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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1681
Bioswales: Green Alternative for Storm Water Management & Flash
Flooding
Srishti Chavan
Dept. of Civil Engineering, Vishwakarma Institute of Information Technology, Pune, Maharashtra, India.
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Flash floodingandstorm watermanagementare
two of major concerns faced in urban settlements in relation
with water channeling and management. As the requirement
of land will keep on increasing, more land will be used for
construction and paving thus making it impervious. This will
lead to comparatively less surface area on the ground for
percolation of water. Urbanization also causes pollution of
storm water as it passes through the city to nearest water
body by gravitational force. This degrades the quality as well
as quantity of storm water that percolates into the ground
water table. The purpose of this paperistoexploretheconcept
of bioswales and how they can be effectively used to percolate
maximum pure storm water in the water table. In general, we
can say that bioswales are effective in removing water
pollutants in urban areas. Bioswales are verysustainable, cost
effective, environmentally friendly and easy to construct. They
are an excellent example of green infrastructure.
Key Words: bioswales, storm water management,vegetated
swales, green infrastructure, water harvesting structure,
potential recharge
1.INTRODUCTION
A flash flood can be defined as: “a flood that rises and falls
quite rapidly with little or no advance warning, usually as a
result of intense rainfall over a relativelysmall area”.Despite
the increase in advanced technologies, society is still
vulnerable to flash floods. People are exposedtohigherrisks
as cities are expanding at an acceleratedpaceandeconomies
are fueled by urbanization. Flashfloodscontinuetoclaimthe
lives of many people all around the world. They also cause
damage to property and infrastructure and incur economic
losses. Flash floods severely affect the surrounding
environment. Nowadays, there is a strong demand for land
for buildings, along with agricultural land and sites for
various industrial projects. The land that is used for
urbanization and industrialization has impervious surface.
This leads to decrease in the land surface for surface runoff
and water channeling in the urban areas.
This study looks into the topic of bioswales and specifically
its possible use in metropolitan areas. The development
done has lasting consequences on the urban landscape,with
one of the most notable elements of transition being urban
densification and loss of public open space/green areas.
Urban densification and increased paved surfaces have
major environmental consequences,includingflashflooding,
water pollution, and habitat destruction. Traditional storm
water systems are frequently insufficienttoabsorbandtreat
all surplus water runoff, resulting in flooding in diverse
urban areas.Modernstorm watermanagementmeasures,on
the other hand, have yet to be adopted. This study believes
that using bioswales as green infrastructure components
could considerably improve storm water management. As a
result, this study explores the key urban design concepts of
bioswales, investigates typical urban environments that
utilize these green infrastructure elements, and evaluates
the feasibility of their application in urban areas.
2. LITERATURE REVIEW
1) BIOSWALESASELEMENTSOFGREENINFRASTRUCTURE
– FOREIGN PRACTICE AND POSSIBILITIES OF USE IN THE
DISTRICT OF THE CITY OF NIŠ, SERBIA (Milena Dinić-
Branković, Petar Mitković, Ivana Bogdanović-Protić, Milica
Igić, Jelena Đekić)
Implementing bioswales as green infrastructurefeatures
can considerably improve storm water treatment as well as
the architecture of diverse urban forms, resulting in more
positive environmental consequences. This report proposed
some potential locations where bioswales could be used as
green infrastructure to remediate storm water runoff in a
residential district of the Cityof Ni.Vegetatedswalesarelow-
cost and appealing, and they can provide wildlife habitat as
well as visual advantages. Urban regions gain long-term
sustainability by including bioswales into retrofit projects
and new buildings.
2) PERFORMANCE OF TWO BIOSWALES ON URBAN
RUNOFFMANAGEMENT(QingfuXiao,E.GregoryMcPherson,
Qi Zhang, Xinlei Ge and Randy Dahlgren)
This study looked at the effectiveness of two bioswales in
Davis, California, eight years after they were built. The
treatment bioswale was 9 m 1 m 1 m in length, width, and
depth. The native loam soil was replaced with an engineered
soil mix (75% native lavarockand25%loamsoil).Aftereight
years, the bioswale with estimated soil mixtures was
operating at full capacity. When compared to a standard
control plot bioswale utilizing native soil, the bioswale using
engineered soil mixes removed significantly more
contaminants. The research shows that bioswales with
engineered soil mixes can be quite useful in storm water
management. Trees planted in engineered soil mixes
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1682
flourished as well as trees planted in natural productive
agricultural soil.
