62 World Review of Entrepreneurship, Management and Sust. Development, Vol. 7, No. 1, 2011 Characteristics and potential uses of sewage sludge in the commercial capital of Bangladesh M.M. Abdullah-Al-Mamun Institute of Forestry and Environmental Sciences, Chittagong University, Chitagong-4331, Bangladesh E-mail: almamun1000@gmail.com Kazi Mohammad Masum* Department of Forestry and Environmental Science, Shahjalal University of Science and Technology, Sylhet-3114, Bangladesh E-mail: km_masum@yahoo.com *Corresponding author Mohammed Shafiul Alam Institute of Forestry and Environmental Sciences, Chittagong University, Chitagong-4331, Bangladesh E-mail: shaficu@yahoo.com Abstract: Based on contrasting properties, sewage sludge can be co-recycled in order to take simultaneously the best profit and minimise environmental pollution. The present study was conducted to assess the physical and chemical properties of sewage sludge generated from different sources in the commercial capital of Bangladesh and on the basis of these characteristics a variety of ways had been fixed to seek out its potential uses. Presence of plant nutrients and organic matter in sufficient quantities, make sludge disposal on land an attractive option. Nitrogen has received most attention and it is normally the most abundant sludge nutrient. The other two prime nutrients phosphorus and potassium content in sewage found significantly higher than the normal soil. To inquire the possible utilisation the growth performance of one tree species was tested in an experiment using the sewage sludge and normal soil and found significant positive growth variation in sewage application compare to the normal soil. Keywords: sewage sludge; potential use; disposal; commercial capital; tree growth; Bangladesh. Reference to this paper should be made as follows: Abdullah-Al-Mamun, M.M., Masum, K.M. and Alam, M.S. (2011) ‘Characteristics and potential uses of sewage sludge in the commercial capital of Bangladesh’, World Review of Entrepreneurship, Management and Sustainable Development, Vol. 7, No. 1, pp.62–76. Copyright © 2011 Inderscience Enterprises Ltd. Characteristics and potential uses of sewage sludge 63 Biographical notes: M.M. Abdullah-Al-Mamun received his MSc in Environmental Science from Institute of Forestry and Environmental Sciences, Chittagong University, Chitagong-4331, Bangladesh. He is a Project Coordinator in ‘Homestead agroforestry through improved management practices project’, USAID Project, Prottyahsi, Chittagong, Bangladesh. His research interests include pollution control and climate change adaptation. Kazi Mohammad Masum received his MSc in Forestry from Institute of Forestry and Environmental Sciences, Chittagong University, Chitagong-4331, Bangladesh. He is a Lecturer in the Department of Forestry and Environmental Science, Shahjalal University of Science and Technology, Sylhet-3114, Bangladesh. Previously, he was an Assistant Conservator of Forest (ACF) in Bangabandhu Sheikh Mujib Safari Park, Chakaria, Cox’sBazar, Bangladesh. His research interests include ecology, biodiversity conservation and wildlife management. Mohammed Shafiul Alam received his PhD with a thesis on ‘Pollution effect on plant and soil system’ from Aberdeen University. He is a Professor in Institute of Forestry and Environmental Sciences, Chittagong University, Chitagong-4331, Bangladesh. His research interests include environmental management and pollution control. 1 Introduction With the industrial revolution, new factories started coming up which gave birth to numerous new cities. Small towns started taking the shape of big cities and big cities started becoming metropolitan cities. This gave birth to water supply and sanitary problems (Singh and Singh 1984). It also pragmatically noted that the millions of tons of sewage sludge (SS) generated each year must go somewhere. A relatively high proportion, for example in UK 67%, of sludge produced in many countries is applied to agricultural land as a means of disposal. If not applied to land, most sludge would have to be burned in incinerators or land filled (Renner, 2000). The N, P, K