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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 270
ANALYSIS AND DESIGN OF ZERO SEWAGE DISCHARGE SYSTEM FOR
MODEL TOWNSHIP
Ninad B. Bhalerao1
, A. R. Kambekar2
1
PG. Student, Const. Management, 2
Assistant Professor, CED, SPCE Andheri (W), Mumbai 400058, Maharashtra
boivali@yahoo.com
Abstract
The ability of aquatic macrophytes to accumulate large quantities of nutrients from their environment is well documented. Reed Bed
Combination Techniques for the treatment of the different types of wastewater have been used by several Researchers / Scientists all
over the world. This concept has the potential to achieve a zero discharge wastewater treatment system. Man has always reached for
technology for development. He insists it will bring higher levels of progress. But doesn’t have the patience to study the slow-growing
plants nor does he understands the natural cycles. Schoenoplectus lacustris (L.), Palla (old designation Scirpus lacustris) species is
capable of “removing large quantities of organic and inorganic substances from contaminated waters” proved by the research of Dr.
Kaethe Seidel in 1953 [5]. She had also shown that they take up large quantities of Ballast substances including Cobalt, Copper,
Nickel and Manganese from sewage water and other higher plants, including the common reed, Phragmites communis Trin, are
capable of drying out and mineralizing assorted sludge combinations which are difficult to remove. The almost water-free residues
contain very little if any dangerous bacteria. This technique is an Engineered Wetland System developed on the principle of Natural
Wetland. This paper will discuss the potential widespread of similar systems where there is no infrastructure for Municipal waste
Disposal. The Development of an appropriate Zero Discharge wastewater facility has the potential to address the source of
Environmental pollution in India.
Keywords: reed beds, population equivalent, evapotranspiration, infiltration-percolation beds, Constructed Wetlands,
Elephant Grasses, Cattails
---------------------------------------------------------------------***---------------------------------------------------------------------
1. INTRODUCTION
Practicing zero waste means moving toward a target in which
all materials are used to their utmost potential, and the needs
of human beings are integrated into a system that also protects
the environment while ensuring that nothing goes to waste. It
is same as achieving zero defect goals for manufacturing, or
zero injury goals in the workplace especially in the
Construction Sites.
Various Researchers have demonstrated the importance of
naturally growing plants which help in breaking down
complex substances, converting toxic into non-toxic
substances, destroying pathogens, viruses, pumping oxygen,
removing oil spills, controlling the pH values, helping to
increase the groundwater and most importantly actively and
naturally transforming waste water into drinking water. This
all is achieved by a simple process of photosynthesis which is
known to even a school going kid.
The use of Constructed Wetlands to treat effluents is not a new
idea. Reeds are rough grasses growing in wet places. Reed
beds can be treated as a natural and inexpensive treatment for
domestic, agriculture, industrial, etc. wastes. This system can
be built for a single household as well as group of households
typically at a very low cost. The basic working of the system
is that the Wastewater passes through the Reed Bed and
cleaner water exits the system at the same level of entry.
Absolutely no electricity or any heavy machineries are
required as this system works under the force of gravity. The
Effluent to be treated is directly beneath the soil surface and
hence no chances of standing pools or mosquitoes or foul
odour. The depth of the System varies from 0.5m to 2.0m.
The Project which is considered as a Model Township is
“Dream City” in the Village Boisar, District – Thane,
Maharashtra. This Project is considered since there is no
Municipal Sewer where the Domestic waste generated on a
Daily basis can be disposed off. The Plot Area is 1,15,750
sq.mts. and the Total Population estimated is 11,340. The
Total Waste water generated is estimated at 1030 Kilo
litres/day.
2. METHODOLOGY ADOPTED
The Methodology adopted is to formulate a Model Township
to study the actual Sewage Discharge generated from daily
Domestic use. The Reed Bed System is designed to achieve a
Zero Discharge target where the waste water generated is
treated for reuse. The Conventional Sewage Treatment Plant is
IJRET: International Journal of Research in Engineering and Technology
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @
considered for the study purpose of comparison of the Quality
and the Overall Costs i.e. Capital Cost and the Operation and
Maintenance Cost. The Quality of Treated and Untreated
Waste water are compared to prove the effectivity of the Reed
Bed System. Locally available Plant Species are being
considered for the Design of the Reed Bed System.
