Primary canals are the name given to the canal which interlinks the adjacent two rivers. Flat canal system is the canal where the starting and ending of the canal are at the same level in which the water entering or exiting from the canal will alter the level of water in the canal makes the water accessible all along its course equally.
Continuously flowing rivers like Ganga, Yamuna (For FPC1) and Brahmaputra (For FPC4) with the water of their tributaries will be filling the water to the primary canals throughout the year.
The level of the water of the river Ganga is made to rise to 900 meters AMSL by constructing a dam like structure called River Elevator and draining the water from the top of this structure and then making the water to flow on the Himalayan hills which forms the south border for the west flowing river Ganga proximal to Rishikesh through a open surface canal called Ganga upper canal. The water from the end of the Ganga upper canal will be made to flow through a closed tube like concrete structure called 'Ganga U tube' and thus the water of the Ganga River can be shifted to the Yamuna river catchment area. Another open surface canal will run along the northern range of hills in the Yamuna river catchment area starting from the ending point of Ganga U tube and reaches the Himalayan hills west to south flowing river Yamuna at the level of 800 meters AMSL. From this point the water from the river Ganga and Yamuna will be made to flow through a closed tube like concrete structure called 'Yamuna U tube' and thus the water of the Ganga and Yamuna river can be shifted to the Aravalli range of hills of Rajasthan. Till this point the water will be flowing by gravity in one direction.
The FPC1 which starts at this point will end at river Chittar in the cardamom hills on the east side will be receiving water from the higher side and will distribute water to the lower side all along its course, thus rain anywhere at the higher side will make the water to be available all along the course of the Flat primary canal.
I am proposing the Flat canal system for interlinking rivers in order to utilize the available potable surface water to the maximum extent before it becomes non potable as it reaches the sea and becomes salty. Since the flat canal works on the principle of multiple inputs and multiple outputs, this works out more useful rather than single input (reservoir / dam) and multiple outputs from the declining canal which originates from the reservoir. Silting is the problem of both flat and declining canal, that we need to address with suitable technology. Flat canal system is the best way of distributing the water to all the needy parts of the nation, even when there is rain in the catchment area of any river above the level of the canal. With flat canal system it is possible to eradicate the drought from this world and to prevent the flood to the possible extent.
This presentation provides you the conceptual knowledge as per DBATU, Lonere Last Year BTech Civil subject, Infrastructure Engg. Module-V Tunnel Engineering
Shape and Size of Tunnel Shafts, Pilot Tunnels, Tunneling in Hard Rock, Tunneling in Soft Materials, Drilling-Patterns, Blasting, Timbering, Mucking, Tunnel Lining, Advances In Tunneling Methods, Safety Measures, Ventilation, Lighting and Drainage of Tunnels
etc.
I am proposing the Flat canal system for interlinking rivers in order to utilize the available potable surface water to the maximum extent before it becomes non potable as it reaches the sea and becomes salty. Since the flat canal works on the principle of multiple inputs and multiple outputs, this works out more useful rather than single input (reservoir / dam) and multiple outputs from the declining canal which originates from the reservoir. Silting is the problem of both flat and declining canal, that we need to address with suitable technology. Flat canal system is the best way of distributing the water to all the needy parts of the nation, even when there is rain in the catchment area of any river above the level of the canal. With flat canal system it is possible to eradicate the drought from this world and to prevent the flood to the possible extent.
This presentation provides you the conceptual knowledge as per DBATU, Lonere Last Year BTech Civil subject, Infrastructure Engg. Module-V Tunnel Engineering
Shape and Size of Tunnel Shafts, Pilot Tunnels, Tunneling in Hard Rock, Tunneling in Soft Materials, Drilling-Patterns, Blasting, Timbering, Mucking, Tunnel Lining, Advances In Tunneling Methods, Safety Measures, Ventilation, Lighting and Drainage of Tunnels
etc.