are often deficient in almost all the soils because of their heavy depletion. The deficiency is corrected by application of fertilisers (Gupta, 2000). Sewage sludge can be the alternative option of this fertiliser. But, Renner (2000) reported the application of sewage sludge to land, especially on agricultural lands, has been contentious since the late 1980s, when national and international clean water regulations prohibiting the ocean dumping of sludge were first enacted. Berry (1986) found More N, P, and organic matter on sludge treated plots. The substantial N and P concentration in sludge render is a useful fertiliser material and its organic constituents give it beneficial soil conditioning properties. The improved aeration and drainage following sludge amendments can have indirect effects on the soil-plant relationships of heavy metals through affecting growth, nodulation in leguminous plants and other properties (Heckman et al., 1986; Roberts et al., 1988). Nutter et al. (1979) pointed forest floor increased in all nutrients except N in waste water irrigation experiment and P increased in the upper 15 cm soil layers only. In most of the developing countries like Bangladesh application of sewage sludge is a very new concept. Though our population pressure is very high and a good quantity of sludge is produced, but due lake of awareness, information and facilities they are not been used in a well manner so far. In Dhaka we 64 M.M. Abdullah-Al-Mamun et al. have only one treatment plant and there is no other. Amin et al. (1998) found in Dhaka the sewage treatment plant at Pagla was designed to treat a maximum flow of 120000 m3/day of domestic sewage generated from about 18% population of the metropolitan area. Anon. (2000) found that, drainage and sewerage load in Dhaka city: Annual drainage volume: 560 million m3 (rain water: 230 million m3, waste water: 330 million m3); Sewage load: 1,040,000 m3/day; treatment capacity: 120,000 m3/day, population covered by sewage system: 20%; area of the city covered by sewerage system: 30%. 2 Methodology 2.1 Location and topography Chittagong City is not only the principal city of the district of Chittagong but also the second largest city of Bangladesh. It is situated within 22°–14’ and 22°–24’–30’’N latitude and between 91°–46’ and 91°–53’ e longitude and on the right bank of the river Karnafuli. Chittagong the commercial capital of Bangladesh has a land of 209.66 km2 a population of 2.096 million bearing a density of 9,996 individuals per sq. km (Mian, 2003). 2.2 Site selection Firstly, reconnaissance survey was conducted to find out three different areas under Chittagong City Corporation (CCC) to collect SS of residential area (RA), commercial area (CA), Industrial Area (IA). Normal Soil (NS) was collected from the hill of Chittagong University Campus (CUC). Whole area of CCC was surveyed and categorised namely Khulshi as (RA), Agrabad as (CA) and Baijid Bostami as (IA). Sewage sediments were collected from sewerage of these three areas with three replications in each of them. The NS was used as a control. 2.3 Sampling SS samples were collected from each of the three different areas described above from the last week of May to first week of June 2008. Soil samples were collected from surface of the drain and put in poly bag after collection to bring the sample in the laboratory. Adequate samples were used for studying physical and chemical properties and remain samples were used to growing seedlings to evaluate the growth performance. 