Table1. Waste Water Characteristics Before and After Treatment by Reed Bed System
Sr. No. Sewage Characteristics
1 pH
2 Biological Oxygen Demand (mg/lit)
3 Chemical Oxygen Demand (mg/lit)
4 Total Suspended Solids (mg/lit)
5 Nitrogen (mg/lit)
6 Phosphorous (mg/lit)
7 Fecal Coliform (colonies/100ml)
Sr.
No.
Particulars
1
Sewage Treatment
– STP
2
Constructed Wetlands
System
Total
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319
_____________________________________________________________
2013, Available @ http://www.ijret.org
considered for the study purpose of comparison of the Quality
st and the Operation and
Maintenance Cost. The Quality of Treated and Untreated
Waste water are compared to prove the effectivity of the Reed
Bed System. Locally available Plant Species are being
considered for the Design of the Reed Bed System.
Figure 1: Basic Reed bed Design (Lateral View)
Waste Water Characteristics Before and After Treatment by Reed Bed System
Sewage Characteristics Untreated Treated
7.0 – 8.0 6.5 – 7.5
Biological Oxygen Demand (mg/lit) 250 – 300 < 20
Chemical Oxygen Demand (mg/lit) 350 – 400 < 250
Total Suspended Solids (mg/lit) 150 – 250 < 20
25 -35 < 10
Phosphorous (mg/lit) 2.5 – 4.0 < 1.5
Coliform (colonies/100ml) 3x107 – 4.5x107 < 2X106
Table2. Environment Management Cost
Capital Cost
(In Lakhs
Rs.)
Operation and
Maintenance Cost
(In Lakhs Rs.)
% Cost Savings
(In Lakhs Rs.)
Capital
Cost
Treatment Plant
220 25
56%
Constructed Wetlands
95 5
315 30
eISSN: 2319-1163 | pISSN: 2321-7308
_____________________________________________________________
271
Basic Reed bed Design (Lateral View)
Waste Water Characteristics Before and After Treatment by Reed Bed System
Approx.
Efficiency in
Removal
-
85%
40%
83%
60%
46%
96%
% Cost Savings
(In Lakhs Rs.)
Capital Maintenan
ce Cost
80%
IJRET: International Journal of Research in Engineering and Technology
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @
Figure2. Waste Water Characteristics before and after Treatment by Reed Bed System
Figure3A. Environment Management Cost
0 100
pH
BOD
COD
TSS
N
P
FC (X 107)
70%
30%
Capital Cost in Lakhs
(Rs.)
Sewage
Treatment
Plant
Constructed
Wetlands
System
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319
_____________________________________________________________
2013, Available @ http://www.ijret.org
Waste Water Characteristics before and after Treatment by Reed Bed System
. Environment Management Cost Figure3B. Environment Management Cost
100 200 300 400 500
Capital Cost in Lakhs
Sewage
Treatment
Plant
Constructed
Wetlands
System
83%
17%
Operation &
Maintenance Cost in
Lakhs (Rs.)
eISSN: 2319-1163 | pISSN: 2321-7308
_____________________________________________________________
272
Waste Water Characteristics before and after Treatment by Reed Bed System
Environment Management Cost
500
Treated
Untreated
83%
Operation &
Maintenance Cost in
Lakhs (Rs.)
Sewage
Treatment
Plant
Constructed
Wetlands
System
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 273
3. RESULTS AND DISCUSSION
The Reed Bed System as a Constructed Wetland has time and
again proved that “Use of Natural Resources” to treat the on-
site wastewater will always be an effective and dynamic
option not only in giving the desired output of the Effluent to
be discharge but also a technique or procedure which can
directly connect to the masses or general public. The
Conventional Methods of Wastewater Treatment are sadly
today prevalent with the Construction Industry due to the
stigma of the Environmentalists in India to design all projects
with systems only to get the Government or the Pollution
Board Clearances and finish the project on deadline. Hence, it
is the responsibility of the Environmentalists to bring to the
common masses the new or improved technologies not only
on paper but also in general practice and use. Today, plants are
the only natural resource which has the potential to adapt itself
to the Human onslaught on our environment. Hence, today the
burning issue is to have more and more use of plants, reeds,
willows, bulrushes in our day to day modern lifestyles.
