both reactors was significantly (p = 0.031) decreasing. The interquartile range for PW + SS and PS + SS reactors was 39.45 and 25.1, respectively. The percentage of decomposition and consumption of OC in the PW + SS reactor was higher than the PS + SS reactor. Figure 4b reveals the ash percentage. According to the Fig. 4b, changes in ash percentage showed that ash content in both reactors had an increasing trend from 16 to 28 in the PW + SS reactor and from 16 to 20 in the PS + SS reactor. Changes in ash percentage in the two reactors were significantly increasing (p = 0.038) and the interquartile range for PW + SS and PS + SS reactors was 7.74 and 2.39, respectively.
Heavy metals changes
Table 2 shows the concentration of heavy metals in the initial composition and final product of composting in the PW + SS and PS + SS reactors. Copper (Cu) concentration in the PW + SS reactor increased from 112 to 161 ppm and in the PS + SS reactor from 206 to 338 ppm. According to the Iranian standard, the amount of Cu is in the range of 90 to 260, so although it had an increasing trend, it was in the standard range; however, it was not in the standard range in the PS + SS reactor. According to the standard Cu limit in the US EPA, which is a maximum of 100 ppm, both reactors were not within the international standard range. The concentration of Zn in the PW + SS and PS + SS reactors was (P ≤ 0.01) and up to the end did not change in both reactors (P ≤ 0/01). The standard concentration of Zn in Iran is 800 to 1200 ppm, and the concentration of Zn in both reactors was in the standard range. The maximum standard Zn concentration in the US EPA is 300 ppm, which is within the standard range. The amount of iron (Fe) at the beginning of the process in the PW + SS reactor was 0.63 ppm and at the end it was 0.99 ppm and in the PS + SS reactor it initially increased from 1.21 to 1.79 ppm. The Iranian standard range of Fe in the compost is 800 to 1500%, so the amount of Fe in both reactors was less than the standard. The maximum amount of iron in the US EPA standard is 200 ppm, which is within the international standard. Manganese (Mn) concentration in the PW + SS reactor was 0.02 ppm and at the end reached 0.03 ppm and in the PS + SS reactor it was initially 0.03 ppm and at the end reached 0.05 ppm. The standard concentration of Mn in the compost is 2 to 12 ppm, so although it had an increasing trend, it was in the standard range. The concentration of lead in the PW + SS reactor at the beginning and end was 8 and 10 ppm, respectively, and in the PS + SS reactor at the beginning and end reached 18 to 31 ppm. The maximum concentration of lead in the US EPA standard is 100 ppm, which is within the standard range. The concentration of cadmium (Cd) in the PW + SS reactor at the beginning and end of the process was 0.29 and 0.33 ppm, respectively, and in the PS + SS reactor at the beginning and end reached 0.32 to 0.41 ppm. According to the standard range of Cd concentration in the compost in Iran, which is 10 ppm, in both reactors it is in the standard range. The US EPA standard has set 3 as the maximum concentration of Cd, which is within the standard range. The concentration of nickel (Ni) in the PW + SS reactor at the beginning and end of the process was 12 and 50 ppm, respectively, and in the PS + SS reactor it increased from 14 to 21 ppm. Iranian standard value for Ni is 120 ppm, so both of them were within the standard range according to the results. The maximum standard Ni concentration in USEPA is 50 ppm, which is within the standard range. Tandy et al, studied heavy metals on composting green and fibrous waste and concluded that composting for more than 26 weeks reduced the availability of Ni, had no effect on Pb, and slightly increased Cu and Zn. As a result, the total concentrations of Cu and Ni in the compost have exceeded the legal guidelines for land use. However, due to their anti-salinity nature, compost poses little threat to soil or plant quality if used for agriculture or land reclamation (Tandy et al. 2009). Wang et al, conducted a study on the use of lime on municipal sewage sludge compost and its effect on heavy metals. They concluded that it reduced nickel, copper, and manganese, but no significant difference was found in the various forms of Pb. However, the residual form of Pb increased by adding lime, and the predominant form of Zn was mainly oxidized, and lime further reduced this deformation. Therefore, lime is a suitable substance for composting with municipal sewage sludge to reduce heavy metals (Wang et al. 2013). Fernández et al, pointed out that in the composting process, due to the leachate recirculation and mass loss, the amount of heavy metals is constantly increasing, which should be taken into account (Fernández et al. 2010). The concentration of heavy metals has changed due to the effect of concentration and mass loss after composting (Farrell &Jones 2009). Bolan et al, reported that the concentration of heavy metals varies with the type of fertilizer, suggesting that plant type may affect composting (Bolan et al. 2004). The mentioned studies are not consistent with the current study.
Table 2
Heavy metals concentrations at the beginning and end of the composting process in the PW + SS and PS + SS reactors
Metals (ppm)
|
Initial (PW + SS reactor)
|
Final (PW + SS reactor)
|
Initial (PS + SS reactor)
|
Final (PS + SS reactor)
|
Cu
|
112
|
161
|
206
|
338
|
Mn
|
0.02
|
0.03
|
0.03
|
0.05
|
Pb
|
8
|
10
|
18
|
31
|
Cd
|
0.29
|
0.33
|
0.32
|
0.41
|
Ni
|
12
|
50
|
14
|
21
|
Zn
|
≤ 0.01
|
≤ 0.01
|
≤ 0.01
|
≤ 0.01
|
Fe
|
0.63
|
0.99
|
1.21
|
1.79
|
Toxicity assessment (germination index)
Table 3 represents changes in the germination index for final compost in PW + SS and PS + SS. In the PS + SS reactor, no dilution was performed for the germination index test and the index percentage was measured with 10 cc of the compost extract, which was 100 in the PS + SS reactor. For the PW + SS reactor, dilution was performed with distilled water. In the PW + SS compost, the index percentage was zero until dilution 4. Dilution 10 means (10 cc of the compost extract), dilution 9 means (9 cc of the compost extract and 1 cc of distilled water), dilution 8 means (8 cc of the compost extract and 2 cc of distilled water), and so on. At a dilution of 1: 9%, the germination index was 100. In evaluating the toxicity, the PS + SS reactor was better than the PW + SS reactor. Due to changes in germination index percentage, it was not statistically significant (p = 0.2). The results showed that PS + SS compost was better than PW + SS compost because the germination index of date-palm straw was 100%. However, the PW + SS reactor after dilution with distilled water showed different percentages at different dilutions. Asses et al, compared municipal sewage sludge compost combined with olive waste and another municipal sewage sludge combined with green waste. The results showed that the germination indices for corn and tomato seeds for the first compost were 79.68% and 97.36%, respectively and for the second compost were 74.45% and 81.45%, respectively (Asses et al. 2018). Kebieche et al, studied the effect of sawdust addition on municipal sewage sludge compost and germination index and concluded that the germination index was more than 80% (Kebibeche et al. 2019).
Table 3
Germination indices in the PW + SS and PS + SS final compost
Final compost
|
Dilution
(compost : water)
|
Germination index (%)
|
PW + SS
|
10 : 0
|
0
|
9 : 1
|
0
|
8 : 2
|
0
|
7 : 3
|
0
|
6 : 4
|
4
|
5 : 5
|
12
|
4 : 6
|
30
|
3: 7
|
60
|
2 : 8
|
90
|
1 : 9
|
100
|
PS + SS
|
10 : 0
|
100
|