2.4 Sample preparation In the laboratory, collected moist soil samples were first sieved through 10 mm mesh sieve to remove gravel, small stones and coarse roots and ten passed through 2 mm sieve. Then the sieved samples were dried under room temperature. Besides, some sub-samples were dried in an oven at 105°C for eight hours. Some dry samples were used for determining pH and oven dry samples to determine organic matter, total nitrogen, available potassium and available calcium (Ca) and other parameters. Characteristics and potential uses of sewage sludge 65 2.5 Analysis Soil colour was determined with the help of Munsell soil colour chart. Texture was determined by hand feeling. The pH of the suspension was measured with a digital pH meter (TOA, Japan). The filtered water was then measured with a digital conductivity meter (TOA, Japan). Before taking conductivity reading of filtered water, the meter was standardised. Percentage of carbon and organic matter were calculated from the following relationship % C = 0.476 X (% LOI – 1.87); % organic matter = % C X 1.72. Nitrogen was determined by micro-kjeldhal digestion process (Jackson, 1973). Phosphorous was measured by Olsen’s method. Zn, Ca and Mg are determined by atomic absorption spectroscopy (AAS). B was measured by spectrophotometer (420 nm). 2.6 Growth performance for tree species The soil was sieved well (<3mm) and lay on the cemented ground. Fruits of Samanea saman were collected from the IFESCU and dried in the sunlight and stored in airtight poly bags till the treatments were given. Seeds were extracted from fruits by removing fealty covering. Randomised complete block design (RCBD) with three replications was used. Each replication consisted of ten seeds and each treatment consisted of thirty seeds. So, total one hundred and twenty seeds are used in four different media. Different treatments combination using different types of growing media in the experiment were as follows: T1: SS from RA; T2: SS from CA; T3: SS from IA and T0: NS from IFESCU. 2.7 Assessment of Samanea saman seedlings The germination was recorded alternate day from the date of sowing and continued up to last germination. The seedlings were allowed to grow altogether for two months. At the end of the experiments, three seedlings from each replication were randomly selected and uprooted very carefully to estimate the seedling biomass. Then fresh weight of shoots, roots and leaves are recorded. Shoots and roots were oven dried at 70oC for 72 hours and oven dry weight was determined. From the available data daily and cumulative germination counts, quality index, volume index, and seedling vigor were identified. Data were statistically analysed for studying the morphological growth variations each treatment. 3 Results and discussion 3.1 Physical characteristics Sewage sludge (SS) contain a wide range of environmental contaminants owing to diverse sources of effluents discharged into sewers. Based on the sources, the environmental contaminants of SS includes household chemicals, human excretion products, automobile fuels, lubricants, runoff from highways containing hydrocarbons 66 M.M. Abdullah-Al-Mamun et al. and other fuel combustion products, and effluent from many diverse industries. Hence the physical and chemical properties of SS certainly varied depending on the sources from where they are generated. The SS has also many useful properties for agricultural use as it is a source of N and P and it acts as physical soil conditioner. The present study attempts identify the nature of properties of SS of three different sources. 3.1.1 Colour and texture Sewage sludges (SS) vary in colour with their origin. Soil properties some times depend on its colour. The collected samples were also with various colours. The RA gets mainly kitchen decomposed wastes, papers and other home used products. It carries black colour where as, SS from IA look like grayish brown. Singh and Singh (1984) described, fresh sewage has light brown or yellowish grey colour, dark or black colour indicates its septic or stale state. In CA the usable products are quite different such as paper, packages, remains of food products, etc which contain mostly carbon. As so it carries black colour. IA possessed greyish brown colour as its origin was fully different than that of RA and CA. There are various elements such as irons, manganese, sulphur, used here. The NS looked brown colours. Perhaps it was predominate in slightly decomposed plant materials. Table 1 Colour and texture of NS and SS collected from three different sources in the study area Location Colour Texture RA Black Loamy CA Black Loamy IA Grayish brown Sandy loamy NS Brown Sandy loamy Notes: RA – residential area, CA – commercial