3) EVALUATINGTHEWATERQUALITYBENEFITSOFA
BIOSWALE IN BRUNSWICK COUNTY, NORTH (Rebecca A.
Purvis, Ryan J. Winston, William F. Hunt, Brian Lipscomb,
Karthik Narayanaswamy, Andrew McDaniel, Matthew S.
Lauffer and Susan Libes)
Typical roadside planted swales do not always provide
constant pollutant removal. Bioswales are constructed with
an underlying soil media and an underdrain to promote
infiltration and pollutant removal. Total suspended solids
(TSS), total volatile suspended solids (VSS), enterococcus, E.
coli, and turbidity were all measured in the samples. For all
contaminants tested, underdrainflowwasmuchcleanerthan
untreated road runoff. Filtration removed more than 55% of
FIB and more than 85% of TSS, indicating that it is an
effective removal mechanismfor these pollutants. Bioswales
can be built within existing rights-of-way, and the water that
infiltrates the media is cleaner than surface flow forcommon
pollutants. This case study shows that the function of
bioswales should be investigated further as a function of the
watershed size to bioswale length ratio, the impact of slope,
drainage area features, soil media type, and so on. This will
enable for the creation of design standards for bioswales.
4) BIOSWALES AND GREEN INFRASTRUCTURE: THE
NATURAL PURIFICATION OF POLLUTED WATER (Lauren
Wilmoth, Katherine Lebrun, Matthew Jaros)
Bioswales have the potential to replace and improve upon
man-made methods of water purification. Bioswales and
green infrastructure are low-cost, require a small number of
resources, and can be constructed in nature without
disturbingdelicateecosystemsordisplacinglocalpopulation.
Bioswales that use plants to purify water should only be
implemented in areas where the plants are native to avoid
invasive species and ensure effectiveness. Environmentally,
bioswales combatwaterpollution,strengthenthepresenceof
plant species in their native environments, and contribute
toward a healthier ecosystem for all life. Bioswales relieve
strain on neighboring grey infrastructure, lowering
maintenancecostsaswell.Socially,bioswalesmaketheworld
around them more beautiful and healthier. Water quality
enhances quality of life, and access to green space boosts
mood. At the moment, bioswales are not totally replacing
grey infrastructure, but they can improve water filtration
systems that are already in use in metropolitan areas. It is
feasible that bioswales and other forms of green
infrastructurewill ultimately become widespread enough to
gradually replace grey infrastructure.
3. METHODOLOGY
Before we begin studying the details of bioswales, it is
imperative that we studyhowpercolationworksondifferent
landscapes. In order to understand this, we are going to
study the experiment conducted by Dr. Robert Thompson
from the University of Reading’sDepartmentofMeteorology
in the UK. This experiment demonstrates the dangerous
effect that heatwaves can have on the ground’s water
percolation rate. In this experiment, a glass of water was
upturned on wet grass, moist grass and parched grass. Wet
grass took nine seconds to absorb the water, moist grass
took 52 seconds and parched grass took approximately 15
minutes. The water given to the parched grass was also
prone to puddling on top of the ground, rather than being
absorbed into it. By comparing the time taken by each glass,
the experiment demonstrates how heavy rainfall in a area
with less to no vegetation can be hazardous and lead to flash
flooding.
Figure 1: Effects of heatwaves on ground’s water table
From this experiment, we can conclude that land covered
with vegetation are comparatively better equipped to
combat flash flooding than a regular channelsusedforstorm
water management.
A bioswale, also known as a vegetated swale, is a linear
design for bio retention that is used to partially improve
storm water runoff quality, reduce risk of flooding, and
channel storm water away from vital infrastructure.
