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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1934
Design and Fabrication of a Micro-respirometer to Measure the Short-
Term Respiratory Quotient (RQ) of Wastewater Samples
M. S. Rahman1, M. Z. Mousumi2, M. A. A. Sakib2, M. S. A. Fahad2, T. J. CHY2 & N. M. H. Robiul3
1Associate Professor, Department of Civil and Environmental Engineering, Shahjalal University of Science and
Technology, Sylhet, Bangladesh.
2Student, Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology,
Sylhet, Bangladesh.
3Assistant Professor, Department of Civil and Environmental Engineering, Shahjalal University of Science and
Technology, Sylhet, Bangladesh.
----------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - The main objective of the study is to develop a
low-cost wastewater micro-respirometer to determine some
important bioactivity performance indicators such as oxygen
consumption rate (OCR), carbon dioxide evolution rate (CER)
and respiratory quotient(RQ) ofwastewatersamples collected
from effluent treatment plants (ETPs) and other wastewater
sources. The developed apparatuswascomprisedoftwomajor
parts, a reaction chamber and a measuring unit facilitated
with a well type vertical volumeter. Validation of the newly
fabricated respirometer was done by checking the
repeatability of the test results using standard sodium sulfite
deoxygenation method. The qualities of the wastewater
collected from different sources of Sylhet city area of
Bangladesh were characterizedintermsofpH, totalsolid(TS),
total dissolved solid (TDS) and chemical oxygen demand
(COD). Finally, five wastewater samples (both municipal and
industrial type) covering low range COD were tested for three
hours of incubation period to obtain respirograms for
calculating OCR, CERandRQunderroomtemperature. Similar
fashion of experiments were conducted with another five
wastewater samples covering high range COD. Samples
originated from a pharmaceutical industry under high range
COD category had shown highest value of CER (4.1 mg/L.min)
and the corresponding RQ was constantly above one. Under
low range category mixed type wastewater samples had
shown the highest RQ (3.5). However, using the device ETP
personnel could make a rough idea about the type of influent
wastewater and subsequent follow-up steps could be
formulated and maintained during plant operation.
Key Words: Oxygen consumption rate, Carbon dioxide
evolution rate, Effluent treatment plant, Low-cost,
Manometer, Respirometer, Respirogram, Respiratory
quotient, Wastewater.
1. INTRODUCTION
In our country, biochemical oxygen demand (BOD) is being
used as a unique wastewater quality index from academic to
industrial level for both design and operation of effluent
treatment plants (ETPs). Therefore, it is very important to
develop a relatively faster and cost-effective way for
understandingthebiodegradationphenomena thataretaken
placed in a reaction tank of an ETP [1, 2, 3]. Respiration is
generally considered as a general measure of the microbial
activity [4, 5]. Therefore, the respiration process and its
qualitative and quantitative phenomena couldbeaneffective
indicator of the on-going condition of a typical
biodegradation process. Respirometric parameters such as
cumulativeoxygenconsumption(COC),oxygenconsumption
rate (OCR), cumulative carbon-dioxide evolution (CCE),
carbon dioxide evolution rate (CER) and respiratory
quotient (RQ) can ascertain the presence of organicmatters,
microbes and respiration type present in wastewater by
observing microbial activities [4,5,6].These parameterscan
provide a reliable and scientifically sound assessment of
biodegradable criteria. Oxygen consumption and carbon
dioxide emission are directly associated with both biomass
growth and substrate removal [7, 8]. It can be considered as
one of the most important information sources in activated
sludge process modelling and processcontrol.Respirometry
is used to assess wastewater toxicity to heterotrophic and
nitrifying bacteria in activated sludge [9]. Respirometry is a
direct method for measuring sludgeactivityandthustoxicity
to sludge [10]. The method for analysing wastewater based
on Respirometry and COD is comparatively new to the
dominant part of higher educational institutions in
Bangladesh. From this research different parameters as
stated earlier like OCR, COC, CER, CCE, RQ and COD can be
known which will give a clear picture about the
concentration of organic matters and biodegradation status
of wastewater under some treatment. Thus, the main
objective of the study is to develop a low-cost wastewater
micro-respirometer (named as ‘Waste respirometer’) to
determine some important respirometric parameters such
as oxygen consumption rate (OCR),carbondioxideevolution
rate (CER) and respiratory quotient (RQ) of wastewater
samples. This study can present an improved quick test
protocol for analysing wastewater with locally available
materials and technology.
