2Aquatic Science Student Association, Department of Applied Sciences, UCSI University, No.1 Jalan Menara Gading, UCSI Heights, 56000 Cheras, Kuala Lumpur, W. P. Kuala Lumpur, Malaysia.
Keywords: Lotus Pod; EM mud ball; Sustainable Management; Wastewater treatments;
Batu Pahat River was one of the polluted rivers which are currently in Class III at upstream and Class IV at middle stream based on Water Quality Index (WQI) [18]. According to Department of Environment (2015), the WQI of Batu Pahat River in 2014 and 2015 were 57 and 61 respectively which were in status of slightly polluted range. Batu Pahat River is originating from Sg. Simpang Kanan, Tongkang Pechah and then to the river mouth of Pantai Minyak Beku. The major role of Batu Pahat River was functioned as a pathway for irrigation, transportation, fisheries and water reservoir created by Bekok and Sembrong dams to store and supply water. Batu Pahat was one of the contributors to Johor’s manufacturing industrial town such as textile, electronics, food processing, timber and plastic. It also contributes agricultural practices where Batu Pahat was the largest rubber, oil palm and cocoa plantation in Johor. Commercial fisheries in Batu Pahat are well-known as it located near the river. Inappropriate or undeveloped wastewater treatment has become critical issues due to irresponsible and uncontrolled dumping waste and contaminants into the water bodies. Hence, a practical wastewater treatment has to be implemented to maintain and improve the water quality of Batu Pahat River.
Methods used to treat wastewater previously were Effective Microorganism technology using EM mud ball, aquatic macrophyte of water hyacinth, a phytoremediation agent and lotus plant as a tool in water bioremediation. These implications has the capabilities with their distinctive features in removing organic and inorganic pollutants including organic waste, heavy metals, sediments, water nutrients and microbial population. Yet, limitations of these technologies were observed due to insufficient study or no extension researches in long-term after application.
In this study, a new water filtration system was developed incorporated with microorganisms for wastewater treatment. The biological filtration system was added with lotus pod as filter to reduce the nutrients and sediment in the water and act as a media for microorganisms’ growth. Water quality testing is carried out in-situ and at Batu Pahat River and ex-situ in laboratory using LAQUA Twin meter. Microbe identification is also carried out to determine the opportunistic bacteria present in Batu Pahat River by bacterial culture using nutrient agar and MacConkey agar. Gram-staining test and oxidase test are used to determine the culture bacteria colony are positive or negative bacteria and oxidase positive or negative. Identification of bacteria are tested using RapID TM ONE System and RapID TM NF PLUS System. The results are identified in microcode form and determine the bacteria species using Electronic RapidTM Compendium identification (ERIC). The efficiency of lotus pod as filter was measured by testing the water parameters such as sodium (Na+ ), calcium (Ca2+), nitrate (NO3-), potassium (K+), pH, ammonia (NH3), Dissolved Oxygen (DO), Chemical Oxygen Demand (COD) and microbe concentration at OD600. The objectives of this study were the evaluate the water quality of Batu Pahat River and to design and evaluate the efficiency of lotus pod as filter in micro technology system for polluted water treatment.
Treatment |
Vessels |
Amount |
MHLC |
No vessel |
- |
MHL1 |
EM Mud ball |
10 g/L |
MHL2 |
Water hyacinth with 3 leaves (a stalk) |
15 g/L |
MHL3 |
Lotus pod + EM Mud ball |
15 g/L |
Treatment |
Lotus pod |
EM Mud ball |
Ratios |
MLC |
0 g |
0 g |
0:00 |
ML1 |
40 g |
10 g |
4:01 |
ML2 |
40 g |
20 g |
2:01 |
ML3 |
40 g |
80 g |
1:02 |
Next, the second streak was streaked by turning the plate in 900 and dragging the end of first streak in three times continuing the zigzag motion. The procedure was repeated for third streak and fourth streak. After streaked, the petri dishes were parafilm and incubated for 24 hours. Culture of bacteria was repeated until obtaining a single pure colony.
Treatments |
Vessels |
Amount |
Green Water Volume |
LC |
No vessel |
- |
1.75 L |
L1 |
Lotus pod |
10.59 g |
1.75 L |
After that, 200 μL of each standard and master mix were transferred using micropipette into the 96-well of microtiter plate accordingly. Then the microtiter plate was placed in the micro plate reader for absorbance reading at OD650 and read for three times.
