Abstract: Water is crucial factor in our life. It is one of fundamental needs of human being. As far as our health is concerned the water should be fit for drinking, it should not contain any undesirable substances rendering it unfit for drinking and domestic use. For such water we have to depend on sources of water such as river, lake , well etc. but to make it upto the standards of drinking water it should be treated1. In big cities municipal corporation supplies water to the people after treating it in treatment plant. In pimpri & chinchwad city PCMC treats and supplies water to city. Corporation divided city in 46 sectors to distribute water. Samples were collected from each of these sectors and conducted various tests such as hardness test, chloride content test, etc. To examine the contamination of water at tap sources. In this study it was found that the water is pure up to all standards except residual chlorine in certain sectors. So it is concluded that what care should be taken for distribution to such sectors. Keywords: pH Test, Alkalinity Test, Chloride Test, Total Dissolved Solids, Total Hardness Test, Residual Chlorine Content.
Assessment and Analysis of Maximum Precipitation at Bharkawada Village, Palan...RSIS International
Efficient Storm water network is the main tool to prevent the water gatheration and scattering of a city. Selecting the Bharkawada as study area and its problem was identified to be of very less effective drainage system. In this study methods have been adopted to identify the possibilities of completing the research for designing the storm water drainage design. Our main aim is to design a very efficient and rpid drainage system which should drain the water very fastly with less concentration time and less spreading of water with less provision of slope. The present design is based on rainfall data. Past 30 years rainfall data has been taken for study. The system has been designed considering in total of 65% of the impervious area. Estimated rainfall intensity has been calculated as 33.02527 mm/hour with a recurrence interval of 2 years from the detailed analysis of rainfall data of 34 years. Rainfall Intensity is estimated after frequency analysis of the rainfall data. The calculated runoff is 25.056 m3/s, which can be used as a design discharge for network designing. Different methods can be used for runoff estimation. Here, Rational method seems to be best for use in estimation of storm water runoff. The outfalls of system are directed to proposed lakes. Ere at this stage rainfall calculations have been done and in future work complete rainfall and runoff analysis will be carried out for storm water network.
A presentation about protecting clean water during construction projects. Presented by Robert Roseen of Geosyntec Consulting during the Buzzards Bay Coalition's 2014 Decision Makers Workshop series. Learn more at www.savebuzzardsbay.org/DecisionMakers
Presentation by Dr. Joanna Endter-Wada, professor of policy and social science at the Quinney College of Natural Resources Department of Environment & Society, at the 2019 Central Texas Water Conservation Symposium.
The quality of any body of surface or ground water
is a function of either both natural influences and human
influences. Without human influences water quality would be
determined by the weathering of bedrock minerals, by the
atmospheric processes of evaporation, transpiration and the
deposition of dust and salt by wind, by the natural leaching of
organic matter and nutrients from soil, by hydrological factors
that lead to runoff, and by biological processes within the aquatic
environment that can alter the physical and chemical
composition of water. Declining water quality has become a
global issue of concern as human populations griesrow, industrial
and agricultural activities expand, and climate change threatens
to cause major alterations to the hydrological cycle.
Abstract: Water is crucial factor in our life. It is one of fundamental needs of human being. As far as our health is concerned the water should be fit for drinking, it should not contain any undesirable substances rendering it unfit for drinking and domestic use. For such water we have to depend on sources of water such as river, lake , well etc. but to make it upto the standards of drinking water it should be treated1. In big cities municipal corporation supplies water to the people after treating it in treatment plant. In pimpri & chinchwad city PCMC treats and supplies water to city. Corporation divided city in 46 sectors to distribute water. Samples were collected from each of these sectors and conducted various tests such as hardness test, chloride content test, etc. To examine the contamination of water at tap sources. In this study it was found that the water is pure up to all standards except residual chlorine in certain sectors. So it is concluded that what care should be taken for distribution to such sectors. Keywords: pH Test, Alkalinity Test, Chloride Test, Total Dissolved Solids, Total Hardness Test, Residual Chlorine Content.