Bioswales are gently sloping depressions that are planted
with lush vegetation or grass to treat storm water runoff
from rooftops, streets, and parking lots. The slope allows
water to flow moreeffectivelythroughthesystem.Bioswales
absorb low-flowing runoff or transport it to storm sewer
inlets or directly to surface waters during heavy rains.
Bioswales can serve as an alternative or supplement to
standard storm sewers as conveyance systems.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1683
Figure 2: Bioswale and its components
Design of Bioswales: Bioswales are usually trapezoidal or
parabolic shaped channel which is designed to treat and
infiltrate incoming storm water. This water is used to help
direct large storm water flow volumefroma largecatchment
area to a connected discharge point and further to a
bioswale. The maximum design capacity of a bioswale is of
drainage areas up to 1 acre. The ideal design ofbioswale has
1 to 2 percent slope up to maximum 5 percent. Check dams
can be used in case of steeper slopes in order to reduce
storm water velocity and prevent erosion. The filter media
used in the bioswale is a blend of loam, sand, and compost
specifically engineeredto meetthe requiredinfiltration rates
and porosity needed for stormwaterfiltrationand enhanced
water quality for supporting plant life in bio retentionareas.
Figure 3: Section of Bioswale
While there are very few specific calculations which need to
considered while designing a bioswale, there are some
details that should be taken into considered that are as
follows:
i. Bioswales are usually built surrounding or towards the
sloping end of high volume water flow areas like parking
lots, highways, large open spaces, etc.
ii. The bioswales need to be designed to address a certain
storm event such as the two year or ten year 24-hour storm
event.
iii. The effectiveness of bioswales is dependent upon the
retention time of the storm waterinthebioswale.Thelonger
the retention time, generally, the higher the removal
efficiency.
iv. The type of vegetation and the life cycle that the
vegetation also effects the pollutant removal rate. Native
species should always be preferred for plantation in
bioswales as they require less maintenance.
v. The vegetation used in bioswale must provide a dense
cover and roots that holds the soil in place in order to resist
erosion and during heavy runoff flow, it must stand upright
in order to provide maximum retention time and pollutant
removal.
vi. Vegetation should tolerate a bioswales’ soil conditions
(pH, compaction,composition)andtolerateperiodicflooding
and drought.
vii. Vegetation used should be perennial and must be active
during the entire period of the yearsothattheimpuritiesare
treated properly.
v. Since bioswales are primarily used for storm water
channeling, it is imperative that the contours of the area are
studied while deciding the path of the bioswale.
4. CONCLUSIONS
The studies have shown that bioswales can indeed be a
sustainable option for storm water management and river
basin channeling. If done on a wider scale, it can help in
reducing the impact of flash flooding on a large scale. The
main objectives of building bioswales are storm water
management and purification of storm water runoff. While
at the current stage, bioswales cannot completely replaced
the gray infrastructure which is used but it can be
supplementary in the purification process as bioswales can
help in immobilizing or breaking down a large number of
contaminants found in storm water runoff. It has achieved
high levels of removal of suspended solids (TSS), turbidity,
and oil and grease as found in various studies conducted.
They can also eliminate a modest percentage of metals and
nutrients in runoff.
Bioswales have been implemented as pilot projects in
various parts of the world such as California, Serbia, etc. The
results have proven bioswales to be effective in managing
storm water runoff as well as reducing the impurities in the
runoff to a large extent. They are environmentally
sustainable and cost-effective as compared to the currently
used infrastructure for managing storm water runoff on
small scale.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072
© 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1684
REFERENCES
[1] D. Kornack and P. Rakic, “Cell Proliferation without
Neurogenesis in Adult Primate Neocortex,” Science, vol.
294, Dec. 2001, pp. 2127-2130,
doi:10.1126/science.1065467.
[2] M. Young, The Technical Writer’s Handbook. Mill Valley,
CA: University Science, 1989.
[3] R. Nicole, “Title of paper with only first word
capitalized,” J. Name Stand. Abbrev., in press.
[4] K. Elissa, “Title of paper if known,” unpublished. 1.