4. RECOMMENDATIONS
The Reed Bed System as a Constructed Wetland has time and
again proven that use of Natural Resources to treat the on-site
wastewater will always be an effective and dynamic option not
only in giving the desired output of the Effluent to be
discharge but also a technique or procedure which can directly
connect to the masses or general public. The conventional
methods of wastewater treatment are sadly today prevalent
with the Construction Industry due to the stigma of the
Environmentalists in India to design all projects with systems
only to get the Government or the Pollution Board Clearances
and finish the project on deadline. Hence, it is the
responsibility of the Environmentalists to bring to the common
masses the new or improved technologies not only on paper
but also in general practice and use. Today, plants are the
only natural resource which has the potential to adapt itself to
the Human onslaught on our environment. Hence, today the
burning issue is to have more and more use of plants, reeds,
willows, bulrushes in our day to day modern lifestyle.
REFERENCES
[1] Connett, P., and Sheehan, B., “Citizens Agenda for
Zero Waste: A North American Perspective,” GRRN,
October 2001
[2] Parker, D. S., “Wastewater Technology Innovation For
The Year 2000” Environmental Engineering Lecture, at
the July 7, 1987, National Conference on
Environmental Engineering, held at Orlando, FL.
[3] Hogain, O., McCarton, S., Reid, A., ; A review of zero
discharge wastewater treatment systems using reed
willow bed combinations in Ireland, Journal of Water
Practice and Technology, Volume 6, No. 3, 2011
[4] Latha, N., Deepa, N., Anand, B. K., Raju, K. V.,
Shashidhara, H. L., “Wastewater Reuse in Megacities -
Emerging Trends in Bangalore city”, Drinking Water
Session of the IWMI-TATA Partners Meet to be held on
February 24-26, 2005 in Anand, Gujarat
[5] Sahtouris, E., “Beautiful Bulrushes, Remarkable
Reeds: The Water Reclamation Miracles Of Kaethe
Seidel”. Copyright 1990 by Elisabet Sahtouris.
[6] Carreras, E., “A Program Designed To Reduce The
Cost And Volume Of Waste To Zero”, 2 Annual
Conference on Recycling of Fibrous Textile and Carpet
Waste, May 19-21,1997 Atlanta, Georgia
[7] Mbuligwe, S. E., Kaseva, M. E., and Kassenga, G. R.,
“Applicability of Engineered Wetland Systems for
Wastewater Treatment in Tanzania – A Review”,
School of Environmental Science and Technology, The
Open Environmental Engineering Journal, 2011, 4, 18-
31
[8] Killion, Shannon M., "Design and Modeling of
Infrastructure for Residential and Community Water
Reuse" (2011). Environmental Engineering Theses and
Graduate Student Research. Paper 2.
[9] Jafari, N., " Ecological and socio-economic utilization
of water hyacinth (Eichhornia crassipes Mart Solms)" J.
Appl. Sci. Environ. Manage. June 2010 Vol. 14 (2) 43 -
49.
[10] Ramprasad, C., " Experimental study on waste water
treatment using lab scale reed bed system using
Phragmitis australis " International Journal Of
Environmental Sciences Volume 3, No 1, 2012.
[11] Lee, J. E., Seo, S. G., Kim, B. K., Woo, S. M., Koo, B.
C., Park, T. H., Lim, Y. P., and Kim, S. H., " Induction
of somatic embryogenesis and plant regeneration in the
reed grass (Phragmites communis Trin.) " African
Journal of Biotechnology Vol. 11(8), pp. 1904-1911, 26
January, 2012.
[12] Trivedy, R. K., " Low Cost and Energy Saving
Technologies for Water and Wastewater Treatment"
Journal of Industrial Pollution Control 23(2) (2007) pp
403-411.
[13] McCarton, L., O'Hogain, S., McDonald, D., Reid,A.;
“Lynches Lane Reed and Willow Bed Facility Final
Report”, South Dublin County Council, January 2012.
[14] Manderia, S., “ Performance Evaluation of Reed Grass
(Phragmites karka) in Constructed Reed Bed System
(CRBs) on Domestic sludge, Ujjain city, India”,
Research Journal of Recent Sciences Vol. 1(ISC-2011),
41-46 (2012).
[15] Kantawanichkul, S., Sattayapanich, S., and Dien, F.,
“Treatment Of Domestic Wastewater By A Subsurface
Vertical Flow Constructed Wetland System Planted
With Umbrella Sedge And Vetiver Grass”, Ecological
Engineering Journal.35(2):238-247.