Tubes |
Volume of Standard |
Volume of Deionized water |
Total volume |
Dilution factor |
1 |
2.00 mL |
18.00 mL |
20.00 mL |
1/10 |
2 |
10.00 mL (from Tube 1) |
10.00 mL |
20.00 mL |
1/2 |
3 |
10.00 mL (from Tube 2) |
10.00 mL |
20.00 mL |
1/4 |
4 |
10.00 mL (from Tube 3) |
10.00 mL |
20.00 mL |
1/8 |
5 |
10.00 mL (from Tube 4) |
10.00 mL |
20.00 mL |
1/16 |
6 |
10.00 mL (from Tube 5) |
10.00 mL |
20.00 mL |
1/32 |
7 |
10.00 mL (from Tube 6) |
10.00 mL |
20.00 mL |
1/64 |
8 |
10.00 mL (from Tube 7) |
10.00 mL |
20.00 mL |
1/128 |
9 |
10.00 mL (from Tube 8) |
10.00 mL |
20.00 mL |
1/256 |
Weeks |
Parameters |
|||
NO3- |
pH |
O2 |
NH3 |
|
1 |
0.00 ± 0.00 |
4.67 ± 5.00 |
6.00 ± 0.00 |
1.00 |
2 |
0.00 ± 0.00 |
5.83 ± 0.29 |
4.00 ± 0.00 |
0.5 |
3 |
0.00 ± 0.00 |
4.50 ± 0.00 |
4.00 ± 0.00 |
1.00 |
4 |
0.00 ± 0.00 |
4.67 ± 0.29 |
4.33 ± 0.58 |
1.00 |
NH3 in the water body was more toxic to aquatic organisms especially fish even in very low concentration compared to NO3-. Natural NH3 in water body are toxic to aquatic organisms and indicated contamination if the concentration was higher than natural level which was more than 0.03 mg/L. The safe concentration of NH3 was in the range of 0.02 to 0.4 mg/L. From the analysis test, the NH3 levels from selected site were 0.5 mg/L and 1 mg/L which were more than 0.03 mg/L. The color observations of the solution were light green and green.
The river water from selected site was considered in polluted range as the NH3 concentration was more than 0.03 mg/L. The NH3 concentration was high because of the excretion of nitrogenous waste products from fish in the water, agricultural runoff, sewage effluent and irresponsible dumping of trash from the selected site into Batu Pahat River. As many events carried out throughout the whole year at selected site temple, the unwanted rubbish and waste were directly thrown into the river water which eventually increased the NH3 level in the water. Besides, high NH3 might due to high water temperature and pH level [23].
Water measurement for pH level was considered slightly acidic which were around 4.5 to 5.8. This level was not suitable for a freshwater ecosystem as acidic water indicated there were high organic pollutants that acidify the water. The optimum water pH of a river system was 7.4. The colors of the solution after added reagents were orange, light orange and dark yellow for 4 weeks. Moreover, high level of NH3 can reduce the pH of water. Acidic water were caused by high water temperature, chemical contaminants discharged, sewage effluents and fossil fuel emissions such as carbon dioxide especially for Chinese temple practices that burn joss stick and fake money. Acidic water might affected the tolerance of fish species living in the water column and stressful to them which can physically damage their body system [19].
For O2 level, the results were between 4 mg/L to 6 mg/L. The color of solution was yellowish-brown to brown after reagent was added into the water samples. High inputs NH3 concentration in the water reduced the level of O2 as oxidation of nitrogenrich organic waste reduced oxygen level available in the water column [31]. High organic matter in the water body can increase the competition of oxygen uptake between aerobic bacteria for decomposition and fish for physical voluntarily activities as well as metabolism [6]. Low oxygen level in the water are stressful to fish as most freshwater fish required at least 5 mg/L and more for excellent growth and reproduction performance.