2. RESEARCH METHODOLOGY
Before starting design and fabrication of the present
respirometer, a survey was done to find the existing devices
in the market and nearby laboratories. After thata prototype
device was built to test the feasibility of the concept and
device as well (Figure 1). Then final fabrication of the device
was done following standard fabrication process (Figure 2
and Figure 3).
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1935
Fig -1: Design approach for the fabrication of the device
Fig -2: Fabrication approach of the device
Fig -3: Fabricated ‘Waste Respirometer’
2.1 Technical specifications
Technical provisions that were embedded in the model
are pointed out in the following Table 1.
Table -1: Technical specifications of the present device
‘Waste Respirometer’
Features Description
Measuring
principle
Volumetric and/ or manometric
Reactor volume 600 ml
Power supply 110-220 V (AC), 50/60 Hz [12 V DC]
Stirrer speed 0-4100 rpm
Weight 3 kg (Approx.)
Manometric liquid Diluted methyl orange
2.2 Validation of the ‘Waste Respirometer’
Validation of the test results obtained from different
experiments was done by repeatability test and expressedin
terms of standard deviations. Repeatability is the
measurement of variability found when the same sample is
tested by the sameoperator.Thecurrentdevicesatisfactorily
produced repeated data with a good precision for a set of
experiments performed. A control test with sodium sulfite
(Na2SO3) solution in presence of cobalt chloride (CoCl2) was
done to assess the precision of the instrument [11]. Sodium
sulfite functions as oxygen scavenger in presence of cobalt
chloride within the reactor of the respirometer and total
oxygen consumption was monitored from the manometer
readings. The results of sucha precision testare presentedin
Table 2. From the test results it is found that the relative
standard deviation is only 3.44% and 3.15% respectively,
which fairly proves the preciseness of the machine data.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1936
Table -2: Repeatability checks of the test results obtain
from the present device
Respiro-
meter
No.
Test
no.
Total
Oxygen
Uptake,
mL
Mean
Standar
d
deviatio
n
Relative
Standard
deviatio
n, %
No. 1
1 4.3
4.275 0.147 3.44
2 4.5
3 4.2
4 4.1
No. 2
1 4.2
4.125 0.129 3.15
2 4.3
3 4
4 4
2.3 Operation of the device
The following steps were generally followed to run a test
sample using this ‘Waste respirometer’.
1. At first, all joints and connections were made
perfectly airtight.
2. Then leakage test was performed to check any
leakage in the system.
3. Weight and volume of sample were determined.
4. Then sample was placed in the reactor.
5. Remaining air volume of reactor was determined.
6. Magnetic stirrer bar was placed in reactor.
7. 10-20 pellets of KOH were placed in CO2 scrubber
chamber.
8. The gas stopper was adjusted in such a way so that
the reactor was directly connected to the
manometer.
9. The magnetic stirrer was turned on.
10. Manometer readings were observed and tabulated
for further analysis.
11. OUR, COU, RQ, CCE, CER was calculated using
different working formula as stated in the inside of
the report.
Along with the above steps, room temperature, sample
temperature and humidity were also measured. For the
characterization of the wastewater samples some specific
parameters suchas the totalsolid, dissolvedsolid,pH,CODof
the samples were measured at the starting time of
experiment.
3. Results and Discussions
The qualities of the wastewater collected from different
municipal and industrial sources were characterized in
terms of pH, total solid (TS), total dissolved solid (TDS) and
chemical oxygen demand (COD) according to the standard
analytical methods. Finally, five wastewater samples (both
municipal and industrial type) coveringlow rangeCODwere
tested in the respirometer for three hours of incubation
period to obtain respirograms for calculating OCR, CER and
RQ under room temperature. Similar fashionof experiments
was conducted with another five wastewater samples
covering high range COD. Low range samples were collected
from different sources within the SUST campus because of
the greater possibility of getting low range COD value. All
these five samples were markedasLRS-1,LRS-2,LRS-3,LRS-
4 and LRS-5. On the other hand, high range samples were
collected from different sources around the BSCIC area
Khadim Nagar, Sylhet because of the greater possibility of
getting high range COD value. All these five samples were
marked as HRS-1, HRS-2, HRS-3, HRS-4 and HRS-5.