[16] Gupta, P., Roy, S., and Mahindrakar, A. B., “Treatment
of Water Using Water Hyacinth, Water Lettuce and
Vetiver Grass - A Review”, Resources and
Environment 2012, 2(5): 202-215.

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Analysis and design of zero sewage discharge system for model township

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 270 ANALYSIS AND DESIGN OF ZERO SEWAGE DISCHARGE SYSTEM FOR MODEL TOWNSHIP Ninad B. Bhalerao1 , A. R. Kambekar2 1 PG. Student, Const. Management, 2 Assistant Professor, CED, SPCE Andheri (W), Mumbai 400058, Maharashtra boivali@yahoo.com Abstract The ability of aquatic macrophytes to accumulate large quantities of nutrients from their environment is well documented. Reed Bed Combination Techniques for the treatment of the different types of wastewater have been used by several Researchers / Scientists all over the world. This concept has the potential to achieve a zero discharge wastewater treatment system. Man has always reached for technology for development. He insists it will bring higher levels of progress. But doesn’t have the patience to study the slow-growing plants nor does he understands the natural cycles. Schoenoplectus lacustris (L.), Palla (old designation Scirpus lacustris) species is capable of “removing large quantities of organic and inorganic substances from contaminated waters” proved by the research of Dr. Kaethe Seidel in 1953 [5]. She had also shown that they take up large quantities of Ballast substances including Cobalt, Copper, Nickel and Manganese from sewage water and other higher plants, including the common reed, Phragmites communis Trin, are capable of drying out and mineralizing assorted sludge combinations which are difficult to remove. The almost water-free residues contain very little if any dangerous bacteria. This technique is an Engineered Wetland System developed on the principle of Natural Wetland. This paper will discuss the potential widespread of similar systems where there is no infrastructure for Municipal waste Disposal. The Development of an appropriate Zero Discharge wastewater facility has the potential to address the source of Environmental pollution in India. Keywords: reed beds, population equivalent, evapotranspiration, infiltration-percolation beds, Constructed Wetlands, Elephant Grasses, Cattails ---------------------------------------------------------------------***--------------------------------------------------------------------- 1. INTRODUCTION Practicing zero waste means moving toward a target in which all materials are used to their utmost potential, and the needs of human beings are integrated into a system that also protects the environment while ensuring that nothing goes to waste. It is same as achieving zero defect goals for manufacturing, or zero injury goals in the workplace especially in the Construction Sites. Various Researchers have demonstrated the importance of naturally growing plants which help in breaking down complex substances, converting toxic into non-toxic substances, destroying pathogens, viruses, pumping oxygen, removing oil spills, controlling the pH values, helping to increase the groundwater and most importantly actively and naturally transforming waste water into drinking water. This all is achieved by a simple process of photosynthesis which is known to even a school going kid. The use of Constructed Wetlands to treat effluents is not a new idea. Reeds are rough grasses growing in wet places. Reed beds can be treated as a natural and inexpensive treatment for domestic, agriculture, industrial, etc. wastes. This system can be built for a single household as well as group of households typically at a very low cost. The basic working of the system is that the Wastewater passes through the Reed Bed and cleaner water exits the system at the same level of entry. Absolutely no electricity or any heavy machineries are required as this system works under the force of gravity. The Effluent to be treated is directly beneath the soil surface and hence no chances of standing pools or mosquitoes or foul odour. The depth of the System varies from 0.5m to 2.0m. The Project which is considered as a Model Township is “Dream City” in the Village Boisar, District – Thane, Maharashtra. This Project is considered since there is no Municipal Sewer where the Domestic waste generated on a Daily basis can be disposed off. The Plot Area is 1,15,750 sq.mts. and the Total Population estimated is 11,340. The Total Waste water generated is estimated at 1030 Kilo litres/day. 2. METHODOLOGY ADOPTED The Methodology adopted is to formulate a Model Township to study the actual Sewage Discharge generated from daily Domestic use. The Reed Bed System is designed to achieve a Zero Discharge target where the waste water generated is treated for reuse. The Conventional Sewage Treatment Plant is