It describes water distribution methods, including necessity and requirement, distribution patterns, types of ESR and determination of reservoir capacity includes Balancing storage, Breakdown storage and Fire storage in case of water distribution.
Interlinking rivers 4 - Interlinking Indian Rivers - Short Presentation 3 - M...Shivu P
This method (Reticular canal system) of interlinking rivers will give justice to both flood and drought prone areas to the maximum extent. There are many advantages from this system of irrigation like, It, irrigates most of the drought prone areas and thus supply adequate water for agriculture - industry - irrigation, we need not construct costly structures like dams - reservoirs and thus protecting the same, the course of the surface canal will make the water to distribute to all the needy areas and the water will reach the destiny (Sea) only when no area wants the water for any reasons, issues like generation of back water and shifting villages and cities will not arise, we will be able to generate enormous electricity by the hydroelectricity projects – that, we will be able to create at multiple places where the Primary canal discharges its water, water can be provided / released on the needy basis - with sufficiency, surface water storing capacity in the canal becomes more as it a long canal and it makes the underground water to rise, we can expect more rain and less cyclonic effect as there is better generation of the clouds over the land almost as equivalent as that of the clouds generated over the sea, thin forest can be converted in to thick forest and thus we can make the forest cover of the land with the peoples participation, most of the natural water pathway which remains dry in most of the periods can be made to flow continuously as per our need and we need not construct big structures for this purpose - simple structures like a barrier wall/weir will divert the water from the rivers to the primary canals, farmers looking in to the sky for rain and complications in agriculture due to less rain fall can be prevented, all the present dry well will be filled with water, all the present dams and reservoirs can be made to maintain optimum level of water in all the seasons without depending on the rain from the same river basin, it is possible to eradicate the land classification based on the irrigation like 'dry - semi irrigated - irrigated land' and we can make all the land in to 'irrigated land'. The beauty of the nature can increased with greenery everywhere and small attractive waterfalls at many places.
• Hydroelectric power (often called hydropower) is considered a renewable energy source. A renewable energy source is one that is not depleted (used up) in the production of energy. Through hydropower, the energy in falling water is converted into electricity without “using up” the water. Hydroelectric power (hydropower) systems convert the kinetic energy in flowing water into electric energy.
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
This presentation tells us about the relation between the environment and health of humans and the various changes happening in the air - water - food that we consume due to our own day to day activity. What are the per capita requirement of air - water - food and how increase in the population multiplied by the requirements of air - water - food increase the pressure on the environment with non union and selfish ness in the minds of the population is taking mother earth to her death bed and thus towards the end of all of us. Still there is a time to save all of us if we unite and work with cooperation and coordination.
Comments on NWDA's (National Water Development Authority) methodology of ILR ...Shivu P
This is an article written and sent to one of my friend.
This article contains my personnel comments on the present plan of National Water Development Authority for Interlinking Indian Rivers. I think, the government will look in to it before it proceeds for the same.
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Similar to Interlinking rivers 5 - Interlinking Indian Rivers - Short Presentation 4 - PC and FPC in Reticular Canal Systems (Refer Chapter 12.3)
It describes water distribution methods, including necessity and requirement, distribution patterns, types of ESR and determination of reservoir capacity includes Balancing storage, Breakdown storage and Fire storage in case of water distribution.