All the output respirograms of the tested wastewater
samples for both low range COD and high range COD
category is presented in the Figure 4. It is seen that the first
peaks were detected at early stage of experiment in both
case of OCR and CER. These peaks indicate that the
respiration rates of samples were high in these points.
Gradually, with the increase of time, the respiration rates
were decreased. Sometimes OCR and CER value had shown
some small peaks which indicate that respiration activity of
the samples were intermittent type. Sometimes respiration
was at high rate and some other time at lower rate. Since,
there was sufficient amount of oxygen inside the reactor at
the initial time, therefore respiration response in the
beginning of the test was high. But as long as inside oxygen
dropped down, the respiration rate also decreased.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1937
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1938
Chart -1: Respirograms of the wastewater samples for low
range COD and high range COD
Samples originated from a pharmaceutical industry(HRS-2)
under high range COD category had shown highest value of
CER (4..1 mg/L.min) and the corresponding RQ was
constantly above one. Under low rangecategorywastewater
samples collected from the canal behind the academic
building ‘B’ (LRS-2 mixed type) had shown the highest RQ
value (3.5). However, irregular pattern of RQ for some
samples revealed that these samples were composed of
mixed type substrates. In most analyses CER was found
higher than OCR because of thepresenceofanaerobicmicro-
organisms whichregulatedanaerobic respiration.During the
ending period of experiment LRS-1, LRS-2, LRS-4, HRS-3,
HRS-5 had only CER response, OCR was around zero.
Because after consuming the whole oxygen available in the
reactor aerobic respiration stops,onlyanaerobic respiration
prevailed.
It may be concluded from the above scenario that for low
range COD category the cumulative oxygen consumption
(COC) due to degradation of the biodegradable organic
matters was found about 12-43% of the total chemical
oxygen demand (Table 3). This reveals that the samples
were deficient in viable biomass. On the other hand, for high
range COD category this percentage was very much lower,
only 0.05-11.50%. It means that these samples were in huge
deficiency of viable biomass in comparison to their organic
load in the sample. Moreover, it also indicates that if
sufficient supply of oxygen could ensure then the
biodegradability of the wastewater may also be increased.
Table -3: Percent biodegradability in 3 hrs of incubation
degraded by inborn microbes
Sample
no.
Sample
ID
CODinitial
(mg/L)
COC
(mg/L)
Biodegrada
bility (%)
1 LRS-1 177 28 15.82
2 LRS-2 189 23 12.17
3 LRS-3 161 44 27.33
4 LRS-4 130 57 43.85
5 LRS-5 196 50 25.51
1 HRS-1 11038 53 0.05
2 HRS-2 6617 112 1.69
3 HRS-3 322 37 11.50
4 HRS-4 4510 25 0.55
5 HRS-5 3850 97 2.52
However, respirometric outcomes achieved in the study
were satisfactorily found in the same order as those by
previous authors [3, 4, 5].
4. CONCLUSION
This work proposed a unique idea to design cost-effective,
good performance respirometer in the laboratory from
locally available materials. The developed ‘Waste
Respirometer’ could trace both theoxygenconsumptionand
carbon dioxide evolution at the same time in a typical
biodegradation process. The biomonitoring parameters
(COC, CCE, OCR, CER and RQ) proposed in the study could be
used in various decision and policy making activities
concerning biodegradation of different test substrates and
design, operation and management of ETP. However, using
the device ETP personnel could make a rough idea about the
type of influent wastewater and subsequent follow-up steps
could be formulated and maintainedthroughthecontinuous
monitoring of respiratory quotient of the representing test
samples collected from the plant.
ACKNOWLEDGEMENT
This study was supported by the research grants (period
2017-18) awarded by the SUST Research Centerof Shahjalal
University of Science and Technology, Sylhet, Bangladesh.
REFERENCES
[1] H. Spanjers and P. Vanrolleghem, “Respirometry as a
tool for rapid characterization of wastewater and
activated sludge.” Water Science and Technology, vol.
31(2), 1995,pp. 105-114.