Assessment and Analysis of Maximum Precipitation at Bharkawada Village, Palan...RSIS International
Efficient Storm water network is the main tool to prevent the water gatheration and scattering of a city. Selecting the Bharkawada as study area and its problem was identified to be of very less effective drainage system. In this study methods have been adopted to identify the possibilities of completing the research for designing the storm water drainage design. Our main aim is to design a very efficient and rpid drainage system which should drain the water very fastly with less concentration time and less spreading of water with less provision of slope. The present design is based on rainfall data. Past 30 years rainfall data has been taken for study. The system has been designed considering in total of 65% of the impervious area. Estimated rainfall intensity has been calculated as 33.02527 mm/hour with a recurrence interval of 2 years from the detailed analysis of rainfall data of 34 years. Rainfall Intensity is estimated after frequency analysis of the rainfall data. The calculated runoff is 25.056 m3/s, which can be used as a design discharge for network designing. Different methods can be used for runoff estimation. Here, Rational method seems to be best for use in estimation of storm water runoff. The outfalls of system are directed to proposed lakes. Ere at this stage rainfall calculations have been done and in future work complete rainfall and runoff analysis will be carried out for storm water network.
A presentation about protecting clean water during construction projects. Presented by Robert Roseen of Geosyntec Consulting during the Buzzards Bay Coalition's 2014 Decision Makers Workshop series. Learn more at www.savebuzzardsbay.org/DecisionMakers
Presentation by Dr. Joanna Endter-Wada, professor of policy and social science at the Quinney College of Natural Resources Department of Environment & Society, at the 2019 Central Texas Water Conservation Symposium.
The quality of any body of surface or ground water
is a function of either both natural influences and human
influences. Without human influences water quality would be
determined by the weathering of bedrock minerals, by the
atmospheric processes of evaporation, transpiration and the
deposition of dust and salt by wind, by the natural leaching of
organic matter and nutrients from soil, by hydrological factors
that lead to runoff, and by biological processes within the aquatic
environment that can alter the physical and chemical
composition of water. Declining water quality has become a
global issue of concern as human populations griesrow, industrial
and agricultural activities expand, and climate change threatens
to cause major alterations to the hydrological cycle.
Climate Change All over the World .pptxsairaanwer024
Climate change refers to significant and lasting changes in the average weather patterns over periods ranging from decades to millions of years. It encompasses both global warming driven by human emissions of greenhouse gases and the resulting large-scale shifts in weather patterns. While climate change is a natural phenomenon, human activities, particularly since the Industrial Revolution, have accelerated its pace and intensity
UNDERSTANDING WHAT GREEN WASHING IS!.pdfJulietMogola
Many companies today use green washing to lure the public into thinking they are conserving the environment but in real sense they are doing more harm. There have been such several cases from very big companies here in Kenya and also globally. This ranges from various sectors from manufacturing and goes to consumer products. Educating people on greenwashing will enable people to make better choices based on their analysis and not on what they see on marketing sites.
Artificial Reefs by Kuddle Life Foundation - May 2024punit537210
Situated in Pondicherry, India, Kuddle Life Foundation is a charitable, non-profit and non-governmental organization (NGO) dedicated to improving the living standards of coastal communities and simultaneously placing a strong emphasis on the protection of marine ecosystems.
One of the key areas we work in is Artificial Reefs. This presentation captures our journey so far and our learnings. We hope you get as excited about marine conservation and artificial reefs as we are.
Please visit our website: https://kuddlelife.org
Our Instagram channel:
@kuddlelifefoundation
Our Linkedin Page:
https://www.linkedin.com/company/kuddlelifefoundation/
and write to us if you have any questions:
info@kuddlelife.org
"Understanding the Carbon Cycle: Processes, Human Impacts, and Strategies for...MMariSelvam4
The carbon cycle is a critical component of Earth's environmental system, governing the movement and transformation of carbon through various reservoirs, including the atmosphere, oceans, soil, and living organisms. This complex cycle involves several key processes such as photosynthesis, respiration, decomposition, and carbon sequestration, each contributing to the regulation of carbon levels on the planet.