Interlinking rivers 4 - Interlinking Indian Rivers - Short Presentation 3 - M...Shivu P
This method (Reticular canal system) of interlinking rivers will give justice to both flood and drought prone areas to the maximum extent. There are many advantages from this system of irrigation like, It, irrigates most of the drought prone areas and thus supply adequate water for agriculture - industry - irrigation, we need not construct costly structures like dams - reservoirs and thus protecting the same, the course of the surface canal will make the water to distribute to all the needy areas and the water will reach the destiny (Sea) only when no area wants the water for any reasons, issues like generation of back water and shifting villages and cities will not arise, we will be able to generate enormous electricity by the hydroelectricity projects – that, we will be able to create at multiple places where the Primary canal discharges its water, water can be provided / released on the needy basis - with sufficiency, surface water storing capacity in the canal becomes more as it a long canal and it makes the underground water to rise, we can expect more rain and less cyclonic effect as there is better generation of the clouds over the land almost as equivalent as that of the clouds generated over the sea, thin forest can be converted in to thick forest and thus we can make the forest cover of the land with the peoples participation, most of the natural water pathway which remains dry in most of the periods can be made to flow continuously as per our need and we need not construct big structures for this purpose - simple structures like a barrier wall/weir will divert the water from the rivers to the primary canals, farmers looking in to the sky for rain and complications in agriculture due to less rain fall can be prevented, all the present dry well will be filled with water, all the present dams and reservoirs can be made to maintain optimum level of water in all the seasons without depending on the rain from the same river basin, it is possible to eradicate the land classification based on the irrigation like 'dry - semi irrigated - irrigated land' and we can make all the land in to 'irrigated land'. The beauty of the nature can increased with greenery everywhere and small attractive waterfalls at many places.
• Hydroelectric power (often called hydropower) is considered a renewable energy source. A renewable energy source is one that is not depleted (used up) in the production of energy. Through hydropower, the energy in falling water is converted into electricity without “using up” the water. Hydroelectric power (hydropower) systems convert the kinetic energy in flowing water into electric energy.
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
Similar to Interlinking rivers 5 - Interlinking Indian Rivers - Short Presentation 4 - PC and FPC in Reticular Canal Systems (Refer Chapter 12.3) (20)
This presentation tells us about the relation between the environment and health of humans and the various changes happening in the air - water - food that we consume due to our own day to day activity. What are the per capita requirement of air - water - food and how increase in the population multiplied by the requirements of air - water - food increase the pressure on the environment with non union and selfish ness in the minds of the population is taking mother earth to her death bed and thus towards the end of all of us. Still there is a time to save all of us if we unite and work with cooperation and coordination.
Comments on NWDA's (National Water Development Authority) methodology of ILR ...Shivu P
This is an article written and sent to one of my friend.
This article contains my personnel comments on the present plan of National Water Development Authority for Interlinking Indian Rivers. I think, the government will look in to it before it proceeds for the same.
As the population is increasing, the need for good air, water, food and others are also increasing, that has to be provided by the environment. In this process the environment is getting injuries and deteriorating gradually. Let us see how it is happening and how we can prevent this.
Breast feeding is the most important physiological process we need to maintain as is maintained by all other mammal to sustain the life with good health. The responsibility lies not only on the mother, but on all the people like the family, society, place of work, the nation. the mother and the child needs to get the support from the entire world to sustain breast feeding. In this aspect the role of every individual at different levels is mentioned here.
Breast feeding is one of the most important gift, support, bond, attachment provided between the Mother and the baby even after the delivery of the baby to maintain the normal physiology of the mother, baby, family, society and the nation. some of the aspects of breast feeding especially the importance of proper feeding techniques to initiate, sustain and make the breast feeding successful is mentioned here.
Reticular canal system where we use flat canals to the maximum extent is one of the most useful, eco friendly, simple, safe, secure, surface situated, larger surface irrigating, sustainable, synergistic present irrigation system, sufficient, thus say no to disputes, system of interlinking rivers. With this we should be able to end all the water related problems permanently and thus bring peace, prosperity, wealth, health, happiness to the mankind.
Summary of the book 'views to make this world developed'Shivu P
Deforestation, desertification, poverty, pollution, malnutrition, corruption, robberies, quarrels, destruction, war, drought, sufferings, diseases and such things are the consequences of population explosion, egoism, over ambition, un satisfactions, jealousy, un cooperation, in co ordination, results in environmental destruction, making our biosphere poisonous, we losing our earth for our living soon.