  • 2. IJRET: International Journal of Research in Engineering and Technology __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ considered for the study purpose of comparison of the Quality and the Overall Costs i.e. Capital Cost and the Operation and Maintenance Cost. The Quality of Treated and Untreated Waste water are compared to prove the effectivity of the Reed Bed System. Locally available Plant Species are being considered for the Design of the Reed Bed System. Table1. Waste Water Characteristics Before and After Treatment by Reed Bed System Sr. No. Sewage Characteristics 1 pH 2 Biological Oxygen Demand (mg/lit) 3 Chemical Oxygen Demand (mg/lit) 4 Total Suspended Solids (mg/lit) 5 Nitrogen (mg/lit) 6 Phosphorous (mg/lit) 7 Fecal Coliform (colonies/100ml) Sr. No. Particulars 1 Sewage Treatment – STP 2 Constructed Wetlands System Total IJRET: International Journal of Research in Engineering and Technology eISSN: 2319 _____________________________________________________________ 2013, Available @ http://www.ijret.org considered for the study purpose of comparison of the Quality st and the Operation and Maintenance Cost. The Quality of Treated and Untreated Waste water are compared to prove the effectivity of the Reed Bed System. Locally available Plant Species are being considered for the Design of the Reed Bed System. Figure 1: Basic Reed bed Design (Lateral View) Waste Water Characteristics Before and After Treatment by Reed Bed System Sewage Characteristics Untreated Treated 7.0 – 8.0 6.5 – 7.5 Biological Oxygen Demand (mg/lit) 250 – 300 < 20 Chemical Oxygen Demand (mg/lit) 350 – 400 < 250 Total Suspended Solids (mg/lit) 150 – 250 < 20 25 -35 < 10 Phosphorous (mg/lit) 2.5 – 4.0 < 1.5 Coliform (colonies/100ml) 3x107 – 4.5x107 < 2X106 Table2. Environment Management Cost Capital Cost (In Lakhs Rs.) Operation and Maintenance Cost (In Lakhs Rs.) % Cost Savings (In Lakhs Rs.) Capital Cost Treatment Plant 220 25 56% Constructed Wetlands 95 5 315 30 eISSN: 2319-1163 | pISSN: 2321-7308 _____________________________________________________________ 271 Basic Reed bed Design (Lateral View) Waste Water Characteristics Before and After Treatment by Reed Bed System Approx. Efficiency in Removal - 85% 40% 83% 60% 46% 96% % Cost Savings (In Lakhs Rs.) Capital Maintenan ce Cost 80%
  • 3. IJRET: International Journal of Research in Engineering and Technology __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ Figure2. Waste Water Characteristics before and after Treatment by Reed Bed System Figure3A. Environment Management Cost 0 100 pH BOD COD TSS N P FC (X 107) 70% 30% Capital Cost in Lakhs (Rs.) Sewage Treatment Plant Constructed Wetlands System IJRET: International Journal of Research in Engineering and Technology eISSN: 2319 _____________________________________________________________ 2013, Available @ http://www.ijret.org Waste Water Characteristics before and after Treatment by Reed Bed System . Environment Management Cost Figure3B. Environment Management Cost 100 200 300 400 500 Capital Cost in Lakhs Sewage Treatment Plant Constructed Wetlands System 83% 17% Operation & Maintenance Cost in Lakhs (Rs.) eISSN: 2319-1163 | pISSN: 2321-7308 _____________________________________________________________ 272 Waste Water Characteristics before and after Treatment by Reed Bed System Environment Management Cost 500 Treated Untreated 83% Operation & Maintenance Cost in Lakhs (Rs.) Sewage Treatment Plant Constructed Wetlands System
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 273 3. RESULTS AND DISCUSSION The Reed Bed System as a Constructed Wetland has time and again proved that “Use of Natural Resources” to treat the on- site wastewater will always be an effective and dynamic option not only in giving the desired output of the Effluent to be discharge but also a technique or procedure which can directly connect to the masses or general public. The Conventional Methods of Wastewater Treatment are sadly today prevalent with the Construction Industry due to the stigma of the Environmentalists in India to design all projects with systems only to get the Government or the Pollution Board Clearances and finish the project on deadline. Hence, it is the responsibility of the Environmentalists to bring to the common masses the new or improved technologies not only on paper but also in general practice and use. Today, plants are the only natural resource which has the potential to adapt itself to the Human onslaught on our environment. Hence, today the burning issue is to have more and more use of plants, reeds, willows, bulrushes in our day to day modern lifestyles. 