Human activities, particularly fossil fuel combustion and deforestation, have significantly altered the natural carbon cycle, leading to increased atmospheric carbon dioxide concentrations and driving climate change. Understanding the intricacies of the carbon cycle is essential for assessing the impacts of these changes and developing effective mitigation strategies.
By studying the carbon cycle, scientists can identify carbon sources and sinks, measure carbon fluxes, and predict future trends. This knowledge is crucial for crafting policies aimed at reducing carbon emissions, enhancing carbon storage, and promoting sustainable practices. The carbon cycle's interplay with climate systems, ecosystems, and human activities underscores its importance in maintaining a stable and healthy planet.
In-depth exploration of the carbon cycle reveals the delicate balance required to sustain life and the urgent need to address anthropogenic influences. Through research, education, and policy, we can work towards restoring equilibrium in the carbon cycle and ensuring a sustainable future for generations to come.
WRI’s brand new “Food Service Playbook for Promoting Sustainable Food Choices” gives food service operators the very latest strategies for creating dining environments that empower consumers to choose sustainable, plant-rich dishes. This research builds off our first guide for food service, now with industry experience and insights from nearly 350 academic trials.
Prevalence of Toxoplasma gondii infection in domestic animals in District Ban...Open Access Research Paper
Toxoplasma gondii is an intracellular zoonotic protozoan parasite, infect both humans and animals population worldwide. It can also cause abortion and inborn disease in humans and livestock population. In the present study total of 313 domestic animals were screened for Toxoplasma gondii infection. Of which 45 cows, 55 buffalos, 68 goats, 60 sheep and 85 shaver chicken were tested. Among these 40 (88.88%) cows were negative and 05 (11.12%) were positive. Similarly 55 (92.72%) buffalos were negative and 04 (07.28%) were positive. In goats 68 (98.52%) were negative and 01 (01.48%) was recorded positive. In sheep and shaver chicken the infection were not recorded.
2. ACKNOWLEDGEMENTS
▪Those who have gone before
▪ Shelby Duncan
▪ Kristen Almen
▪ Pavan Kulkarni
▪ John Maursetter
▪ David Kringen
▪ Rachel McDaniel
▪ Todd Trooien
▪ Chris Hay
▪ Jeppe Kjaersgaard
▪ Laurent Ahiablame
▪ Utsav Thapa
▪ Cynthuja Partheeban
2
3. ACKNOWLEDGEMENTS
▪Thank you to those who supported this project,
especially:
▪ South Dakota Agricultural Experimental Station
▪ South Dakota NRCS
▪ Minnehaha Conservation District
▪ Dr. Laura Christianson for assistance in sample experimental
design and analysis
3
12. STUDY OF THE INTERNAL HYDRAULICS OF AN
AGED DENITRIFYING WOODCHIP BIOREACTOR
~SHELBY DUNCAN~
12
BALTIC, SD BIOREACTOR
Photo credit - Cynthuja Partheeban
13. NITRATE REDUCTION RESULTS
• Nitrate samples have
been taken since
2013.
• Nitrate removal rates
are decreasing faster
than estimated
leading to the belief
that the bioreactor is
reaching the end of
its useful life.
13
15. METHODS & MATERIALS
• Water samples taken at the inlet and outlet once a
week when the bioreactor was flowing
Nitrate Sampling
• 3.2 kg of Potassium Bromide was injected into the
inlet control structure
• Water samples were taken every 30 minutes after
injection
• Flow was tracked using a pressure transducer with
data points logged every 1 minute
Tracer Study
• Linear interpolations was used to estimate data
between samples
• Moving average was used to transform the data over
a 4.5-hr time-step
Data Analysis
15
Photo by John McMaine
16. TRACER STUDY
RESULTS
• Mean Tracer
Residence time
• 31.60 hrs
• Time to Peak
• 34.50 hrs
• Theoretical HRT
• 10.76 hrs
16
19. SHORT CIRCUITING
▪ Short circuiting occurs when water finds preferential paths
through a system. This leads to a lower HRT leaving water
under treated.
▪ Under conditions with no short circuiting, the S value would be
1.0.6 Since S value is 0.77, some short circuiting is occurring in
the bioreactor.