William W. Groves, Phillip E. Hammer, Karinne L.
Knutsen, Sheila M. Ryan and Robert A. Schlipf, Analysis
of Bioswale Efficiency for Treating Surface Runoff,
Donald Bren School of Environmental Science and
Management
[5] 2. Dennis Jurries, PE, Biofilters (Bioswales, Vegetative
Buffers, & Constructed Wetlands) For Storm Water
Discharge Pollution Removal, DEQ Northwest Region
Document, January 2003
[6] 3. Lauren Wilmoth, Katherine Lebrun and Matthew
Jaros, Bioswales and Green Infrastructure: The Natural
Purification of Polluted Water, University of Pittsburgh,
Swanson School of Engineering First Year Conference
Paper, March 2019
[7] 4. Milena Dinić - Branković, Petar Mitković, Ivana
Bogdanović – Protić, Milica Igić and Jelena Đekić,
Bioswales as Elements of GreenInfrastructure – Foreign
Practice and Possibilities of Use in the District ofthecity
of Nis, Serbia, International Conference of Urban
Planning, November 2018.
[8] 5. Dr. S. Chandramouli, G. N. V. Prasad, Design of
Rainwater Harvesting System (RWHS), IJSRD -
International Journal for Scientific Research &
Development, Vol. 3, Issue 07, 2015
[9] 6. Rebecca A. Purvis, Ryan J. Winston, William F. Hunt,
Brian Lipscomb, Karthik Narayanaswamy, Andrew
McDaniel, Matthew S. Lauffer and Susan Libes,
Evaluating the Water Quality Benefits of a Bioswale in
Brunswick County, North Carolina (NC), USA, Water
MDPI, January 2018.
[10] 7. V. K. Bhatt, A. K. Tiwari, R. P. Yadav and D. R. Sena,
Augmenting Groundwater Recharge by Water
Harvesting Structures in Northwest India, Hydrology
Journal, Vol. 35 Issue 1 & 2 January -June 2012, 1-10
[11] 8. Alessandro G. Colombo, Javier Hervás and Ana Lisa
Vetere Arellano, Guidelines on Flash Flood Prevention
and Mitigation, Institute for the Protection and Security
of the Citizen, Technological and Economic Risk
Management Natural Risk Sector I-21020 Ispra (VA)
Italy
[12] 9. Dipika Rana, Kulraj Singh Kapoor and Vidya Ram
Ratan Singh, Hydrological and Ecological Studies
towards Integrated Water Resource Management: A
Case Study of Shimla Water Catchment Sanctuary
Himachal Pradesh, Asia Pacific Workshop on Forest
Hydrology Water and Forests: Beyond Traditional
Forest Hydrology
[13] 10. Operation and Maintenance of Green Infrastructure
Receiving Runoff from Roads and Parking Lots, United
States Environmental Protection Agency, September
2018.
[14] 11. Qingfu Xiao, E. Gregory McPherson, Qi Zhang, Xinlei
Ge and Randy Dahlgren, Performance of Two Bioswales
on Urban Runoff Management, Infrastructure MDPI,
September 2017.
[15] 12. Prof. Aradhna Ganvir, Aarif Sayyed, Akhilesh
Agrawal, Rishikesh Sawant, Siddhnat Wayal, Storm
Water Management using Bioswales, International
Research Journal of Engineering and Technology
(IRJET), Volume: 07 Issue: 05, May 2020
[16] 13. Storm Water Best Management Practice Grassed
Swales, United States Environmental ProtectionAgency
[17] 14. Joshua Lelemia Irvine and Albert S. Kim,
Understanding bioswale as a small water and
wastewater treatment plant: A theoretical review,
Desalination and Water Treatment, September 2018.