4. RECOMMENDATIONS The Reed Bed System as a Constructed Wetland has time and again proven that use of Natural Resources to treat the on-site wastewater will always be an effective and dynamic option not only in giving the desired output of the Effluent to be discharge but also a technique or procedure which can directly connect to the masses or general public. The conventional methods of wastewater treatment are sadly today prevalent with the Construction Industry due to the stigma of the Environmentalists in India to design all projects with systems only to get the Government or the Pollution Board Clearances and finish the project on deadline. Hence, it is the responsibility of the Environmentalists to bring to the common masses the new or improved technologies not only on paper but also in general practice and use. Today, plants are the only natural resource which has the potential to adapt itself to the Human onslaught on our environment. Hence, today the burning issue is to have more and more use of plants, reeds, willows, bulrushes in our day to day modern lifestyle. REFERENCES [1] Connett, P., and Sheehan, B., “Citizens Agenda for Zero Waste: A North American Perspective,” GRRN, October 2001 [2] Parker, D. S., “Wastewater Technology Innovation For The Year 2000” Environmental Engineering Lecture, at the July 7, 1987, National Conference on Environmental Engineering, held at Orlando, FL. [3] Hogain, O., McCarton, S., Reid, A., ; A review of zero discharge wastewater treatment systems using reed willow bed combinations in Ireland, Journal of Water Practice and Technology, Volume 6, No. 3, 2011 [4] Latha, N., Deepa, N., Anand, B. K., Raju, K. V., Shashidhara, H. L., “Wastewater Reuse in Megacities - Emerging Trends in Bangalore city”, Drinking Water Session of the IWMI-TATA Partners Meet to be held on February 24-26, 2005 in Anand, Gujarat [5] Sahtouris, E., “Beautiful Bulrushes, Remarkable Reeds: The Water Reclamation Miracles Of Kaethe Seidel”. Copyright 1990 by Elisabet Sahtouris. [6] Carreras, E., “A Program Designed To Reduce The Cost And Volume Of Waste To Zero”, 2 Annual Conference on Recycling of Fibrous Textile and Carpet Waste, May 19-21,1997 Atlanta, Georgia [7] Mbuligwe, S. E., Kaseva, M. E., and Kassenga, G. R., “Applicability of Engineered Wetland Systems for Wastewater Treatment in Tanzania – A Review”, School of Environmental Science and Technology, The Open Environmental Engineering Journal, 2011, 4, 18- 31 [8] Killion, Shannon M., "Design and Modeling of Infrastructure for Residential and Community Water Reuse" (2011). Environmental Engineering Theses and Graduate Student Research. Paper 2. [9] Jafari, N., " Ecological and socio-economic utilization of water hyacinth (Eichhornia crassipes Mart Solms)" J. Appl. Sci. Environ. Manage. June 2010 Vol. 14 (2) 43 - 49. [10] Ramprasad, C., " Experimental study on waste water treatment using lab scale reed bed system using Phragmitis australis " International Journal Of Environmental Sciences Volume 3, No 1, 2012. [11] Lee, J. E., Seo, S. G., Kim, B. K., Woo, S. M., Koo, B. C., Park, T. H., Lim, Y. P., and Kim, S. H., " Induction of somatic embryogenesis and plant regeneration in the reed grass (Phragmites communis Trin.) " African Journal of Biotechnology Vol. 11(8), pp. 1904-1911, 26 January, 2012. [12] Trivedy, R. K., " Low Cost and Energy Saving Technologies for Water and Wastewater Treatment" Journal of Industrial Pollution Control 23(2) (2007) pp 403-411. [13] McCarton, L., O'Hogain, S., McDonald, D., Reid,A.; “Lynches Lane Reed and Willow Bed Facility Final Report”, South Dublin County Council, January 2012. [14] Manderia, S., “ Performance Evaluation of Reed Grass (Phragmites karka) in Constructed Reed Bed System (CRBs) on Domestic sludge, Ujjain city, India”, Research Journal of Recent Sciences Vol. 1(ISC-2011), 41-46 (2012). [15] Kantawanichkul, S., Sattayapanich, S., and Dien, F., “Treatment Of Domestic Wastewater By A Subsurface Vertical Flow Constructed Wetland System Planted With Umbrella Sedge And Vetiver Grass”, Ecological Engineering Journal.35(2):238-247. [16] Gupta, P., Roy, S., and Mahindrakar, A. B., “Treatment of Water Using Water Hyacinth, Water Lettuce and Vetiver Grass - A Review”, Resources and Environment 2012, 2(5): 202-215.