area, IA – industrial area, NS – normal soil. Texture of the SS of different sources and NS differed in between sandy to loamy. The origin of the sludge and parent materials determined the texture of the soil. It influences on density, aeration, chemical reaction and so on. The percentage of sand and clay is <52 and <20 in sandy loamy soil. On the other hand loamy soil contains <52% sand, 28%–50% silt and 7%–27% clay. Species which are light demanding and pioneer show good growth on coarse textured soil. Tree such as teak and eucalyptus grow well in fine textured soil, since they require more water at the seedling stage. On the other hand trees like Babul, Casuarina, Khair, etc. con grow on coarse textured soil since they require less water in their life. This study found loamy texture in RA and CA where as sandy loamy in IA and NS. 3.2 Chemical characteristics In recent years the importance of soil chemical properties has gained considerable attention, because of increasing popularity of short rotation and intensively managed Characteristics and potential uses of sewage sludge 67 forest, seed orchard and forest nursery in many parts of the world. Problem soil is another subject of discussion matter as it intermingled with the agricultural production system. The information about the soil chemistry is pre-requirement for the management and utilisation of the soil. SS is nothing less than a mixture of decomposed materials and soil. The macro and micro nutrients concentration and their nature help to the decision maker on particular tract of land. This study tried to find out properties of some common elements present in the SS and NS. 3.2.1 Electrical conductivity The Figure 1 showed that the NS has the higher electrical conductivity (EC) than that of the SS. The NS has the EC of 1012 µs\m. Then the Industrial sewage sludge has the second highest EC of 489.66 µs\m. After that SS of CA contained 468.33 µs\m and RA 233 µs\m. But some report ravelled the controversial value, i.e., the sewage sludge has higher EC than that of normal soil. The statistical analysis explained there was significant difference in between NS and SS of different areas. Figure 1 EC (µs/m) of normal soil and three different sewage sludge of varied sources in the study area 1200 EC( µs/m) 1000 800 600 400 200 0 RA CA IA NS Source s 3.2.2 PH PH is the most important characteristics of soil because it changes the dimension, speed and nature of the chemical reaction of elements. This study found the PH of the SS and the NS both are slightly acidic to neutral. The SS of RA, CA, and IA got the value of 6.033, 6.667 ad 6.433 respectively. The NS also contained like the same result, 6.45. Forsberg and Ledin (2005) and Arcak et al. (2006) also supported this result respectively 6.6 and 7.90. It is the neutral range of the PH (around seven) and help in growing a wide range of species in the sludge. There is no significant difference of PH value in between NS and SS of IA and CA. The other SS of RA has a significant difference than that of NS. Though the difference of PH between NS and SS of RA was significantly differ from each other but, still they are not out side normal range. 68 M.M. Abdullah-Al-Mamun et al. Figure 2 PH of normal soil and three different sewage sludge of varied sources in the study area 6.8 6.6 pH 6.4 6.2 6 5.8 5.6 RA CA IA NS Sour ce s 3.2.3 Organic matter SS contains significant amount of organic matter (OM). Many report found more than half percent of the sewage sludge is OM. It was depicted from Figure 3 that SS of IA has the highest percentage of OM (9.22%). SS of the RA and CA and the NS contains the lowest (0.461%). But this result do not support the previous findings of 60% organic matter (Heckman et al., 1986; Roberts et al., 1988) This is because, the reported sludge was coming from the sewerage only, but in our country sewerage lines are mixed with the road side drains and the characteristics of sludge also changed. The present result showed that OM content was significantly higher in the SS generated from IA in comparison to NS. No significant difference in the content of OM was observed