[18] 15. Rajapriya R, Akila M, Kuraloviya Respna K I,
Mahalakshmi M and Shivani P, Upshots of Bioswales in
Stormwater Management: A Pilot-scale Study,
International Journal of Advances in Engineering and
Management (IJAEM) Volume 3, Issue 5 May 2021
[19] 16. Sreejani TP, Kalyan AVS and S Chandramouli, Water
Resources Management of Freshwater Ecosystems,
Research Gate Conference Paper, February 2016
[20] 17. Km Vandana and Dr. SriRam, Flash flood and its
Preventive MeasuresinHillyAreas,IJSRD -International
Journal for Scientific Research & Development, Vol. 2,
Issue 10, 2014

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Bioswales: Green Alternative for Storm Water Management & Flash Flooding

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1681 Bioswales: Green Alternative for Storm Water Management & Flash Flooding Srishti Chavan Dept. of Civil Engineering, Vishwakarma Institute of Information Technology, Pune, Maharashtra, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Flash floodingandstorm watermanagementare two of major concerns faced in urban settlements in relation with water channeling and management. As the requirement of land will keep on increasing, more land will be used for construction and paving thus making it impervious. This will lead to comparatively less surface area on the ground for percolation of water. Urbanization also causes pollution of storm water as it passes through the city to nearest water body by gravitational force. This degrades the quality as well as quantity of storm water that percolates into the ground water table. The purpose of this paperistoexploretheconcept of bioswales and how they can be effectively used to percolate maximum pure storm water in the water table. In general, we can say that bioswales are effective in removing water pollutants in urban areas. Bioswales are verysustainable, cost effective, environmentally friendly and easy to construct. They are an excellent example of green infrastructure. Key Words: bioswales, storm water management,vegetated swales, green infrastructure, water harvesting structure, potential recharge 1.INTRODUCTION A flash flood can be defined as: “a flood that rises and falls quite rapidly with little or no advance warning, usually as a result of intense rainfall over a relativelysmall area”.Despite the increase in advanced technologies, society is still vulnerable to flash floods. People are exposedtohigherrisks as cities are expanding at an acceleratedpaceandeconomies are fueled by urbanization. Flashfloodscontinuetoclaimthe lives of many people all around the world. They also cause damage to property and infrastructure and incur economic losses. Flash floods severely affect the surrounding environment. Nowadays, there is a strong demand for land for buildings, along with agricultural land and sites for various industrial projects. The land that is used for urbanization and industrialization has impervious surface. This leads to decrease in the land surface for surface runoff and water channeling in the urban areas. This study looks into the topic of bioswales and specifically its possible use in metropolitan areas. The development done has lasting consequences on the urban landscape,with one of the most notable elements of transition being urban densification and loss of public open space/green areas. Urban densification and increased paved surfaces have major environmental consequences,includingflashflooding, water pollution, and habitat destruction. Traditional storm water systems are frequently insufficienttoabsorbandtreat all surplus water runoff, resulting in flooding in diverse urban areas.Modernstorm watermanagementmeasures,on the other hand, have yet to be adopted. This study believes that using bioswales as green infrastructure components could considerably improve storm water management. As a result, this study explores the key urban design concepts of bioswales, investigates typical urban environments that utilize these green infrastructure elements, and evaluates the feasibility of their application in urban areas. 2. LITERATURE REVIEW 1) BIOSWALESASELEMENTSOFGREENINFRASTRUCTURE – FOREIGN PRACTICE AND POSSIBILITIES OF USE IN THE DISTRICT OF THE CITY OF NIŠ, SERBIA (Milena Dinić- Branković, Petar Mitković, Ivana Bogdanović-Protić, Milica Igić, Jelena Đekić) Implementing bioswales as green infrastructurefeatures can considerably improve storm water treatment as well as the architecture of diverse urban forms, resulting in more positive environmental consequences. This report proposed some potential locations where bioswales could be used as green infrastructure to remediate storm water runoff in a residential district of the Cityof Ni.Vegetatedswalesarelow- cost and appealing, and they can provide wildlife habitat as well as visual advantages. Urban regions gain long-term sustainability by including bioswales into retrofit projects and new buildings. 