The main aim of this book is to make this ‘World’ developed and this ‘Earth’ as the lovely place for every ‘Human’, but not to criticize the present system. These are my opinions, I know efforts are taken from centuries to make this world / earth a more suitable place for life of all the living creatures including humans, but this is my concern expressed in this way and the rest is left to the discretion of the leaders and the people of this world.
Contents of this book - section chapter (Includes all the chapters)Shivu P
This presentation gives complete list of all the chapters of this book 'Views to make this ‘World’ developed and this ‘Earth’ as the lovely place for every ‘Human’.
S13c18 chapter 18-different blocks in the model village (auto cad drawings).Shivu P
In this chapter the various plans for the model village and the model nation are given as the prototype. The original drawings are in auto cad drawing. This chapter is an over view of the plans of the model village and model nation. Various blocks like office block, school blocks, sports blocks, residence, hospital blocks, cow keeping blocks, agriculture product processing block, and so on are mentioned. It is planned in such a way that, no one need not utilize any type of vehicle inside the village to reach different blocks, as the inter building bridges brings all the needy places in walk able distance, thus we can reduce the utilization of vehicle and the fuel to maximum level, thus the pollution and traffic congestion.
S13c17 chapter 17-facts and figures on waste management.Shivu P
Increased production of waste which are solid, electronic, gaseous, liquid, bio hazard /medical, industrial and so on are the result of modern world due to rapid growth in population, urbanization, industries and so on. Now it is becoming the threat to the people who live close to the waste dumping / treating areas and later it will becomes the threat to the entire biosphere and to the life of all the organisms. So it is very much essential to prevent uncontrolled urbanization, convert all the waste in to useful materials through recycling at the suitable level. Model village and model nation plan can handle the waste management in a better way. In this chapter some of the facts and figures related to the waste management are mentioned.
S13c16 chapter 16-facts and figures on urbanisation.Shivu P
Urbanization with all the amenities became the need for the affordable class of people. Urban slums are the people who lead the life in a bad condition where they do not have other ways to lead the life better than this, suffer a lot, acts like the reservoir of disease and spread the communicable diseases even to the affordable class of people. Traffic related issues, sanitation, transportation, domestic water supply, pollution are some of the major issues which will stick to the problem of urbanization. Now our leaders started solving these problems with fly over’s, metros, underground canal transportation, one way roads, pumping water from the rivers to the cities, identifying places to manage the waste, and so on. Do you think will these types of problems will solve by constructing more number of fly over’s?
Please understand, the solution for all these problems are not present in the urban area, but it is present in the rural area. People should stop migrating towards the urban areas, and that is possible only when the people who live in the village gets good income for their effort in their own village, good school for their children, better recreation facility in their own village and that is possible with model village - model nation plan. with model village and model nation people will stop migrating towards the urban areas and in fact those who have properties in their native village will move back to their village and thus the burden of urbanization will decrease. The leaders of the this world will understand this concept and will work in this way. Some of the facts and figures related to the urbanization are mentioned in this chapter.
S13c15 chapter 15-facts and figures on unemployment.Shivu P
S13c15 chapter 15-facts and figures on unemployment.
Unemployment problem will arise when a skilled person does not get his basic needs for his profession (for example irrigation for the farmer), or a skilled person does not able to adjust for the new job which is not related to his university degree (for example the university degree holding son of the farmer will be wasting decades in his life looking for the job in a government office instead of involving in the farm work with his father, and he will be telling to his friends that 'farming is not a good job and we will go for loss because there are no rains for many years' and it may be the truth also).
'Every second of every person is important and that needs to be utilized in a constructive ways through the programs and policies'. If the leaders thinks that ‘only their time is precious - others are not so important’, and if they fail to make the policies in such a way that, even the child which is going to be born after ten years will also get some job in suitable way soon after his education, then that nation is not going to develop with the phase other nation and the people of that nation is going to suffer a lot in various ways.