between the NS and SS of CA and RA. Figure 3 Organic matter (%) of normal soil and three different sewage sludge of varied sources in the study area 10 OM(%) 8 6 4 2 0 RA CA IA Sources NS Characteristics and potential uses of sewage sludge 69 3.2.4 Nitrogen Nitrogen (N) is the main nutrient elements in the soil. That is why the farmers use urea fertiliser to the crop land to reduce the nitrogen deficiency. SS is a good source of nitrogen. More over the N in chemical fertiliser is inorganic but in sewage sludge it retain in organic form. The organic nitrogen breaks down slowly into the soil and gives support the crop with a long period. On the other hand the chemical N break down very soon after application and it leached out. In Figure 4 SS of CA had the highest percentage of N (0.146%). Then it follows the RA (0.146%) and IA (0.053%) and at last the NS (0.019%). The statistics showed there was significant difference in between NS and RA and CA. One the other hand there was no significant difference in between NS and IA. Researchers explained a wide range of N content in SS (Hossain, 2006; Heckman et al., 1986 reported 17.6%; Roberts et al., 1988 reported 3% and Arcak et al., 2006 reported 1.54% and in normal soil 0.13%). Those findings proved that the N contents in SS depend upon the nature and source. But all the results including this one it could be depicted that N% was higher in SS in comparison with NS. Figure 4 Nitrogen (%) of normal soil and three different sewage sludge of varied sources in the study area 1.2 1 N(%) 0.8 0.6 0.4 0.2 0 RA CA IA NS Sour ce s 3.2.5 Phosphorus After N, Phosphorus (P) is the second prime nutrient to the crop. In this regard SS may be contributing a good amount of P to the plants. The very common triple super phosphate (TSP) fertiliser is used through out all over the country both in agri and forest fields. But, if SS is applied to the field it can save a lot of money of the farmers. In the Figure 5 it was found that the RA possessed the best range of P (24.8 µg/g). CA contains almost same (22.767 µg/g) as RA. Then IA and NS possessed 2.65µg/g and 0.91 µg/g. P in sewage sludge was 581 mg kg–1, found Arcak et al. (2006) and in normal soil 17.48 mg kg1. The analysis report found there was no significant difference of P concentration in NS than that of IA. But there existed significant difference in between NS in compared with RA and CA. 70 M.M. Abdullah-Al-Mamun et al. Figure 5 Phosphorus (µg/g) of normal soil and three different sewage sludge of varied sources in the study area 30 P(µg/g) 25 20 15 10 5 0 RA CA IA NS Sour ce s 3.2.6 Potassium Potassium in SS of RA recorded as the highest (0.787 meq/100g) among the sources, which was followed by CA (0.447 meq/100g), IA (0.137 meq/100g) and lowest in NS (0.057 meq/100g). The very use of Murate of Potash (MP) is going on through out the country. As the normal soil can’t give the potential support to the plants then the SS application into the ground can help the alternatives of this fertiliser. Kumarasinghe (1995) found K2O in sewage sludge in residential origin 7.8 mg/g, in sludge 4.9 mg/g and in industrial origin 5.8 mg/g. The statistical analysis found that NS had significantly lower amount in comparison with RA and CA. But, there was no significant difference in IA and NS. This means the SS possessed a high degree of K that could help to the crops in K limitation soil. Figure 6 Potassium (meq/100g) of normal soil and three different sewage sludge of varied sources in the study area 0.9 K(meq/100) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 RA CA IA NS Sour ce s 3.2.7 Calcium Davies et al. (1977) explained Ca is an essential element and it maintains the pH level in the soil. In this report RA 24.65 meq/100g of Ca has found. Similarly followed by IA Characteristics and potential uses of sewage sludge 71 (22.2 meq/100 g) and CA (14.8 meq/100 g). NS possessed the lowest limit of the Ca (1.212 meq/100g). Ca found in SS is mainly in the form of CaO, Kumarasinghe (1995) pointed in sewage sludge in residential origin 56.8 mg/g, in sludge 153.5 mg/g and in industrial origin 142 mg/g. The SAS