2) PERFORMANCE OF TWO BIOSWALES ON URBAN RUNOFFMANAGEMENT(QingfuXiao,E.GregoryMcPherson, Qi Zhang, Xinlei Ge and Randy Dahlgren) This study looked at the effectiveness of two bioswales in Davis, California, eight years after they were built. The treatment bioswale was 9 m 1 m 1 m in length, width, and depth. The native loam soil was replaced with an engineered soil mix (75% native lavarockand25%loamsoil).Aftereight years, the bioswale with estimated soil mixtures was operating at full capacity. When compared to a standard control plot bioswale utilizing native soil, the bioswale using engineered soil mixes removed significantly more contaminants. The research shows that bioswales with engineered soil mixes can be quite useful in storm water management. Trees planted in engineered soil mixes
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1682 flourished as well as trees planted in natural productive agricultural soil. 3) EVALUATINGTHEWATERQUALITYBENEFITSOFA BIOSWALE IN BRUNSWICK COUNTY, NORTH (Rebecca A. Purvis, Ryan J. Winston, William F. Hunt, Brian Lipscomb, Karthik Narayanaswamy, Andrew McDaniel, Matthew S. Lauffer and Susan Libes) Typical roadside planted swales do not always provide constant pollutant removal. Bioswales are constructed with an underlying soil media and an underdrain to promote infiltration and pollutant removal. Total suspended solids (TSS), total volatile suspended solids (VSS), enterococcus, E. coli, and turbidity were all measured in the samples. For all contaminants tested, underdrainflowwasmuchcleanerthan untreated road runoff. Filtration removed more than 55% of FIB and more than 85% of TSS, indicating that it is an effective removal mechanismfor these pollutants. Bioswales can be built within existing rights-of-way, and the water that infiltrates the media is cleaner than surface flow forcommon pollutants. This case study shows that the function of bioswales should be investigated further as a function of the watershed size to bioswale length ratio, the impact of slope, drainage area features, soil media type, and so on. This will enable for the creation of design standards for bioswales. 4) BIOSWALES AND GREEN INFRASTRUCTURE: THE NATURAL PURIFICATION OF POLLUTED WATER (Lauren Wilmoth, Katherine Lebrun, Matthew Jaros) Bioswales have the potential to replace and improve upon man-made methods of water purification. Bioswales and green infrastructure are low-cost, require a small number of resources, and can be constructed in nature without disturbingdelicateecosystemsordisplacinglocalpopulation. Bioswales that use plants to purify water should only be implemented in areas where the plants are native to avoid invasive species and ensure effectiveness. Environmentally, bioswales combatwaterpollution,strengthenthepresenceof plant species in their native environments, and contribute toward a healthier ecosystem for all life. Bioswales relieve strain on neighboring grey infrastructure, lowering maintenancecostsaswell.Socially,bioswalesmaketheworld around them more beautiful and healthier. Water quality enhances quality of life, and access to green space boosts mood. At the moment, bioswales are not totally replacing grey infrastructure, but they can improve water filtration systems that are already in use in metropolitan areas. It is feasible that bioswales and other forms of green infrastructurewill ultimately become widespread enough to gradually replace grey infrastructure. 