[2] J.C. Young, “Fundamentals of Respirometry: Instrument
Types and Basis of Operation.” Proc.51st Ind. Waste
Conf, Purdue University. West Lafayette, Ind., 46. 1997
[3] J.C. Young, and R.M. Cowan, “Respirometry for
environmental science and engineering.”SJEnterprises,
PO Box 1623, Springdale, AR 72764, USA. 2004
[4] M.S. Rahman and M.A. Islam, “Design, fabrication and
application of cost-effective respirometers in
environmental biomonitoring.” PhD Thesis, Shahjalal
University of Science and Technology, Sylhet,
Bangladesh, 2015
[5] M.S. Rahman and M.A. Islam, “A simple cost-effective
manometric respirometer: design and application in
wastewater biomonitoring.” Applied WaterScience,vol.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1939
5(3), 2015, pp.241-252.DOI10.1007/s13201-
014-0185-7
[6] A. Rahman and A.H. Jabed, “Design, fabrication and
application of a low-cost micro-respirometer.” B.Sc.
Engineering Thesis, Shahjalal University of Science and
Technology, Sylhet, Bangladesh, 2015
[7] A.P. Zeng, T.G. Byun, C. Posten, W.D. Deckwer (1994).
“Use of respiratory quotient as a control parameter for
optimum oxygen supply and scale-up of 2, 3-butanediol
production under microaerobic conditions.”
Biotechnology and Bioengineering, vol. 44(9), 1994,
pp. 1107-1114.
[8] P.A. Vanrolleghem, “Principles of respirometry in
activated sludge wastewater treatment.” Paper
presented at the Proceedings International Workshop
on Recent Development in Respirometry for
Wastewater Treatment Plant Monitoring and Control,
Oct. 2002
[9] S. Hartmann, H. Skrobankova and J. Drozdova,
“Inhibition of activated sludge respiration by heavy
metals.” Proceedings of the International Conferenceon
Environment, Energy, Ecosystems and Development,
2013.
[10] S. Ren, “Assessing wastewater toxicity to activated
sludge: recent research and developments.”
Environment International, vol. 30(8), Mar.
2004, pp. 1151-1164.
[11] M. Kessick, “The calibration of closed‐end manometric
biochemical oxygen demand respirometers.”
Biotechnology and bioengineering, vol. 18(4), 1976,
pp. 595-598.
BIOGRAPHIES
Mohammad Shahidur Rahman is
an associate professor in the
department of Civil and
Environmental Engineering at
Shahjalal University of Scienceand
Technology, Sylhet, Bangladesh.
His PhD research title was"Design,
Fabrication and Application of
Cost-effective Respirometers in
Environmental Biomonitoring".He
became expertise in instrument
design and fabrication in relation
to various Civil and environmental
Engineering fields. He has already
granted a patent on a
biomonitoring tool called
“BIOSUST Respirometer”.
Moreover, he has developed a low-
cost jar test apparatus, a field vane
shear test apparatus, a peristaltic
pump, a micro-scanner to measure
microbial metabolism etc. His
areas of interest and research are
in the instrument design and
fabrication, tools and method
development, numerical methods
and modeling, physical modeling,
bioprocess engineering,
environmental biomonitoring,geo-
environmental modeling.
Marzana Zisan Mousumi holds a
BSc. (engg.) degree in Civil and
Environmental Engineering from
Shahjalal University of Scienceand
Technology. Her BSc thesis was on
“Development of a respirometry
and COD based rapid experimental
protocol for analyzing wastewater
sample.” Her areas of interest and
research are in the low-cost
environmental monitoring and
treatment, advance and modern
technology for structural control
system.
Md. Ashik Ahmed Sakib holds a
BSc. (engg.) degree in Civil and
Environmental Engineering from
Shahjalal University of Scienceand
Technology. His BSc thesis was on
“Development of a respirometry
and COD based rapid experimental
protocol for analyzing wastewater
sample.” His areas of interest and
research are in the low-cost
environmental monitoring and
treatment.
Md.Sadman Al Fahad holds a BSc.
(engg.) degree in Civil and
Environmental Engineering from
Shahjalal University of Scienceand
Technology. His BSc thesis was on
“Development of an electro-
resistivity based wastewater
analyzer for indirect estimation of
COD, TDS, turbidity and dissolved
CO2.” His areas of interest and
research are in the low-cost
environmental monitoring and
treatment, Sustainable
environmental engineering.
TAREQ JAMALCHYisgraduatedon
Civil and Environmental
Engineering from Shahjalal
University of Science and
Technology, Sylhet. His
undergraduate thesis title was
“Development of an electro-
resistivity based wastewater
analyzer for indirect estimation of
COD, TDS, turbidity, and dissolved
carbon dioxide.” His interested
research areas are hydro
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1940
informatics, methods and tools
development, analytical and
numerical modeling, sustainable
urban water management,fateand
transport of pollutant in waterand
sediment.