Weeks |
Parameters |
||||||
Na+ |
pH |
NO3- |
Ca2+ |
K+ |
NH3 |
||
Before treatment |
|||||||
No vessel |
1433 ± 57.74 |
6.38 ± 0.04 |
113 ± 5.77 |
67 ± 1.53 |
51 ± 0.58 |
5 |
|
After treatment |
|||||||
1 |
MHLc |
1667 ± 57.74 |
6.77 ± 0.01 |
153 ± 3.61 |
103 ± 6.43 |
67 ± 2.52 |
5 |
MHL1 |
2000 ± 0.00 |
7.66 ± 0.03 |
266 ± 5.29 |
167 ± 5.77 |
190 ± 10.00 |
0 |
|
MHL2 |
1767 ± 57.74 |
6.45 ± 0.02 |
197 ± 7.02 |
110 ± 10.00 |
68 ± 1.53 |
0 |
|
MHL3 |
1600 ± 0.00 |
7.32 ± 0.03 |
217 ± 15.28 |
139 ± 1.16 |
203 ± 5.77 |
5 |
|
2 |
MHLC |
2200 ± 0.00 |
6.50 ± 0.06 |
203 ± 5.77 |
140 ± 1.53 |
111 ± 3.06 |
5 |
MHL1 |
1800 ± 0.00 |
8.95 ± 0.05 |
260 ± 2.00 |
121 ± 4.16 |
161 ± 6.56 |
0 |
|
MHL2 |
1200 ± 0.00 |
5.95 ± 0.05 |
140 ± 2.52 |
85 ± 5.86 |
37 ± 3.056 |
0 |
|
MHL3 |
1400 ± 0.00 |
7.67 ± 0.02 |
269 ± 1.73 |
140 ± 1.53 |
210 ± 3.00 |
5 |
|
3 |
MHLC |
3600 ± 0.00 |
5.44 ± 0.07 |
315 ± 5.69 |
252 ± 2.65 |
232 ± 5.69 |
10 |
MHL1 |
1967 ± 57.74 |
8.75 ± 0.09 |
251 ± 4.58 |
191 ± 3.06 |
205 ± 5.00 |
0 |
|
MHL2 |
1500 ± 0.00 |
6.27 ± 0.03 |
162 ± 4.36 |
169 ± 2.65 |
66 ± 3.61 |
0 |
|
MHL3 |
1500 ± 0.00 |
7.74 ± 0.08 |
222 ± 4.73 |
220 ± 3.51 |
180 ± 3.00 |
0 |
|
For Ca2+ and K+ concentration, all the treatments were increased dramatically especially for Treatment MHLC where no vessel was added to treat the water quality compared to those with vessels in treatment. Both water parameters in all treatments were not in the safe range of a river system as they exceed the concentration limit where the concentration of Ca2+ and K+ should be in the range of 4 mg/L to 100 mg/L and 2 mg/L to 3 mg/L respectively. This might be due to the amount of metal products, disinfectants and fertilizers along Batu Pahat River flow into the water body that contributed to high concentration of Ca2+ and K+. However, water hyacinth in Treatment MHL2 was in lower concentration compared to Treatment MHL1 and Treatment MHL3 as water hyacinth has the capability in reducing metal ions. While EM Mud ball can promote excessive nutrients in the water which can enhance the phenomenon of algal bloom.
The concentration of NH3 reduced to 0 mg/L might because of the conversion of NH3 to NO3- which was not harmful as NH3 to aquatic organisms. NO3- acts as an essential nutrient for aquatic plants to enhance their growth and reproduction which in turn become food source to other organisms in higher food chain. From the results obtained, the NO3- concentration for all treatments was more than 80 mg/L which indicated the river of Batu Pahat was polluted. Excessive NO3- in the water can cause adverse effect to fish species as different fish have difference tolerance to NO3-. Concentration of 0 mg/L to 40 mg/L are still generally safe for fish species and when exceed 80 mg/L, it become toxic to fish species [5]. Besides, the concentration increased was contributed by runoffs from agricultural and construction site along the Batu Pahat River which wash off the nitrates in the fertilizers and wastes that flow into the river.
Fluctuation of water pH can bring adverse effect to aquatic organisms and water quality of ecosystem. The pH value of Treatment MHL1 was gradually increased to 8.747 which were slightly changed to basic water. Whereas Treatment MHL3 was increased the pH value and maintained in the range of 7.3 to 7.6 in these 3 weeks. In week 3, the pH value was 7.74 where it reached the optimum level of pH for river system. Hence, Treatment MHL3 was considered the best option among Treatment MHL1 and Treatment MHL2 to act as a buffer to control as well as maintain pH value of river water.
