This webinar was jointly organized by the African Union (AU), the International Water Management Institute (IWMI), the Food and Agriculture Organization of the United Nations (FAO) and The World Bank on October 15, 2020. More info: http://bit.ly/IDAWM20
penman-monteith approach is the basis of this equation. it is used to calculate reference evapotranspiration for a particular area, there by we can calculate potential evapotranspiration
Growing role of Groundwater in Indian irrigation in transitionIndia Water Portal
Groundwater provides 65% of India's water needs. Dr Tushaar Shah is one of India's foremost researchers on groundwater. This is a presentation at a groundwater conference in Pune organized by ACWADAM and supported by Arghyam.
This presentation belongs to Dr. Tushaar Shah. Any reuse requires his permission, you can write to t.shah@cgiar.org with a cc to portal@arghyam.org
This webinar was jointly organized by the African Union (AU), the International Water Management Institute (IWMI), the Food and Agriculture Organization of the United Nations (FAO) and The World Bank on October 15, 2020. More info: http://bit.ly/IDAWM20
penman-monteith approach is the basis of this equation. it is used to calculate reference evapotranspiration for a particular area, there by we can calculate potential evapotranspiration
Growing role of Groundwater in Indian irrigation in transitionIndia Water Portal
Groundwater provides 65% of India's water needs. Dr Tushaar Shah is one of India's foremost researchers on groundwater. This is a presentation at a groundwater conference in Pune organized by ACWADAM and supported by Arghyam.
This presentation belongs to Dr. Tushaar Shah. Any reuse requires his permission, you can write to t.shah@cgiar.org with a cc to portal@arghyam.org
Determination of design discharge and environmental flow in micro-hydropower ...Daniel Ngoma
In designing micro hydropower plants capacity, the amount of water flow discharge determination is very essential in estimating the power output for the micro hydropower scheme due to the fact that in recent years there has been an increase in water demand due irrigation activities because of an increase in agriculture activities [1]. From the literature, there are several methods that are used to determine hydro turbine water flow discharge but the most widely used method is the hydrological method which is based on the formulation of flow duration curve or hydrograph for the respective river flow based on site historical and measured hydrological data.
The hydrograph represents the amount of water flow in m3/s that is available for a particular river or stream in percentage from the historical hydrological data which has been computed over a period of more than one year. From the study of Hhaynu River which is a small river in Tanzania, the computed flow results show that, 8% of the time the flow is at 2.3 m3/s while at 50% of the time the river flow was at 1.86 m3/s and at 100% of the time the water flow was at 0.60 m3/s. When determining design discharge for run-of-river schemes, provision have to be considered for environmental flow on which for the Hhaynu River this has been analysed to be 0.2 m3/s (33.3% of river base flow) which resulted to the hydro-turbine development design water flow discharge of 0.4 m3/s from the computed flow duration curve with provision for environmental flow.
The usefulness of developing flow duration curve for rivers is to determine the available water flow in a particular small river and its suitability for micro hydropower development from estimates of the amount of water flow discharge.
Introduction about hydropower, types of intakes, classification of hydropower plants, estimation of water potential, and planning aspects of hydropower.
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region is characterised by data scarcity, a tropical climate and riverine, lacustrine tidal wetlands which form
an important buffer to riverine pollution of the lake. These characteristics of the basin form a challenge for
water quality models. The objective is to state the strengths and weaknesses of a potential water quality
model under these challenging conditions. This objective is executed with the soil water assessment tool
(SWAT) in a catchment of the Lake Victoria Basin as pilot area. The pilot area of the Mara river basin is
hydrologically complex containing tropical and plantation forest, savanna, grasslands, bi-annual agriculture,
shrublands and wetlands. It has varied soil types and bi-annual rain seasons
The study consist of literature research and flow simulation of the transboundary Mara river basin. The
model study aims to characterise the hydrology in the pilot area. The study includes a thorough analysis of
rainfall, stage and flow data. Model preparation steps include the use of weighted-area rainfall estimation
methods, climate model data and empirical derivation of soil input parameters. Discharge calibration
methods include multi-site calibration, by making use of an alternative objective function statistic for the
commonly used Nash-Sutcliffe Efficiency (NSE) called the Kling-Gupta Efficiency (KGE). The literature study
targets previous flow and water quality studies done in tropical or wetland areas, thereby looking to see how
these studies adapted to hydrological modelling with SWAT in tropical or wetland areas, and why theses
adaptions were made. The literature research also includes a comparison of wetland processes in SWAT
with the physical, biological and chemical processes as described in previous studies.