A university which generates the degree holder needs to understand the need of that degree in the society before it generating that degree holder to eradicate the graduate unemployment problem. More unemployment will lead more burden on the environment, it is because an unemployed person in the period of unemployment in his life will be leading unproductive life during his unemployment period, but he will be utilizing all the products of environment through his food, cloth, shelter and so on, thus there is a negative balance in the life and in the environment. I think the leaders of this world will understand the interrelationship between the unemployment and the sustainability of the environment and will create this world in such a way that all the people of the world will be involved in one or the other Eco friendly productive activity and thus leads a happy and prosperous life.
In this chapter I have mentioned about some of the facts like rate of unemployment, labor laws, labor force, marketable skills, professional skills, adult unemployment, graduate unemployment, and so on.
S13c13 chapter 13-facts and figures on some statistics.Shivu P
In this chapter some of the statistics related to gross domestic product, per capita income, life expectancy, crude death rate and so on are mentioned. With model village and model nation plan it is possible to increase the GDP, per capita income and life expectancy.
S13c10 chapter 10-facts and figures on poverty.Shivu P
Let us think, it is not practically possible to work twenty four hours in a day with utmost sincerity, good character, faithfulness in all the days of the year by one person and even if a person works like this, then also, he will not become the richest person of the world, its means that, there is no relation between the hours of work, character of the person, sincerity in work and so on with richness. So this world is running with the race of intelligence in both legal and illegal way and the most intelligent person for making money will become the rich soon and the people even with intelligence without the intelligence for making the money will remain as poor even with work and working for any number of hours. People working for money to lead the life but not getting the sufficient money to lead the life with this increase in the rate of all the essential materials will make this earth vulnerable for injury like poor people travelling with poor vehicles with increased emission will add to the burden on pollution, overcrowded slums will acts like the reservoir for all the communicable diseases and sudden breakups of diseases can occur at any time and it can involve any person. So it is very much essential to eradicate the poverty to save our planet for our living. I think the seriousness behind it will be understood by our leaders and will work for the same to save our earth for our living.
In this chapter some of the facts and figures related to people living with hungry in different parts of the world, per capita income, wealth distribution, and so on are mentioned.
S13c8 chapter 8-facts and figures on life style practices.Shivu P
There was a time where people were not able to identify the cause for the ailments, so they used to try the treatment, they know or they used to pry in different way or they used to practice some rituals or try with some plant products and so on. No one knows about the mechanism of action and the prognosis after giving the treatment for most of the ailments, but still they used to try the same because it was giving some mental satisfaction for the people and they used to feel that they are doing something to get cure for the ailment. But the advantages and the disadvantages of the same were not at all discussed in the gathering through debates as it was confined to one family and as they were not discussed in the media to receive the opinions about the same practice. It is not good to continue the same practice which are not going to give cure for the ailment in a proven way even if is not going to cause harm to the patient but it delays the time in seeking the suitable treatment by the patient and allows the disease to progress and it allows the disease to win in the race between the disease and the treatment to the extent of mortality / death or it may leave the life in a vegetative form with many morbidity. I think the leaders of the world will understand the seriousness behind this widely practiced unscientific rituals and its burden leading to increased mortality, morbidity, loss of workable days, economic loss through the healthcare both in private and public sector as it delays the initiation of treatment.
In this chapter some of the practices that the people practice even in this era of science is mentioned and how these practices are going cause injury to the individual or to the society either directly or indirectly are mentioned.
S13c7 Chapter 7-facts and figures on infrastructure.Shivu P
Haphazard distribution of population and the population explosion consumes lot of economy in the name of infrastructure, this leads the governments to fail in providing quality infrastructure with long life span to all the people of its country and thus we lose lot of money in this way. Poor infrastructure has got its own disadvantages in terms of maintenance and it leads to lot of accidents and may consume many lives in various ways through trauma, infection, pollution and so on. In this chapter some of the facts and figures related to the infrastructure are mentioned.