Weeks |
MHLC |
MHL1 |
MHL2 |
MHL3 |
1 |
358 mg/L |
170 mg/L |
38 mg/L |
158 mg/L |
2 |
351 mg/L |
347 mg/L |
19 mg/L |
135 mg/L |
Increased % |
-2% |
104% |
-50% |
-15% |
Days |
Parameters |
|||||
Na+ |
NO3- |
Ca2+ |
K+ |
Microbe |
||
Before treatment |
||||||
No vessels |
140 ± 0.00 |
128 ± 6.81 |
58 ± 2.08 |
45 ± 4.58 |
0.13 ± 0.06 |
|
After treatment |
||||||
D1 |
MLC |
140 ± 0.00 |
121 ± 1.15 |
59 ± 2.65 |
46 ± 2.52 |
0.100 ± 0.01 |
ML1 |
140 ± 0.00 |
371 ± 7.02 |
37 ± 3.51 |
162 ± 3.21 |
0.16 ± 0.01 |
|
ML2 |
150 ± 0.00 |
406 ± 5.51 |
40 ± 3.51 |
214 ± 3.79 |
0.15 ± 0.02 |
|
ML3 |
160 ± 0.00 |
472 ± 2.52 |
41 ± 0.58 |
283 ± 3.79 |
0.22 ± 0.01 |
|
D3 |
MLC |
180 ± 0.00 |
123 ± 1.53 |
70 ± 1.53 |
142 ± 2.08 |
0.18 ± 0.01 |
ML1 |
140 ± 0.00 |
353 ± 4.36 |
56 ± 1.53 |
141 ± 2.65 |
0.25 ± 0.02 |
|
ML2 |
150 ± 0.00 |
161 ± 1.15 |
68 ± 2.08 |
181 ± 7.02 |
0.48 ± 0.04 |
|
ML3 |
170 ± 0.00 |
438 ± 3.46 |
74 ± 3.61 |
262 ± 3.21 |
0.32 ± 0.01 |
|
D5 |
MLC |
223 ± 5.77 |
126 ± 2.08 |
65 ± 1.53 |
148 ± 0.58 |
0.27 ± 0.05 |
ML1 |
183 ± 5.77 |
169 ± 1.15 |
94 ± 0.58 |
173 ± 4.16 |
0.21 ± 0.01 |
|
ML2 |
160 ± 0.00 |
64 ± 2.08 |
121 ± 1.15 |
239 ± 1.73 |
0.34 ± 0.03 |
|
ML3 |
180 ± 0.00 |
202 ± 3.21 |
121 ± 1.53 |
300 ± 2.52 |
0.28 ± 0.01 |
|
D7 |
MLC |
240 ± 0.00 |
133 ± 4.58 |
71 ± 1.53 |
190 ± 3.51 |
0.16 ± 0.02 |
ML1 |
220 ± 0.00 |
204 ± 3.61 |
101 ± 1.53 |
163 ± 3.79 |
0.28 ± 0.01 |
|
ML2 |
200 ± 0.00 |
57 ± 0.58 |
120 ± 0.58 |
189 ± 1.73 |
0.26 ± 0.03 |
|
ML3 |
257 ± 5.77 |
242 ± 2.08 |
170 ± 0.58 |
301 ± 1.15 |
0.25 ± 0.01 |
|
Based on the results in table 10, the aerobic bacteria obtained from brown soil samples were 9.6 x 104 CFU/gm plate counts which was less than 106 CFU/g. There was also presence of mould and coli form with the plate counts of 4.2 x 102 CFU/gm and 3.8 x 102 CFU/gm respectively. No growth of yeast, Escherichia coli (E. coli ) and Staphylococcus aureus in the brown soil sample as the plate counts for E. coli was less than 3 CFU/g. There was also no presence of Salmonella in the soil sample as Salmonella can result in waterborne or food borne illness. This soil sample was considered good microbiological quality as the microbes present in the soil was in the acceptable range.