Nur Md. Robiul Hoque is an
Assistant Professor of Civil and
Environmental Engineering
department of Shahjalal University
of Science and Technology. He has
completed BSc from this
department in 2013. His areas of
interest and research are in the
soil stabilization, slope
improvement techniques, soil-
fluid-structure interaction,
stability of high slopes in residual
soils and application of electrical
processes for the dewatering,
erosion of river bank,
embankments construction using
stone column, hydrologic
modeling.

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  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1934 Design and Fabrication of a Micro-respirometer to Measure the Short- Term Respiratory Quotient (RQ) of Wastewater Samples M. S. Rahman1, M. Z. Mousumi2, M. A. A. Sakib2, M. S. A. Fahad2, T. J. CHY2 & N. M. H. Robiul3 1Associate Professor, Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology, Sylhet, Bangladesh. 2Student, Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology, Sylhet, Bangladesh. 3Assistant Professor, Department of Civil and Environmental Engineering, Shahjalal University of Science and Technology, Sylhet, Bangladesh. ----------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The main objective of the study is to develop a low-cost wastewater micro-respirometer to determine some important bioactivity performance indicators such as oxygen consumption rate (OCR), carbon dioxide evolution rate (CER) and respiratory quotient(RQ) ofwastewatersamples collected from effluent treatment plants (ETPs) and other wastewater sources. The developed apparatuswascomprisedoftwomajor parts, a reaction chamber and a measuring unit facilitated with a well type vertical volumeter. Validation of the newly fabricated respirometer was done by checking the repeatability of the test results using standard sodium sulfite deoxygenation method. The qualities of the wastewater collected from different sources of Sylhet city area of Bangladesh were characterizedintermsofpH, totalsolid(TS), total dissolved solid (TDS) and chemical oxygen demand (COD). Finally, five wastewater samples (both municipal and industrial type) covering low range COD were tested for three hours of incubation period to obtain respirograms for calculating OCR, CERandRQunderroomtemperature. Similar fashion of experiments were conducted with another five wastewater samples covering high range COD. Samples originated from a pharmaceutical industry under high range COD category had shown highest value of CER (4.1 mg/L.min) and the corresponding RQ was constantly above one. Under low range category mixed type wastewater samples had shown the highest RQ (3.5). However, using the device ETP personnel could make a rough idea about the type of influent wastewater and subsequent follow-up steps could be formulated and maintained during plant operation. Key Words: Oxygen consumption rate, Carbon dioxide evolution rate, Effluent treatment plant, Low-cost, Manometer, Respirometer, Respirogram, Respiratory quotient, Wastewater. 1. INTRODUCTION In our country, biochemical oxygen demand (BOD) is being used as a unique wastewater quality index from academic to industrial level for both design and operation of effluent treatment plants (ETPs). Therefore, it is very important to develop a relatively faster and cost-effective way for understandingthebiodegradationphenomena thataretaken placed in a reaction tank of an ETP [1, 2, 3]. Respiration is generally considered as a general measure of the microbial activity [4, 5]. Therefore, the respiration process and its qualitative and quantitative phenomena couldbeaneffective indicator of the on-going condition of a typical biodegradation process. Respirometric parameters such as cumulativeoxygenconsumption(COC),oxygenconsumption rate (OCR), cumulative carbon-dioxide evolution (CCE), carbon dioxide evolution rate (CER) and respiratory quotient (RQ) can ascertain the presence of organicmatters, microbes and respiration type present in wastewater by observing microbial activities [4,5,6].These parameterscan provide a reliable and scientifically sound assessment of biodegradable criteria. Oxygen consumption and carbon dioxide emission are directly associated with both biomass growth and substrate removal [7, 8]. It can be considered as one of the most important information sources in activated sludge process modelling and processcontrol.Respirometry is used to assess wastewater toxicity to heterotrophic and nitrifying bacteria in activated sludge [9]. Respirometry is a direct method for measuring sludgeactivityandthustoxicity to sludge [10]. The method for analysing wastewater based on Respirometry and COD is comparatively new to the dominant part of higher educational institutions in Bangladesh. From this research different parameters as stated earlier like OCR, COC, CER, CCE, RQ and COD can be known which will give a clear picture about the concentration of organic matters and biodegradation status of wastewater under some treatment. Thus, the main objective of the study is to develop a low-cost wastewater micro-respirometer (named as ‘Waste respirometer’) to determine some important respirometric parameters such as oxygen consumption rate (OCR),carbondioxideevolution rate (CER) and respiratory quotient (RQ) of wastewater samples. This study can present an improved quick test protocol for analysing wastewater with locally available materials and technology. 2. RESEARCH METHODOLOGY Before starting design and fabrication of the present respirometer, a survey was done to find the existing devices in the market and nearby laboratories. After thata prototype device was built to test the feasibility of the concept and device as well (Figure 1). Then final fabrication of the device was done following standard fabrication process (Figure 2 and Figure 3).