analysis found there was a significant difference in between NS and SS of the described three sources. This gives us a opportunity to apply SS in Ca deficient soil. Figure 7 Calcium (meq/100g) of normal soil and three different sewage sludge of varied sources in the study area 30 Ca(meq/100g) 25 20 15 10 5 0 RA CA IA NS Sour ce s 3.2.8 Magnesium Magnesium takes place mostly in oxide form into the soil and discharges slowly from the soil. This study showed that the lowest content of mg was found in NS (0.148 meq/100 g) and gradually increasing in CA (0.743 meq/100 g), RA (1.497 meq/100 g) and then in IA (2.353 meq/100 g). A study pointed (Heckman et al., 1986; Roberts et al., 1988). 1.5% MgO in sewage sludge. Other explained that MgO in SS in residential origin 9.2 mg/g, in sludge 31 mg/g and in industrial origin 33 mg/g (Kumarasinghe, 1995). In case of Mg also, there was the significant difference in between the NS and all the three different sources of SS. So, SS can also apply to the Mg poor soil. Figure 8 Magnesium (meq/100g) of normal soil and three different sewage sludge of varied sources in the study area Mg(meq/100g) 2.5 2 1.5 1 0.5 0 RA CA IA Sour ce s NS 72 M.M. Abdullah-Al-Mamun et al. 3.2.9 Sulpher Industry is the main source of sulpher (S) related materials. The analysis also supported the idea as the SS of IA was the prime S holder (246.033 µg/g) than that of the other areas. After IA the second one was the RA (143.4 µg/g). Both of the results were the higher concentration in relation to necessity. After them, CA and NS posses 36.75 µg/g and 26.03 µg/g of S respectively. Hossain (2006) found 1.5% S in sewage sludge. In the statistical analysis it showed the concentration of S in SS of industrial and residential origin was significantly higher in comparison with NS. But, there was significant difference in between CA and NS. Figure 9 Sulpher (µg/g) of normal soil and three different sewage sludge of varied sources in the study area 300 250 S(µg/g) 200 150 100 50 0 RA CA IA NS Sour ce s Figure 10 Zinc (µg/g) of normal soil and three different sewage sludge of varied sources in the study area 25 Zn(µg/g) 20 15 10 5 0 RA CA IA NS Sour ce s 3.2.10 Zinc Paper, talcum powders, battery, etc., contain zinc (Zn). The industries which produce this type of products contain Zn. That is why SS of IA contain the maximum amount of Zn Characteristics and potential uses of sewage sludge 73 (21.403 µg/g), follows gradually lower in NS (10.853 µg/g), RA (6.42 µg/g) and CA (2.377 µg/g). Arcak et al. (2006) found Zn in Sewage sludge was 109 mg kg-1 and in normal soil 0.35mgkg–1. In our country Zn found in sewage treatment plant at Pagla was 1193 ppm but in domestic septic tank it was 0.025–0.050 ppm (Amin et al., 1998). The SAS revealed that Zn had no significant variation between NS and SS of RA and CA. but it found significant difference between NS and IA. 3.2.11 Boron Crops need minor amount of B for their growth. But access boron (B) may cause toxicity to the human body. Normally in soil B has an amount of 20–50 ppm. But this result pointed a lower limit of B in all the four different areas of soil. The lowest amount possessed IA (0.507 µg/g). Then gradually increase in NS (0.677 µg/g), CA (0.987 µg/g) and lastly RA (1d.1 µg/g). The satisfactory content of boron in the soil ranges from about 2–7 kg/ha. The statistical analysis revelled that SS of RA and CA origin had significant difference in compare with NS. There was found no significant difference between IA and NS. Figure 11 Boron (µg/g) of normal soil and three different sewage sludge of varied sources in the study area B (µg/g soil) 1.2 B(µg/g) 1 0.8 0.6 0.4 0.2 0 RA CA IA NS Sour ce s 3.3 Growth performance of raintree (Samanea saman) 3.3.1 Germination percentage The highest germination (86.667%) was observed in SS of RA followed by SS of CA (79%) and lowest germination (56%) was in SS of IA (Figure 12). This was because the RA had got the greater nutrient concentration than others especially in P and K. In case of N also SS of RA had optimum amount. The SS of CA had the highest value of N and second highest of P and K. That’s why in this treatment CA got the second highest germination percentage. 