Based on the results in table 11, the aerobic plate counts in black soil sample was 2.8 x 109 CFU/gm which was much lower than that in brown soil sample but it was more than 106 CFU/g. There was 1.2 x 102 CFU/gm of E. coli colony present in the soil sample whereas there was no growth of yeast, Staphylococcus aureus and absence of Salmonella. Presence of E. coli in the water indicated presence of sewage waste present in the water system. Water containing E. coli was not safe for drinking purpose as it indicated contaminated water and might introduced pathogenic bacteria. The microbiological quality of black soil sample was marginal [Microbiological quality of ready-to-eat foods 2009].
Parameters |
Na+ |
NO3- |
Ca2+ |
K+ |
One-Tailed Test |
0.00 |
0.41 |
0.00 |
0.04 |
p-value |
0.05 |
|||
Test parameter |
Unit |
Method used |
Results |
Aerobic plate counts |
35°C, CFU/gm |
AOAC Official Method 990.12 (3M Petri film) |
9.6 x 104 |
Yeast |
25°C, CFU/gm |
AOAC Official Method 2014.05 (3M Petri film) |
NG(<10) |
Mould |
25°C, CFU/gm |
AOAC Official Method 2014.05 (3M Petri film) |
4.2 x 102 |
Coli form |
35°C, CFU/gm |
AOAC Official Method 998.08 & 991.14 (3M Petri film) |
3.8 x 102 |
E. coli |
35°C, CFU/gm |
AOAC Official Method 998.08 & 991.14 (3M Petri film) |
NG(<10) |
Staphylococcus aureus |
35°C, CFU/gm |
AOAC Official Method 2013.11, 2003.07, 2003.08 (3M Petri film) |
NG(<10) |
Salmonella |
In 25 gm samples |
AOAC Official Method 2014.01 (3M Petri film) |
Absent |
E. coli = Escherichia coli
Test parameter |
Unit |
Method used |
Results |
Aerobic plate counts |
35°C, CFU/gm |
AOAC Official Method 990.12 (3M Petri film) |
2.8 x 109 |
Yeast |
25°C, CFU/gm |
AOAC Official Method 2014.05 (3M Petri film) |
NG(<10) |
Mould |
25°C, CFU/gm |
AOAC Official Method 2014.05 (3M Petri film) |
3.9 x 102 |
Coli form |
35°C, CFU/gm |
AOAC Official Method 998.08 & 991.14 (3M Petri film) |
6.8 x 102 |
E. coli |
35°C, CFU/gm |
AOAC Official Method 998.08 & 991.14 (3M Petri film) |
1.2 x 102 |
Staphylococcus aureus |
35°C, CFU/gm |
AOAC Official Method 2013.11, 2003.07, 2003.08 (3M Petri film) |
NG(<10) |
Salmonella |
In 25 gm samples |
AOAC Official Method 2014.01 (3M Petri film) |
Absent |
E. coli = Escherichia coli
Gram-negative bacteria can cause wide spread of waterborne and food borne diseases to human through direct contact of water or bacteria. It can cause infection to human by disruption of outer membrane of the bacteria cell which antibiotic or immune cells of human failed to destroy them and released toxic substances that are harmful to human [8].
From the report form for N1, only cavity 3, 4, 5 and 10 were positive results in the first reaction before adding Rap ID reagents. After adding reagents from cavity 4 to 10 for second reaction, only cavity 10 showed positive results. The negative results will considered as zero value. Hence, the microcode for N1 was 430102 and identified as Burkholderia cepacia (99.9%). B. cepacia is an aerobic gram negative bacillus which commonly found in aquatic environments including water and soil [15]. This bacterium can infect and pose risk to healthy individual from contact with contaminated water. It is an opportunistic pathogen which can cause high mortality and morbidity as this bacterium is resistant to antibiotic treatment [4]. It normally causes respiratory issues when these bacteria invade the individual especially to cystic fibrosis patients. It can weaken immune systems where the immune response fails to detect the invaded bacteria.
The identified bacteria in N2 were Acinetobacter spp. (99.9%) with microcode of 110100. In the first reaction after incubation, cavity of 1, 4 and 10 showed positive results. In the second reaction, cavity 4 to 10 showed negative results where these results were valued as zero. Acinetobacter spp. was gramnegative coccobacillus which found in water, soil and sewage waste [29]. It also can grow on human skin areas and colonize gastrointestinal tract when ingest food or water containing the bacteria [13]. This bacterium is non-pathogenic bacteria but become pathogenic when unfavourable condition activated them to invade human when direct contact to the environment or drink contaminated water. It has the ability to escape from phagocytosis by immune cells of the host as it has thick polysaccharide capsule. Acinetobacter can infect human causing pneumonia, urinary tract infection and bloodstream infection that showed symptoms of fever, vomit, pain and burning during urination which can cause human death in chronic case [34]. Water with high nitrogen sources become food source which promote the population of Acinetobacter [30].