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1935 Fig -1: Design approach for the fabrication of the device Fig -2: Fabrication approach of the device Fig -3: Fabricated ‘Waste Respirometer’ 2.1 Technical specifications Technical provisions that were embedded in the model are pointed out in the following Table 1. Table -1: Technical specifications of the present device ‘Waste Respirometer’ Features Description Measuring principle Volumetric and/ or manometric Reactor volume 600 ml Power supply 110-220 V (AC), 50/60 Hz [12 V DC] Stirrer speed 0-4100 rpm Weight 3 kg (Approx.) Manometric liquid Diluted methyl orange 2.2 Validation of the ‘Waste Respirometer’ Validation of the test results obtained from different experiments was done by repeatability test and expressedin terms of standard deviations. Repeatability is the measurement of variability found when the same sample is tested by the sameoperator.Thecurrentdevicesatisfactorily produced repeated data with a good precision for a set of experiments performed. A control test with sodium sulfite (Na2SO3) solution in presence of cobalt chloride (CoCl2) was done to assess the precision of the instrument [11]. Sodium sulfite functions as oxygen scavenger in presence of cobalt chloride within the reactor of the respirometer and total oxygen consumption was monitored from the manometer readings. The results of sucha precision testare presentedin Table 2. From the test results it is found that the relative standard deviation is only 3.44% and 3.15% respectively, which fairly proves the preciseness of the machine data.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1936 Table -2: Repeatability checks of the test results obtain from the present device Respiro- meter No. Test no. Total Oxygen Uptake, mL Mean Standar d deviatio n Relative Standard deviatio n, % No. 1 1 4.3 4.275 0.147 3.44 2 4.5 3 4.2 4 4.1 No. 2 1 4.2 4.125 0.129 3.15 2 4.3 3 4 4 4 2.3 Operation of the device The following steps were generally followed to run a test sample using this ‘Waste respirometer’. 1. At first, all joints and connections were made perfectly airtight. 2. Then leakage test was performed to check any leakage in the system. 3. Weight and volume of sample were determined. 4. Then sample was placed in the reactor. 5. Remaining air volume of reactor was determined. 6. Magnetic stirrer bar was placed in reactor. 7. 10-20 pellets of KOH were placed in CO2 scrubber chamber. 8. The gas stopper was adjusted in such a way so that the reactor was directly connected to the manometer. 9. The magnetic stirrer was turned on. 10. Manometer readings were observed and tabulated for further analysis. 11. OUR, COU, RQ, CCE, CER was calculated using different working formula as stated in the inside of the report. Along with the above steps, room temperature, sample temperature and humidity were also measured. For the characterization of the wastewater samples some specific parameters suchas the totalsolid, dissolvedsolid,pH,CODof the samples were measured at the starting time of experiment. 3. Results and Discussions The qualities of the wastewater collected from different municipal and industrial sources were characterized in terms of pH, total solid (TS), total dissolved solid (TDS) and chemical oxygen demand (COD) according to the standard analytical methods. Finally, five wastewater samples (both municipal and industrial type) coveringlow rangeCODwere tested in the respirometer for three hours of incubation period to obtain respirograms for calculating OCR, CER and RQ under room temperature. Similar fashionof experiments was conducted with another five wastewater samples covering high range COD. Low range samples were collected from different sources within the SUST campus because of the greater possibility of getting low range COD value. All these five samples were markedasLRS-1,LRS-2,LRS-3,LRS- 4 and LRS-5. On the other hand, high range samples were collected from different sources around the BSCIC area Khadim Nagar, Sylhet because of the greater possibility of getting high range COD value. All these five samples were marked as HRS-1, HRS-2, HRS-3, HRS-4 and HRS-5. All the output respirograms of the tested wastewater samples for both low range COD and high range COD category is presented in the Figure 4. It is seen that the first peaks were detected at early stage of experiment in both case of OCR and CER. These peaks indicate that the respiration rates of samples were high in these points. Gradually, with the increase of time, the respiration rates were decreased. Sometimes OCR and CER value had shown some small peaks which indicate that respiration activity of the samples were intermittent type. Sometimes respiration was at high rate and some other time at lower rate. Since, there was sufficient amount of oxygen inside the reactor at the initial time, therefore respiration response in the beginning of the test was high. But as long as inside oxygen dropped down, the respiration rate also decreased.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1937