The Mara river basin flow simulation gave a satisfactory model performance for two out of three calibration
sites, thereby being able to give preliminary outputs on water-balance and other flow characteristics. During
research, a number of model, knowledge and data gaps were found to be critical for better understanding
the hydrological and water quality system workings in the Lake Victoria and Mara river basin. From the
model and literature study it is concluded that several issues on data scarcity and hydrological model
processes in the tropics can be overcome. These do not necessarily decrease model performance or
uncertainty in the SWAT model. However, wetland processes are oversimplified in SWAT. Modification and
coupled SWAT models yet have not been able to provide an alternative to the default model that adequately
represents the main flow, sediment and nutrients processes and fluxes that are present in Mara’s wetlands.
Propagação de Cheias (Parte 2) - ReservatóriosHidrologia UFC
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Gensol has estimated Bifacial Gain varying between ~4.0-10.5% when Bifacial PV Modules are configured with Single Axis Tracker (SAT) system depending on system configuration & ground albedo. Various iterations of energy generation were simulated using PVsyst to understand the impact of design considerations and climatic factors on the Bifacial Gain of 1P x 30 Bifacial PV array with SAT system equipped over-torque tube for India & Middle East regions.
To arrest the decline in groundwater levels, Atal Bhujal Yojana or Atal Jal - perhaps India’s largest community led groundwater management program till date - was launched in December 2019. This presentation provides an overview of the scheme, its objectives, key features, disbursement linked indicators and possible interventions.
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Determination of design discharge and environmental flow in micro-hydropower ...Daniel Ngoma
In designing micro hydropower plants capacity, the amount of water flow discharge determination is very essential in estimating the power output for the micro hydropower scheme due to the fact that in recent years there has been an increase in water demand due irrigation activities because of an increase in agriculture activities [1]. From the literature, there are several methods that are used to determine hydro turbine water flow discharge but the most widely used method is the hydrological method which is based on the formulation of flow duration curve or hydrograph for the respective river flow based on site historical and measured hydrological data.
The hydrograph represents the amount of water flow in m3/s that is available for a particular river or stream in percentage from the historical hydrological data which has been computed over a period of more than one year. From the study of Hhaynu River which is a small river in Tanzania, the computed flow results show that, 8% of the time the flow is at 2.3 m3/s while at 50% of the time the river flow was at 1.86 m3/s and at 100% of the time the water flow was at 0.60 m3/s. When determining design discharge for run-of-river schemes, provision have to be considered for environmental flow on which for the Hhaynu River this has been analysed to be 0.2 m3/s (33.3% of river base flow) which resulted to the hydro-turbine development design water flow discharge of 0.4 m3/s from the computed flow duration curve with provision for environmental flow.
The usefulness of developing flow duration curve for rivers is to determine the available water flow in a particular small river and its suitability for micro hydropower development from estimates of the amount of water flow discharge.
Introduction about hydropower, types of intakes, classification of hydropower plants, estimation of water potential, and planning aspects of hydropower.
Assessing the ability of SWAT as a water quality model in the Lake Victoria b...Timo Brussée
There is a need for a water quality model for use in the Lake Victoria basin countries in East-Africa. The
region is characterised by data scarcity, a tropical climate and riverine, lacustrine tidal wetlands which form
an important buffer to riverine pollution of the lake. These characteristics of the basin form a challenge for
water quality models. The objective is to state the strengths and weaknesses of a potential water quality
model under these challenging conditions. This objective is executed with the soil water assessment tool
(SWAT) in a catchment of the Lake Victoria Basin as pilot area. The pilot area of the Mara river basin is
hydrologically complex containing tropical and plantation forest, savanna, grasslands, bi-annual agriculture,
shrublands and wetlands. It has varied soil types and bi-annual rain seasons
The study consist of literature research and flow simulation of the transboundary Mara river basin. The
model study aims to characterise the hydrology in the pilot area. The study includes a thorough analysis of
rainfall, stage and flow data. Model preparation steps include the use of weighted-area rainfall estimation
methods, climate model data and empirical derivation of soil input parameters. Discharge calibration
methods include multi-site calibration, by making use of an alternative objective function statistic for the
commonly used Nash-Sutcliffe Efficiency (NSE) called the Kling-Gupta Efficiency (KGE). The literature study
targets previous flow and water quality studies done in tropical or wetland areas, thereby looking to see how
these studies adapted to hydrological modelling with SWAT in tropical or wetland areas, and why theses
adaptions were made. The literature research also includes a comparison of wetland processes in SWAT
with the physical, biological and chemical processes as described in previous studies.