Bacteria identification for N3 was Enterobacter cloacae with 99.9%. According to [11], E. cloacae were reported as opportunistic and multi resistant bacteria pathogens to human. It is a gram-negative rod-shaped bacterium from family Enterobacteriaceae. This bacteria is facultative anaerobic as it can be aerobic when oxygen present and anaerobic when oxygen absent. Enterobacter cloacae are the most common and widespread in aquatic environment. When direct contact with the environment containing this bacteria, it can colonize the gastrointestinal tract of fish and human [9]. The bacteria can affect the health of organisms by secondary wound infection, respiratory tract issues, skin and soft tissues infection and bacteraemia [21]. The common disease infected by these bacteria is food poisoning [2,25]. Diseases caused by these bacteria are difficult to manage due to its multi resistant properties to drug.
Cronobacter sakazakii was identified from M1 with 99.9%. The first reaction showed positive results in cavity [3,7,8,10,11,12,13,14,16]. After addition of Rap ID Spot In dole Reagent in cavity 18, the reaction cavity turned from dark redorange to dark purple which showed positive result. Thus, the microcode obtained from the result was 4037311. It is gramnegative rod-shaped bacilli that are pathogenic for both fish and human. However, these bacteria can cause life-threatening disease but in rare case such as meningitis, bacteraemia and necrotizing enter colitis [12]. Water outlets and aquatic environments are the possible sources of contamination and infection of the bacteria when direct contact. The general diseases caused by C. sakazakii were conjunctivitis, pneumonia, diarrhoea, wound infections and urinary tract infection [20].
Bacteria cultured from M2 were identified as Klebsiella pneumoniae (99.9%). The microcode was 1137250 where cavity [1,4,7,8,10,11,12,14,16,18] showed positive results in the first reaction. Cavity 18 was added with Rap ID Spot In dole for second reaction and obtained negative result which turned the color from light orange to red. K. pneumoniae is an encapsulated gramnegative bacillus with rod-shaped. It is common infectious agents that cause variety of infections such as pneumonia, urinary tract infection, bacteraemia, and liver ulceration [7,26]. These bacteria also cause infection to fish species when the condition is favourable to thrive the population of the bacteria such as high level of NH3 in the water body. Such condition can cause a disease outbreak among fish population when aspiration with the symptoms of skin and fin haemorrhage, ulceration, swelling of visceral organs and respiratory difficulties [10,17]. In addition, it cause seafood poisoning to individuals when consuming the fish from the contaminated water or direct consume the water.
Lastly, the bacteria identified from M3 were Enterobacter cloacae (98.51%) which were similar to N3 and Enterobacter asburiae (1.48%). In the first reaction, the positive results obtained from cavity [3,7,8,10,11,12,13,14,16]. Cavity 18 remained negative result after addition of RapID Spot In dole in both first and second reaction with the microcode of 4037310. E. asburiae is similar to E. cloacae which come from same family and genus. This bacterium is often found in fish respiratory tract, faeces, blood specimen and urinary tract when aspirated water containing the bacteria [28]. It can become an opportunistic pathogen when favourable condition such as excessive nutrients or waste flows into the river water. This condition can increase the susceptibility of fish and human to infect by E. asburiae when there are open wounds on the surface that cause secondary infection. Direct contact of the water environment can result in illness such as fin haemorrhage and ulceration for fish and bloodstream infection, infection of skin and soft tissues, respiratory tract, bone and joint as well as gastrointestinal tract for human infection [22,27].