▪ Other aged bioreactors had S values ranging from 0.55 to 0.76.2
𝑆 =
𝑡16
𝑡50
= 0.77
19
20. PREDOMINANT FLOW TYPE
▪ A Mass Dispersion Index (MDI) of 1.0 is indicative of ideal plug
flow where an MDI greater than 2.0 indicates that the dominate
flow type is that of a continuously stirred tank reactor.7
▪ Other aged bioreactors which had MDIs ranging from 3.2-4.2.2
▪ An MDI of 1.84 is lower than other aged bioreactors; the
dominant flow is still considered to be plug flow.
▪ This does not indicate a failing bioreactor.
𝑀𝐷𝐼 =
𝑡90
𝑡10
= 1.84
20
21. NUMBER OF TANKS IN SERIES
▪ When n is 1, the bioreactor is completely mixed (continuously
stirred tank reactor); as n reaches infinity, the flow is plug flow. 4
▪ 19.83 is relatively high for a system like this, so plug flow is the
predominant flow.
▪ This does not indicate a failing bioreactor.
𝑛 =
𝜏2
𝜎2
= 19.83
21
23. CONCLUSION
▪ The short circuiting index was not low enough to hint at
major issues
▪ Both the MDI and tanks in series pointed to plug flow
▪ Though the nitrate reduction trend was showing that
the bioreactor was close to failure, other factors may
have been the cause
23
24. 24
REFERENCES
1Christianson et al. (2020). Denitrifying bioreactor Woodchip RECHARGE: Media properties after nine
years. Transactions of the ASABE, 63(2), 407–416. https://doi.org/10.13031/trans.13709
2Christianson, L., Helmers, M., Bhandari, A., & Moorman, T. (2013). Internal hydraulics of an agricultural
drainage denitrification bioreactor. Ecological Engineering, 52, 298–307.
https://doi.org/10.1016/j.ecoleng.2012.11.001
3Hampson, M. (2018, March 21). Marine dead zones in Gulf of Mexico are expected to last decades.
American Association for the Advancement of Science. Retrieved March 15, 2022, from
https://www.aaas.org/news/marine-dead-zones-gulf-mexico-are-expected-last-decades
4Kadlec, R. H., & Knight, R. L. (1998). Treatment wetlands. CRC Lewis Publishers.
5Knobeloch, L., Salna, B., Hogan, A., Postle, J., & Anderson, H. (2000). Blue babies and nitrate-
contaminated well water. Environmental Health Perspectives, 108(7), 675–678.
https://doi.org/10.1289/ehp.00108675
6Ta, C. T., & Brignal, W. J. (1998). Application of computational fluid dynamics technique to Storage
Reservoir Studies. Water Science and Technology, 37(2), 219–226.
https://doi.org/10.2166/wst.1998.0143
7Teixeira, E. C., & do Nascimento Siqueira, R. (2008). Performance Assessment of Hydraulic Efficiency
Indexes. Journal of Environmental Engineering, 134(10), 851–859.
https://doi.org/10.1061/(asce)0733-9372(2008)134:10(851)
25. ACKNOWLEDGEMENTS
▪Those who have gone before
▪ Shelby Duncan
▪ Kristen Almen
▪ Pavan Kulkarni
▪ John Maursetter
▪ David Kringen
▪ Rachel McDaniel
▪ Todd Trooien
▪ Chris Hay
▪ Jeppe Kjaersgaard
▪ Laurent Ahiablame
▪ Utsav Thapa
▪ Cynthuja Partheeban
25
As alluded to in the title of my presentation, the conservation practice that I have been studying in the most detail is the denitrifying woodchip bioreactor. For those who haven’t ever seen this, it is essentially a pit of woodchips buried in the ground. This pit is usually on the edge of a cropped field, and it is in line with a tile outlet. The woodchips are the host to as well as the carbon source for a type of bacteria that breaks nitrate down into nitrogen gas. The photo here shows the layout of the tile and the bioreactor that is the focus of this study. The yellow lines represent the tile, and the rectangle outlined in red is the bioreactor.