3. METHODOLOGY Before we begin studying the details of bioswales, it is imperative that we studyhowpercolationworksondifferent landscapes. In order to understand this, we are going to study the experiment conducted by Dr. Robert Thompson from the University of Reading’sDepartmentofMeteorology in the UK. This experiment demonstrates the dangerous effect that heatwaves can have on the ground’s water percolation rate. In this experiment, a glass of water was upturned on wet grass, moist grass and parched grass. Wet grass took nine seconds to absorb the water, moist grass took 52 seconds and parched grass took approximately 15 minutes. The water given to the parched grass was also prone to puddling on top of the ground, rather than being absorbed into it. By comparing the time taken by each glass, the experiment demonstrates how heavy rainfall in a area with less to no vegetation can be hazardous and lead to flash flooding. Figure 1: Effects of heatwaves on ground’s water table From this experiment, we can conclude that land covered with vegetation are comparatively better equipped to combat flash flooding than a regular channelsusedforstorm water management. A bioswale, also known as a vegetated swale, is a linear design for bio retention that is used to partially improve storm water runoff quality, reduce risk of flooding, and channel storm water away from vital infrastructure. Bioswales are gently sloping depressions that are planted with lush vegetation or grass to treat storm water runoff from rooftops, streets, and parking lots. The slope allows water to flow moreeffectivelythroughthesystem.Bioswales absorb low-flowing runoff or transport it to storm sewer inlets or directly to surface waters during heavy rains. Bioswales can serve as an alternative or supplement to standard storm sewers as conveyance systems.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1683 Figure 2: Bioswale and its components Design of Bioswales: Bioswales are usually trapezoidal or parabolic shaped channel which is designed to treat and infiltrate incoming storm water. This water is used to help direct large storm water flow volumefroma largecatchment area to a connected discharge point and further to a bioswale. The maximum design capacity of a bioswale is of drainage areas up to 1 acre. The ideal design ofbioswale has 1 to 2 percent slope up to maximum 5 percent. Check dams can be used in case of steeper slopes in order to reduce storm water velocity and prevent erosion. The filter media used in the bioswale is a blend of loam, sand, and compost specifically engineeredto meetthe requiredinfiltration rates and porosity needed for stormwaterfiltrationand enhanced water quality for supporting plant life in bio retentionareas. Figure 3: Section of Bioswale While there are very few specific calculations which need to considered while designing a bioswale, there are some details that should be taken into considered that are as follows: i. Bioswales are usually built surrounding or towards the sloping end of high volume water flow areas like parking lots, highways, large open spaces, etc. ii. The bioswales need to be designed to address a certain storm event such as the two year or ten year 24-hour storm event. iii. The effectiveness of bioswales is dependent upon the retention time of the storm waterinthebioswale.Thelonger the retention time, generally, the higher the removal efficiency. iv. The type of vegetation and the life cycle that the vegetation also effects the pollutant removal rate. Native species should always be preferred for plantation in bioswales as they require less maintenance. v. The vegetation used in bioswale must provide a dense cover and roots that holds the soil in place in order to resist erosion and during heavy runoff flow, it must stand upright in order to provide maximum retention time and pollutant removal. vi. Vegetation should tolerate a bioswales’ soil conditions (pH, compaction,composition)andtolerateperiodicflooding and drought. vii. Vegetation used should be perennial and must be active during the entire period of the yearsothattheimpuritiesare treated properly. v. Since bioswales are primarily used for storm water channeling, it is imperative that the contours of the area are studied while deciding the path of the bioswale. 4. CONCLUSIONS The studies have shown that bioswales can indeed be a sustainable option for storm water management and river basin channeling. If done on a wider scale, it can help in reducing the impact of flash flooding on a large scale. The main objectives of building bioswales are storm water management and purification of storm water runoff. While at the current stage, bioswales cannot completely replaced the gray infrastructure which is used but it can be supplementary in the purification process as bioswales can help in immobilizing or breaking down a large number of contaminants found in storm water runoff. It has achieved high levels of removal of suspended solids (TSS), turbidity, and oil and grease as found in various studies conducted. They can also eliminate a modest percentage of metals and nutrients in runoff. Bioswales have been implemented as pilot projects in various parts of the world such as California, Serbia, etc. The results have proven bioswales to be effective in managing storm water runoff as well as reducing the impurities in the runoff to a large extent. They are environmentally sustainable and cost-effective as compared to the currently used infrastructure for managing storm water runoff on small scale.