All these bacteria identified from water sample of Batu Pahat River were opportunistic bacterial pathogens where it can cause chronic disease to both aquatic organisms and human when aspirated or direct contact with the environment. As more wastes threw from the selected site into the river water, it can thrive and activate the bacteria population to become pathogenic. Since the water from Batu Pahat River was polluted, it is not considerable as clean and safe for drinking as many activities were carried out in the temple such as there was a well that available for washing and cleansing without drinking. This action might infected healthy individuals as they direct contact with the water contaminated with pathogenic bacteria. The reason is that the pollutants and the pathogenic bacteria may seep into the groundwater. Water from the wells is get from aquifers in the layer of groundwater.
Bacteria sample |
Gram-type |
Oxidase test |
Rapid system |
Microcode |
Bacteria species |
Nutrient agar |
|||||
N1 |
Negative |
Positive |
NF Plus |
430102 |
Burkholderia cepacia |
N2 |
Negative |
Positive |
NF Plus |
110100 |
Acinetobacter |
N3 |
Negative |
Negative |
ONE |
4034310 |
Enterobacter cloacae |
MacConkey agar |
|||||
M1 |
Negative |
Negative |
ONE |
4037311 |
Cronobacter sakazakii |
M2 |
Negative |
Negative |
ONE |
1137250 |
Klebsiella pneumoniae |
M3 |
Negative |
Negative |
ONE |
4037310 |
Enterobacter cloacae, Enterobacter asburiae |
Treatment LC |
||||||
Day |
D1 |
D2 |
D3 |
D4 |
D5 |
D6 |
Na+ |
1700 ± 0.00 |
1700 ± 0.00 |
1728 ± 46.77 |
1677 ± 141.55 |
1701 ± 0.00 |
1680 ± 36.37 |
Ca2+ |
165 ± 4.51 |
160 ± 10.00 |
165 ± 4.62 |
158 ± 7.39 |
160 ± 0.00 |
160 ± 0.00 |
NO3- |
190 ± 2.00 |
193 ± 26.68 |
189 ± 56.00 |
192 ± 0.00 |
189 ± 16.65 |
193 ± 3.98 |
K+ |
369 ± 2.65 |
370 ± 0.00 |
385 ± 19.63 |
381 ± 12.70 |
370 ± 0.00 |
364 ± 24.98 |
NH3 |
0.50 ± 0.00 |
0.28 ± 0.00 |
0.14 ± 0.00 |
0.13 ± 0.00 |
0.15 ± 0.00 |
0.13 ± 0.00 |
pH |
8.59 ± 0.00 |
8.27 ± 0.02 |
8.17 ± 0.20 |
8.03 ± 0.06 |
8.08 ± 0.10 |
8.34 ± 0.08 |
DO |
4.06 ± 0.05 |
4.08 ± 0.11 |
4.24 ± 0.18 |
5.31 ± 0.33 |
4.87 ± 0.18 |
5.02 ± 0.33 |
Microbe (M) |
1.09 ± 0.03 |
0.25 ± 0.05 |
0.20 ± 0.01 |
0.16 ± 0.01 |
0.17 ± 0.00 |
0.18 ± 0.04 |
Treatment L1 |
||||||
Day |
D1 |
D2 |
D3 |
D4 |
D5 |
D6 |
Na+ |
1700 ± 0.00 |
1167 ± 57.74 |
1200 ± 0.00 |
1333 ± 57.74 |
950 ± 0.00 |
1133 ± 57.74 |
Ca2+ |
161 ± 1.73 |
101 ± 7.81 |
106 ± 6.93 |
123 ± 5.77 |
94 ± 6.00 |
107 ± 11.55 |
NO3- |
189 ± 1.15 |
267 ± 55.08 |
163 ± 15.28 |
193 ± 5.77 |
220 ± 0.00 |
170 ± 0.00 |
K+ |
371 ± 2.08 |
257 ± 5.77 |
267 ± 20.82 |
293 ± 25.17 |
237 ± 5.77 |
277 ± 5.77 |
NH3 |
0.50 ± 0.00 |
0.47 ± 0.00 |
0.37 ± 0.00 |
0.39 ± 0.00 |
0.36 ± 0.00 |
0.23 ± 0.00 |
pH |
8.58 ± 0.02 |
8.07 ± 0.04 |
8.21 ± 0.02 |
8.10 ± 0.07 |
8.03 ± 0.03 |
7.97 ± 0.07 |
DO |
4.13 ± 0.13 |
7.37 ± 0.35 |
7.03 ± 0.09 |
7.45 ± 0.34 |
7.59 ± 0.04 |
7.26 ± 0.24 |
Microbe (M) |
1.09 ± 0.04 |
0.82 ± 0.00 |
0.75 ± 0.03 |
0.69 ± 0.06 |
0.52 ± 0.03 |
0.65 ± 0.06 |
Parameters |
Na+ |
Ca2+ |
NO3- |
K+ |
NH3 |
pH |
DO |
M |
One-Tailed Test |
0.004 |
0.003 |
0.288 |
0.002 |
0.025 |
0.248 |
0.004 |
0.162 |
p-value |
0.050 |
|||||||
Treatment L1 had better water quality compared to Treatment LC as they DO level was higher. This indicated the free and available oxygen dissolved in the water are adequate and able to support aquatic organisms for their physical activities and metabolism as well as decomposition by aerobic microbes. A high DO level in the water system provides good water supply as it was good palatability. Based on table 4.8, the p-value obtained from t-test was 0.00 which was less than 0.05 showed a significant difference between Treatment LC and Treatment L1 as lotus pod was more effective in maintaining and rising DO level to the optimum range.