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1938 Chart -1: Respirograms of the wastewater samples for low range COD and high range COD Samples originated from a pharmaceutical industry(HRS-2) under high range COD category had shown highest value of CER (4..1 mg/L.min) and the corresponding RQ was constantly above one. Under low rangecategorywastewater samples collected from the canal behind the academic building ‘B’ (LRS-2 mixed type) had shown the highest RQ value (3.5). However, irregular pattern of RQ for some samples revealed that these samples were composed of mixed type substrates. In most analyses CER was found higher than OCR because of thepresenceofanaerobicmicro- organisms whichregulatedanaerobic respiration.During the ending period of experiment LRS-1, LRS-2, LRS-4, HRS-3, HRS-5 had only CER response, OCR was around zero. Because after consuming the whole oxygen available in the reactor aerobic respiration stops,onlyanaerobic respiration prevailed. It may be concluded from the above scenario that for low range COD category the cumulative oxygen consumption (COC) due to degradation of the biodegradable organic matters was found about 12-43% of the total chemical oxygen demand (Table 3). This reveals that the samples were deficient in viable biomass. On the other hand, for high range COD category this percentage was very much lower, only 0.05-11.50%. It means that these samples were in huge deficiency of viable biomass in comparison to their organic load in the sample. Moreover, it also indicates that if sufficient supply of oxygen could ensure then the biodegradability of the wastewater may also be increased. Table -3: Percent biodegradability in 3 hrs of incubation degraded by inborn microbes Sample no. Sample ID CODinitial (mg/L) COC (mg/L) Biodegrada bility (%) 1 LRS-1 177 28 15.82 2 LRS-2 189 23 12.17 3 LRS-3 161 44 27.33 4 LRS-4 130 57 43.85 5 LRS-5 196 50 25.51 1 HRS-1 11038 53 0.05 2 HRS-2 6617 112 1.69 3 HRS-3 322 37 11.50 4 HRS-4 4510 25 0.55 5 HRS-5 3850 97 2.52 However, respirometric outcomes achieved in the study were satisfactorily found in the same order as those by previous authors [3, 4, 5]. 4. CONCLUSION This work proposed a unique idea to design cost-effective, good performance respirometer in the laboratory from locally available materials. The developed ‘Waste Respirometer’ could trace both theoxygenconsumptionand carbon dioxide evolution at the same time in a typical biodegradation process. The biomonitoring parameters (COC, CCE, OCR, CER and RQ) proposed in the study could be used in various decision and policy making activities concerning biodegradation of different test substrates and design, operation and management of ETP. However, using the device ETP personnel could make a rough idea about the type of influent wastewater and subsequent follow-up steps could be formulated and maintainedthroughthecontinuous monitoring of respiratory quotient of the representing test samples collected from the plant. ACKNOWLEDGEMENT This study was supported by the research grants (period 2017-18) awarded by the SUST Research Centerof Shahjalal University of Science and Technology, Sylhet, Bangladesh. REFERENCES [1] H. Spanjers and P. Vanrolleghem, “Respirometry as a tool for rapid characterization of wastewater and activated sludge.” Water Science and Technology, vol. 31(2), 1995,pp. 105-114. [2] J.C. Young, “Fundamentals of Respirometry: Instrument Types and Basis of Operation.” Proc.51st Ind. Waste Conf, Purdue University. West Lafayette, Ind., 46. 1997 [3] J.C. Young, and R.M. Cowan, “Respirometry for environmental science and engineering.”SJEnterprises, PO Box 1623, Springdale, AR 72764, USA. 2004 [4] M.S. Rahman and M.A. Islam, “Design, fabrication and application of cost-effective respirometers in environmental biomonitoring.” PhD Thesis, Shahjalal University of Science and Technology, Sylhet, Bangladesh, 2015 [5] M.S. Rahman and M.A. Islam, “A simple cost-effective manometric respirometer: design and application in wastewater biomonitoring.” Applied WaterScience,vol.