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 1684 REFERENCES [1] D. Kornack and P. Rakic, “Cell Proliferation without Neurogenesis in Adult Primate Neocortex,” Science, vol. 294, Dec. 2001, pp. 2127-2130, doi:10.1126/science.1065467. [2] M. Young, The Technical Writer’s Handbook. Mill Valley, CA: University Science, 1989. [3] R. Nicole, “Title of paper with only first word capitalized,” J. Name Stand. Abbrev., in press. [4] K. Elissa, “Title of paper if known,” unpublished. 1. William W. Groves, Phillip E. Hammer, Karinne L. Knutsen, Sheila M. Ryan and Robert A. Schlipf, Analysis of Bioswale Efficiency for Treating Surface Runoff, Donald Bren School of Environmental Science and Management [5] 2. Dennis Jurries, PE, Biofilters (Bioswales, Vegetative Buffers, & Constructed Wetlands) For Storm Water Discharge Pollution Removal, DEQ Northwest Region Document, January 2003 [6] 3. Lauren Wilmoth, Katherine Lebrun and Matthew Jaros, Bioswales and Green Infrastructure: The Natural Purification of Polluted Water, University of Pittsburgh, Swanson School of Engineering First Year Conference Paper, March 2019 [7] 4. Milena Dinić - Branković, Petar Mitković, Ivana Bogdanović – Protić, Milica Igić and Jelena Đekić, Bioswales as Elements of GreenInfrastructure – Foreign Practice and Possibilities of Use in the District ofthecity of Nis, Serbia, International Conference of Urban Planning, November 2018. [8] 5. Dr. S. Chandramouli, G. N. V. Prasad, Design of Rainwater Harvesting System (RWHS), IJSRD - International Journal for Scientific Research & Development, Vol. 3, Issue 07, 2015 [9] 6. Rebecca A. Purvis, Ryan J. Winston, William F. Hunt, Brian Lipscomb, Karthik Narayanaswamy, Andrew McDaniel, Matthew S. Lauffer and Susan Libes, Evaluating the Water Quality Benefits of a Bioswale in Brunswick County, North Carolina (NC), USA, Water MDPI, January 2018. [10] 7. V. K. Bhatt, A. K. Tiwari, R. P. Yadav and D. R. Sena, Augmenting Groundwater Recharge by Water Harvesting Structures in Northwest India, Hydrology Journal, Vol. 35 Issue 1 & 2 January -June 2012, 1-10 [11] 8. Alessandro G. Colombo, Javier Hervás and Ana Lisa Vetere Arellano, Guidelines on Flash Flood Prevention and Mitigation, Institute for the Protection and Security of the Citizen, Technological and Economic Risk Management Natural Risk Sector I-21020 Ispra (VA) Italy [12] 9. Dipika Rana, Kulraj Singh Kapoor and Vidya Ram Ratan Singh, Hydrological and Ecological Studies towards Integrated Water Resource Management: A Case Study of Shimla Water Catchment Sanctuary Himachal Pradesh, Asia Pacific Workshop on Forest Hydrology Water and Forests: Beyond Traditional Forest Hydrology [13] 10. Operation and Maintenance of Green Infrastructure Receiving Runoff from Roads and Parking Lots, United States Environmental Protection Agency, September 2018. [14] 11. Qingfu Xiao, E. Gregory McPherson, Qi Zhang, Xinlei Ge and Randy Dahlgren, Performance of Two Bioswales on Urban Runoff Management, Infrastructure MDPI, September 2017. [15] 12. Prof. Aradhna Ganvir, Aarif Sayyed, Akhilesh Agrawal, Rishikesh Sawant, Siddhnat Wayal, Storm Water Management using Bioswales, International Research Journal of Engineering and Technology (IRJET), Volume: 07 Issue: 05, May 2020 [16] 13. Storm Water Best Management Practice Grassed Swales, United States Environmental ProtectionAgency [17] 14. Joshua Lelemia Irvine and Albert S. Kim, Understanding bioswale as a small water and wastewater treatment plant: A theoretical review, Desalination and Water Treatment, September 2018. [18] 15. Rajapriya R, Akila M, Kuraloviya Respna K I, Mahalakshmi M and Shivani P, Upshots of Bioswales in Stormwater Management: A Pilot-scale Study, International Journal of Advances in Engineering and Management (IJAEM) Volume 3, Issue 5 May 2021 [19] 16. Sreejani TP, Kalyan AVS and S Chandramouli, Water Resources Management of Freshwater Ecosystems, Research Gate Conference Paper, February 2016 [20] 17. Km Vandana and Dr. SriRam, Flash flood and its Preventive MeasuresinHillyAreas,IJSRD -International Journal for Scientific Research & Development, Vol. 2, Issue 10, 2014