The Mara river basin flow simulation gave a satisfactory model performance for two out of three calibration
sites, thereby being able to give preliminary outputs on water-balance and other flow characteristics. During
research, a number of model, knowledge and data gaps were found to be critical for better understanding
the hydrological and water quality system workings in the Lake Victoria and Mara river basin. From the
model and literature study it is concluded that several issues on data scarcity and hydrological model
processes in the tropics can be overcome. These do not necessarily decrease model performance or
uncertainty in the SWAT model. However, wetland processes are oversimplified in SWAT. Modification and
coupled SWAT models yet have not been able to provide an alternative to the default model that adequately
represents the main flow, sediment and nutrients processes and fluxes that are present in Mara’s wetlands.
Propagação de Cheias (Parte 2) - ReservatóriosHidrologia UFC
Módulo de Propagação de Cheias em Reservatórios, pertencente à disciplina de Hidrologia do curso de Engenharia Civil da Universidade Federal do Ceará (UFC). Disciplina ministrada pelo professor Francisco de Assis de Sousa Filho.
Gensol has estimated Bifacial Gain varying between ~4.0-10.5% when Bifacial PV Modules are configured with Single Axis Tracker (SAT) system depending on system configuration & ground albedo. Various iterations of energy generation were simulated using PVsyst to understand the impact of design considerations and climatic factors on the Bifacial Gain of 1P x 30 Bifacial PV array with SAT system equipped over-torque tube for India & Middle East regions.
To arrest the decline in groundwater levels, Atal Bhujal Yojana or Atal Jal - perhaps India’s largest community led groundwater management program till date - was launched in December 2019. This presentation provides an overview of the scheme, its objectives, key features, disbursement linked indicators and possible interventions.
Rainwater harvesting (RWH) can go a long way in solving water crises. Wipro Cares, in partnership with Biome, embarked on a project to implement rooftop RWH and improve the water infrastructure in seven government schools in this area. One such is Marsur school.
Report of rainwater harvesting at Panathur Government Schoolbiometrust
Biome Environmental Trust designed and installed a rooftop rainwater harvesting system at Panathur Government School with funding support from Ittiam Systems Pvt Ltd
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Willie Nelson is a name that resonates within the world of music and entertainment. Known for his unique voice, and masterful guitar skills. and an extraordinary career spanning several decades. Nelson has become a legend in the country music scene. But, his influence extends far beyond the realm of music. with ventures in acting, writing, activism, and business. This comprehensive article delves into Willie Nelson net worth. exploring the various facets of his career that have contributed to his large fortune.
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Introduction
Willie Nelson net worth is a testament to his enduring influence and success in many fields. Born on April 29, 1933, in Abbott, Texas. Nelson's journey from a humble beginning to becoming one of the most iconic figures in American music is nothing short of inspirational. His net worth, which estimated to be around $25 million as of 2024. reflects a career that is as diverse as it is prolific.
Early Life and Musical Beginnings
Humble Origins
Willie Hugh Nelson was born during the Great Depression. a time of significant economic hardship in the United States. Raised by his grandparents. Nelson found solace and inspiration in music from an early age. His grandmother taught him to play the guitar. setting the stage for what would become an illustrious career.
First Steps in Music
Nelson's initial foray into the music industry was fraught with challenges. He moved to Nashville, Tennessee, to pursue his dreams, but success did not come . Working as a songwriter, Nelson penned hits for other artists. which helped him gain a foothold in the competitive music scene. His songwriting skills contributed to his early earnings. laying the foundation for his net worth.
Rise to Stardom
Breakthrough Albums
The 1970s marked a turning point in Willie Nelson's career. His albums "Shotgun Willie" (1973), "Red Headed Stranger" (1975). and "Stardust" (1978) received critical acclaim and commercial success. These albums not only solidified his position in the country music genre. but also introduced his music to a broader audience. The success of these albums played a crucial role in boosting Willie Nelson net worth.