  • 6. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1939 5(3), 2015, pp.241-252.DOI10.1007/s13201- 014-0185-7 [6] A. Rahman and A.H. Jabed, “Design, fabrication and application of a low-cost micro-respirometer.” B.Sc. Engineering Thesis, Shahjalal University of Science and Technology, Sylhet, Bangladesh, 2015 [7] A.P. Zeng, T.G. Byun, C. Posten, W.D. Deckwer (1994). “Use of respiratory quotient as a control parameter for optimum oxygen supply and scale-up of 2, 3-butanediol production under microaerobic conditions.” Biotechnology and Bioengineering, vol. 44(9), 1994, pp. 1107-1114. [8] P.A. Vanrolleghem, “Principles of respirometry in activated sludge wastewater treatment.” Paper presented at the Proceedings International Workshop on Recent Development in Respirometry for Wastewater Treatment Plant Monitoring and Control, Oct. 2002 [9] S. Hartmann, H. Skrobankova and J. Drozdova, “Inhibition of activated sludge respiration by heavy metals.” Proceedings of the International Conferenceon Environment, Energy, Ecosystems and Development, 2013. [10] S. Ren, “Assessing wastewater toxicity to activated sludge: recent research and developments.” Environment International, vol. 30(8), Mar. 2004, pp. 1151-1164. [11] M. Kessick, “The calibration of closed‐end manometric biochemical oxygen demand respirometers.” Biotechnology and bioengineering, vol. 18(4), 1976, pp. 595-598. BIOGRAPHIES Mohammad Shahidur Rahman is an associate professor in the department of Civil and Environmental Engineering at Shahjalal University of Scienceand Technology, Sylhet, Bangladesh. His PhD research title was"Design, Fabrication and Application of Cost-effective Respirometers in Environmental Biomonitoring".He became expertise in instrument design and fabrication in relation to various Civil and environmental Engineering fields. He has already granted a patent on a biomonitoring tool called “BIOSUST Respirometer”. Moreover, he has developed a low- cost jar test apparatus, a field vane shear test apparatus, a peristaltic pump, a micro-scanner to measure microbial metabolism etc. His areas of interest and research are in the instrument design and fabrication, tools and method development, numerical methods and modeling, physical modeling, bioprocess engineering, environmental biomonitoring,geo- environmental modeling. Marzana Zisan Mousumi holds a BSc. (engg.) degree in Civil and Environmental Engineering from Shahjalal University of Scienceand Technology. Her BSc thesis was on “Development of a respirometry and COD based rapid experimental protocol for analyzing wastewater sample.” Her areas of interest and research are in the low-cost environmental monitoring and treatment, advance and modern technology for structural control system. Md. Ashik Ahmed Sakib holds a BSc. (engg.) degree in Civil and Environmental Engineering from Shahjalal University of Scienceand Technology. His BSc thesis was on “Development of a respirometry and COD based rapid experimental protocol for analyzing wastewater sample.” His areas of interest and research are in the low-cost environmental monitoring and treatment. Md.Sadman Al Fahad holds a BSc. (engg.) degree in Civil and Environmental Engineering from Shahjalal University of Scienceand Technology. His BSc thesis was on “Development of an electro- resistivity based wastewater analyzer for indirect estimation of COD, TDS, turbidity and dissolved CO2.” His areas of interest and research are in the low-cost environmental monitoring and treatment, Sustainable environmental engineering. TAREQ JAMALCHYisgraduatedon Civil and Environmental Engineering from Shahjalal University of Science and Technology, Sylhet. His undergraduate thesis title was “Development of an electro- resistivity based wastewater analyzer for indirect estimation of COD, TDS, turbidity, and dissolved carbon dioxide.” His interested research areas are hydro
  • 7. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1940 informatics, methods and tools development, analytical and numerical modeling, sustainable urban water management,fateand transport of pollutant in waterand sediment. Nur Md. Robiul Hoque is an Assistant Professor of Civil and Environmental Engineering department of Shahjalal University of Science and Technology. He has completed BSc from this department in 2013. His areas of interest and research are in the soil stabilization, slope improvement techniques, soil- fluid-structure interaction, stability of high slopes in residual soils and application of electrical processes for the dewatering, erosion of river bank, embankments construction using stone column, hydrologic modeling.