74 M.M. Abdullah-Al-Mamun et al. (%)Germination Figure 12 Germination percentage of Samanea saman in different treatment media 90 80 70 60 50 40 30 20 10 0 SS of RA SS of CA SS of IA NS SS of RA SS of CA SS of IA NS Different Tre atme nt me dia 3.3.2 Seedling morphological growth The shoot length of the seedlings was found to be maximum (21.2 cm) in T1 followed by T3 (17.53 cm). T1 also showed highest collar dia (4.21 mm), whereas lowest collar dia was observed in control treatment, T0 (1.79 mm). Highest root length was found in T1 (21.2 cm) which was higher from the other treatments. Treatment, T1 showed maximum leaf number (8.33) followed by treatment, T2 and T3 (7). The imbibitions period was shortest in T3 (three days), whereas, it was highest in T2 (five days). The fresh weight of the seedlings had found highest in T1 and followed by CA, IA and NS. The post hoc test found significant difference in fresh weight in SS of different sources in comparison with NS. Table 2 Effect of different growing media on germination and imbibitions of seed, and shoot length, root length, total length, collar diameter and leaf number of Samanea saman seedling in the nursery Length (cm) Collar dia (mm) Leaf no. Total fresh weight 40 a 4.21 8.33 2.256a 14.9 31.467b 2.59 7 2.477a 14.03 32.767b 3.05 7 2.27a 24.9b 1.79 5.33 0.87b Imbibitions (days) Shoot Root Total T1 4 21.2 18.8 T2 5 16.57 T3 3 17.53 T0 4 12.06 12.83 Treatment Notes: Same alphabetic letter(s) in the same column do not vary significantly at P < 0.05, according to post hoc test. 3.3.3 Dry matter production, vigor index, volume index, and quality index Shoot dry weight was highest (0.72 g) in T1 treatment. But, root dry weight was highest in T3. In case of total seedling dry weight, T1 attained the highest (0.89 g), followed by T2 (0.85g) and it was significantly different from the other treatments. Control treatment Characteristics and potential uses of sewage sludge 75 (T0) attained the lowest total seedling dry weight (0.69 g). In case of vigor index, T1 (3466.68) attained the highest value followed by T2 (2485.893). Both the volume index and quality index were highest (375.75 and 0.095 respectively) in T1 and lowest in control treatment, T0. Sturdiness of seedling was highest in control T0 (67.37) and it was significantly higher from T1, T2, and T3 treatments (Table 2). Table 3 Treatment Effect of different growing media on shoot dry weight, root dry weight, total dry weight, vigor index, volume index and quality index of Samanea saman seedling in the nursery Dry weight (g) Index Shoot Root Total Vigor Volume Quality T1 0.72 0.17 T2 0.71 0.14 0.89a 3466.68 375.75 0.095 0.85a 2485.893 111.15 0.074 T3 0.59 T0 0.60 0.20 0.79a 1834.952 163.07 0.090 0.09 0.69b 1859.208 38.64 0.051 Notes: Same alphabetic letter(s) in the same column do not vary significantly at P < 0.05, according to post hoc test. 4 Conclusions and recommendation Sewage sludge, also known as biosolids, which is high in organic content and plant nutrients and, in theory, makes good fertiliser. The millions of tons of sewage sludge generated each year must go somewhere. If not applied to land, most sludge would have to be burned in incinerators or land filled. US total annual production of sludge is stable or only growing slowly; however, in Western Europe, where tougher clean water laws are beginning to take effect, sludge production is growing significantly, as small communities build and improve waste treatment plants to comply (Renner, 2000). Though Bangladesh is a developing country, but a huge amount of SS is produced here. It can be used in many more option. It contains 48% organic carbon, 17.6% nitrogen, 14.3% P, 1.5% sulphur and other elements like Ca, Mg, Al etc. which we supply through excessive use of inorganic fertiliser. Our land needs the organic matter. It is life to her (Hossain, 2006). This study found the different chemical and physical properties of SS of three types of sources, which shows a better quality than that of the NS. Besides a nursery experiment also conducted on growth