Iconic Songs
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Television Appearances
Nelson's char
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Rainwater harvesting at Govt Higher Primary School, Sonnappanahalli.pdf
1. Rainwater Harvesting at Government Higher Primary
School, Sonnappanahalli
Biome Environmental Trust,
264, 6th Main Road, BEL Layout
6th Block, BEL Layout, Vidyaranyapura,
Bengaluru, Karnataka 560097
www.biometrust.org
1
2. 1.0 Basic information about the school
Name of school Government Higher Primary School, Sonnappanahalli
Contact information Mr Venkate Gowda (Headmaster)
Number of students 360
Classes 1st - 8th std
Number of faculty 12 teachers, 6 non-teaching staff
Sonnappanahalli Govt Higher Primary School is a co-educational Kannada medium
school with classes from the first to the eighth standard. It has seven buildings, of
which two are new, and have 2 floors (G + 1). There are two toilet blocks and a
playground. There are two handwash stations, one near the staff room, and the
other has been converted into a drinking water station. There is also an Anganwadi
on the same campus, for which two more new buildings have been built.
Google map view of the school
2
3. 2.0 Water situation in the school before intervention
The school receives water from the panchayat borewell 3 - 4 times a week, through a
pipe connected to the borewell. The daily water demand is 5000 litres, for
handwashing, washing plates and the toilets. Drinking water is obtained from two
RO plants installed on the school premises by DrinkPrime. The daily water demand
works out to 13.2 lpcd, which is much below the BIS 1993 standards of 45 lpcd.
The school has two old sump tanks near the entrance - each of 28300 litres. One has
cracks and is not in use. The other is used as a backup. There are four overhead tanks
- one on one of the new buildings, one each on both the toilet blocks, and one on the
office building - near the functional handwash station. There is an open well with a
diameter of 16.5 feet and a depth of 35 feet, whose water was used for the toilets. It
fell to disuse later on and was not maintained.
Akshayapatra supplies midday meals for the schoolchildren. This had been paused
during the COVID pandemic when monthly rations were supplied instead.
In spite of the panchayat overhead tank (50 KL) being on the school campus, both
the school and the Anganwadi faced a shortage of water due to inadequate supply
from the panchayat borewell.
Layout of the school campus
3
4. New buildings Toilet blocks
Open well to be rejuvenated
3.0 Plan for intervention
Puravankara Ltd provided funding for the installation of a rooftop rainwater
harvesting system at the school. The implementation was done by Biome
Environmental Trust in Feb - Mar 2022. ITC’s Mission Sunehra Kal supported the visits,
water literacy sessions at the school and setting up of the Water Quality Learning
Centre. They also funded the construction of the handwash station and the rainwater
harvesting system at the Anganwadi.
4.0 RWH system implementation details
The implementation of the rooftop rainwater harvesting system was done on the
two new buildings that had downtake pipes from their terraces - the primary and
higher primary blocks and two old buildings housing the Anganwadi. A new sump
tank was constructed, into which the rooftop rainwater from the two new buildings
was channelled after being passed through a custom-built masonry filter.
4
5. Rainwater harvesting potential of the school
The rainwater harvesting potential of the school was calculated by taking into
account only the rooftops of the two new buildings. The older buildings were not
considered, as their roofs were not clean.
Catchment
Roof area
(sft)
Roof area
(sqm)
Runoff
coefficient
Runoff in
30 mm rain
(litres)
Runoff in
60 mm
rain
(litres)
Runoff in
annual
rainfall 974.5
mm (litres)
Building 01 1464 136 0.9 3672 7344 119287
Building 02 1090 101 0.9 2734 5468 88813
Total 2554 237 6406 12813 208100
Table showing RWH potential calculation
The dimensions of the new sump tank are length 10 ft, width 6 ft and depth 7 ft, with
a volume of 420 cuft or around 12000 litres (12 KL). The custom-built masonry filter is
3 ft x 3 ft x 3 ft in size, with a capacity of around 765 litres. The harvested rainwater is
used in the toilets, for washing hands and plates, cleaning and watering the garden.