Water pH that exceeds 8.5 was usually caused by industrial wastes including steel production. These wastes might flow into river water when runoffs from the disposal and abandoned landfills as well as construction sites. High minerals concentration in the water also contributed to high water pH. This eventually increased the COD concentration and declined the DO level as more metals ions organic pollutants were dissolved in the water to be degraded. Mineral precipitation including Na+ and Ca2+ increased the water pH and affect the environmental issues such as reducing the light penetration into the water column as well as overwhelm the population of fish, macrophytes and macro invertebrates [16].
Whereas the concentration of microbes in Treatment LC was approximately 0.18 which was low for decomposition of organic pollutants. Decomposition of organic pollutants would be much slower when the water system has low microbe concentration. This might be due to low concentration of DO and accumulation of organic waste that contributed to low microbe concentration [24]. Lotus pod provided more space and nutrients which enhanced the performance of microbes in decomposition.
Batu Pahat River was in the polluted range where the concentrations of water parameters were exceeded the acceptable range. Besides, the water pH was slightly acidic which was not suitable for most freshwater aquatic organisms to support growth and reproduction. High organic matter present in the water body contributed to low DO level, high ammonia, low pH and high concentration of microbes. To evaluate the efficiency of vessels in water bioremediation, three vessels were tested in Treatment MHL and the results showed EM Mud ball increased the water mineral concentration and COD concentration in the water. Water hyacinth was able to reduce 50% of COD concentration but it can acidify the water when the plant decay as the water pH using water hyacinth was only reaching the border line of 6.5. Whereas lotus pod had the capability to reduce COD concentration, neutralize water pH to optimum level of 7.4.
Vigorous growth of water hyacinth that might contribute to poor water quality was not considered in the next treatment. Combination of EM Mud ball and lotus pod treatment with the ratio of 1:2 had the highest capability in reducing the concentration of NO3- and enhancing microbial growth as they provided sufficient nutrients and space for beneficial microbes to grow which performed the degradation of organic waste. This combination in Treatment ML showed significant difference as compared to Treatment MHL.
Most of the microbes identified in the water samples from Si Hai Long Wang temple were opportunistic pathogenic bacteria if the concentration of the microbe was high which more than 1 was. The bacteria species present in the water sample were gram-negative bacteria including Burkholderia cepacia, Acinetobacter, Enterobacter cloacae, Cronobacter sakazakii, Klebsiella pneumoniae and Enterobacter asburiae. These bacteria might pose serious health effect to both aquatic organisms and human when direct contact with the contaminated water. Hence, the water from Batu Pahat River was not suitable for drinking purpose.
Vessel such as lotus pod in the water filtration system can decrease the water minerals concentration including Na+ , Ca2+ and K+, increase the DO level which is in the range of 5 mg/L to 9 mg/L that able to support wide population of fish as well as spawning and hatchability rate. Moreover, lotus pod can act as buffer agent where it can maintain the pH at approximately 8. Introduction of lotus pod can prevent fluctuation of pH so that the aquatic organism and water quality can be preserved. It also can improve microbe performance as lotus pod has large surface area which providing adequate space and nutrients for microbe to grow and able to perform degradation of organic waste in the water system.
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