performance of Samanea saman. That study also shows significant positive growth performance in SS. So, it flourishes a great opportunity to manage the SS. Like a poor country, ours SS management is very poor. This study found out a large scale opportunity of uses of SS. It can be used as a growth media, in crop land, farmyard, incinerator, and land fill, etc. Dowdy et al. (1978) reported that the increase of crop yield by sludge application often exceed that of well-managed fertilised controls. In the late 1980s, US researchers also applied sludge to fields of clover and other legumes. These experiments showed no adverse effects on nitrogen fixation for plants other than clover (Heckman et al., 1986). In our country heavy metal is not a serious concern like other developed country. So for a better future, an immediate and proper step along with economically suitable technology should be taken for gaining the beneficial services from the SS through scientific management in a developing country like Bangladesh. 76 M.M. Abdullah-Al-Mamun et al. References Amin, A.F.M., Samsuddin, S.A.J. and Alam, M.M. (1998) Optimization of Sewage Treatment Process at Pagla; Sanitation and Water for All, 24th WEDC Conference, Islamabad, Pakistan. Anon, (2000) ‘Water supply and waste management’, in Ahmed, M.F. (Ed.): Bangladesh Environment 2000, pp.400–412, Bangladesh Poribesh Andolon (BAPA), Dhaka, Bangladesh. Arcak, S., Karaca, A., Erdogan, E. and Turkman, C. (2006) A Study on Potential Agricultural Use of Sewage Sludge of Ankara Wastewater Treatment Plant. Berry, C.R. (1986) ‘Reclamation of severely devasted sites with dried sewage sludge in the southeast’, in Cole, D.W., Henry, C.L. and Mutter, W.L. (Eds.): The Forest Alternative for Treatment and Utilization of Municipal and Industrial Wastes, pp.497–507, University of Washington Press, Scattle. Davies, D.B., Eagle, D.J. and Finney, J.B. (1977) Soil Management, pp.51–52, Farming Press Limited, Sharfedale Road, Ipswich, Suffolk, UK. Dowdy, R.H., Larson, W.E., Titrud, J.M. and Latterell, J.J. (1978) ‘Growth and metal uptake of snap beans grown on sewage sludge amended soil, a four-year field study, J. Environ. Qual., Vol. 7, pp.252–257. Forsberg, L.S. and Ledin, S. (2005) Effects of Sewage Sludge on PH and Plant Availability of Metals in Oxidising Sulphide Mine Tailings, June, pp.21–35, available at http://www.chemweb.com/ journals? type= issue&jid=00489697&iid=03580001. Gupta, P.K. (2000) Methods in Environmental Analysis: Water Soil and Air, p. 409, Agrobios, Chopasani road, Jodhpur, India. Heckman, J.R., Angle, J.S. and Chaney, R.L. (1986) ‘Soybean nodulation and nitrogen fixation on soil previously amended with sewage sludge’, Biological Fertility of Soils, Vol. 2, pp.181–185. Hossain, M.S. (2006) ‘Utilization of sewage sludge’, The Bangladesh Observer, Friday, 06 January 2006. Jackson, M. (1973) ‘Nitrogen transformation in soil organic matter’, Technical Meeting on the Use of Isotopes in Soil Organic Matter Studies, FAO/IAEA, Brunswick, USA. Kumarasinghe, S. (1995) ‘The use of irradiated sewage sludge to increase soil fertility, crops yields and to preserve the environment’, Joint FAO/IAEA Division of Nuclear Techniques in Food and Agriculture, Vienna, Austria. Mian, S. (2003) Banglapaedia, 1st ed., Part 3, p.287, Asiatic Society of Bangladesh. Nutter, W.L., Schultz, R.C. and Brister, G.H. (1979) ‘Renovation of municipal wastewater by spray irrigation on steep forest slopes in the Southern Applachians’, in Sopper, W.E. and Kerr, S.N. (Ed.): Utilization of Municipal Effluent and Sludge on Forest and Disturbed Land, pp.77–85, Pennsylvania State University Press, Park. Renner, R. (2000) Sewage Sludge, Pros & Cons., available at http://www.mindfully.org/Pesticide /Sewage-Sludge-Pros-Cons.htm. Roberts, J.A., Daniels, W.L., Bell, J.C. and Martens, D.C. (1988) ‘Tall rescue production and nutrient status on southwest Virginia mine soils’, J. Environmental Quality, Vol. 17, pp.55–62. Singh, G. and Singh, J. (1984) Water Supply and Sanitary Engineering (Environmental Engineering), Vol. 2, p.607, Standard Publishers Distributors, Nai Sarak, Delhi-6, India.