The overflow from the sump tank is directed into an existing recharge well of 4 ft
diameter and 15 ft depth. Another recharge well of the same size near the compound
wall receives surface runoff. Both have been funded by Athaang Devanahalli Tollways
Pvt Ltd. The first well is also used as a source of water - which is pumped into the
sump tank and used for all non-potable purposes.
5
8. Rainwater harvesting system at the Anganwadi
There are two Anganwadi buildings occupied by 50 students. The roofs of these
buildings did not have parapets, and rainwater would flow down the walls. Parapets
were constructed, and downtake pipes were added. The combined roof area is 840
sft. The rooftop runoff is stored in an existing 10 KL sump tank. Annually, around 68
KL of rainwater is harvested, which meets around 68 days of water demand. The
installation of this system was done by Myrada with technical support from Biome
and funding from ITC MSK. The panchayat later installed a pump.
Anganwadi with RWH filter on the left
5.0 Other interventions
A normal tap has a flow rate of 15 litres per minute (L/min) when fully open. Flow
restrictors reduce the flow rate to 7 L/min. These were installed on nine taps in the
school’s handwash area. Aerators can further reduce the flow rate to 4 L/min. An
aerator was installed on one tap in the handwash area. The handwash area has been
enclosed by a grill that can be locked, in order to prevent pilferage and vandalism.
Flow restrictor Aerator
8
9. Handwash area grill enclosure
A Water Quality Learning Centre has been set up in the school. The teachers and
students have been trained in water quality testing, and test kits have been given to
the school, to help keep track of the quality of the water used at the school.
ITC MSK has also funded the painting of the walls and rainwater filters with
information about the RWH system and its maintenance.
Wall painting on the school and anganwadi
9
10. The school’s open well is awaiting cleaning. The well water is currently being used to
water the school garden.
The Embassy Group has adopted the school and funds regular maintenance activities
for which two people have been employed. Embassy also provides cleaning materials
for the school, and funds the students’ school bags and books.
6.0 Performance of system and learnings
● Assessment of overall project performance against plan
The original plan was to do rooftop rainwater harvesting for 2 Anganwadi
buildings and 2 buildings of the Higher Primary school.
- Later, when Athaang Toll Plaza wanted to fund 2 recharge wells in the school,
they were convinced to do one recharge well with a of diameter 4 feet and a
depth of 15 feet near the rainwater sump to use the overflow from the sump
for groundwater recharge. The recharge well also holds water for a few
months during the rainy season, which has been pumped and used by the
school.
- Aerators for water demand management, water literacy sessions for the
students, teachers and SDMC members, a water quality learning centre in the
school for educational purposes, RO filters for drinking water, etc, which were
not part of the initial plan, were added later due to the interest shown by the
school staff towards utilising and maintaining the facilities provided.
● Participatory team assessment of project
The Anganwadi staff would request donors to fund tanker water purchase.
The water was stored in the sump tank, and was drawn water manually. They
were not getting any water from the panchayat, and were happy with the
installation of the RWH system and pump, which have made it much easier to
access water.
The HM of the GHPS, teachers, and students are using the system for water
literacy in the school. The students are actively involved in operating and
maintaining the system. When the recharge well started holding water, the
school started using the water and continued to do so even after the rains
stopped. Before aerators were installed, one senior student used to monitor
the water usage at the handwash station - now that is no longer needed.
● Description of project successes
This project has been used as a showcase project for training plumbers in
RWH on one occasion since it was completed. Different groups of people have
visited the school - students from a Swiss University, panchayat officials from
Hoskote, etc. The dedicated maintenance staff takes good care of the RWH
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11. system. ITC’s Parisara Habba was conducted at the school premises. It is
hoped that this project will have a multiplier effect in promoting the concept
of rooftop RWH in the area.
ITC’s Parisara Habba at the school
Visit by Swiss students Visit by German students
Visit by stakeholders from Hoskote
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12. ● Lessons learnt
The success of such systems depends on regular and proper maintenance. The
school has two full-time housekeeping staff who take care of the terrace
cleaning, filter cleaning, operation of the first rain separator valve, etc. The
HM of the school has also trained some of the students to regularly monitor
the RWH system. The learning has been that it is important for the
implementing NGO to follow up with the school once in a while and keep
reminding them about the maintenance of the RWH system to ensure that the
system is optimally utilised. It is worthwhile investing in a dedicated
maintenance team for this and other maintenance required in the school.
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