As the population increased, the need of infrastructure increased many folds. This type of disproportionate increase in the demand on infrastructure is due to haphazard distribution of population, population distribution in small hamlets away from the main stream due to various causes like caste, but the government need to provide all the basic infrastructure even to the small population of 200 or 300 people with 30 to 40 houses like good connecting road, good school building with all the needed facility, electricity connection with power station and maintenance infrastructure, water supply system and its maintenance infrastructure, revenue department, public work department and so on. Thus with the increase in the population and increase in the number of villages without any plan for future infrastructure made the government to invest more money on the infrastructure, but increase in the number of villages made the large fund to divide in to smaller and smaller amount, which lead to poor quality in infrastructure. Poor quality infrastructure lead to accidents, more money on maintenance, more waste generation, pollution and so on. So to decrease the investment on infrastructure and to increase the quality - safety - durability of the infrastructure, it is very much essential to decrease the number of villages and make the people to live together. Making the people to live together is not the simple thing to do, caste - practices - god - diet come in the way. So the leaders of the world need to think seriously to save this earth, to stop converting the agriculture lands and forest lands in to concrete forest - high ways - train tracks and so on, where these things will lead to deforestation, desertification, pollution, global warming and threat to the biosphere.
In this chapter some of the facts and figures related infrastructures are mentioned.
S13c6 chapter 6- facts and figures on healthShivu P
Health does not mean the 'hospital and the doctors', health is the reflection of nutrition/food, water, environment, air, pollution, society, infrastructure and the leaders intelligence. In this chapter some of the facts and figures related to family and health, various causes for death in various age groups in different locations, food insecurity - hunger - under nutrition, why orphanages are increasing, environment - water supply - sanitation -its impact on health care, doctor - population ratio, money spent on health, measures taken by the government still not able to achieve the satisfactory results, why millennium development goals are not achieved and how these can be handled well with model village and model nation are mentioned.
Willie Nelson Net Worth: A Journey Through Music, Movies, and Business Venturesgreendigital
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
Willie Nelson net worth is also attributed to his extensive catalog of hit songs. Tracks like "Blue Eyes Crying in the Rain," "On the Road Again," and "Always on My Mind" have become timeless classics. These songs have not only earned Nelson large royalties but have also ensured his continued relevance in the music industry.
Acting and Film Career
Hollywood Ventures
In addition to his music career, Willie Nelson has also made a mark in Hollywood. His distinctive personality and on-screen presence have landed him roles in several films and television shows. Notable appearances include roles in "The Electric Horseman" (1979), "Honeysuckle Rose" (1980), and "Barbarosa" (1982). These acting gigs have added a significant amount to Willie Nelson net worth.
Television Appearances
Nelson's char
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.
Epcon is One of the World's leading Manufacturing Companies.EpconLP
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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.
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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.
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
Characterization and the Kinetics of drying at the drying oven and with micro...Open Access Research Paper
The objective of this work is to contribute to valorization de Nephelium lappaceum by the characterization of kinetics of drying of seeds of Nephelium lappaceum. The seeds were dehydrated until a constant mass respectively in a drying oven and a microwawe oven. The temperatures and the powers of drying are respectively: 50, 60 and 70°C and 140, 280 and 420 W. The results show that the curves of drying of seeds of Nephelium lappaceum do not present a phase of constant kinetics. The coefficients of diffusion vary between 2.09.10-8 to 2.98. 10-8m-2/s in the interval of 50°C at 70°C and between 4.83×10-07 at 9.04×10-07 m-8/s for the powers going of 140 W with 420 W the relation between Arrhenius and a value of energy of activation of 16.49 kJ. mol-1 expressed the effect of the temperature on effective diffusivity.
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
2. Topic series: 427.
Topic 1: Flat canal system.
Flat canal system: It is the canal where the starting and
ending of the canal are at the same level. Water entering
or exiting from the canal will alter the level of water in
the canal.
We may be creating the flat primary canal of the size of
200 mts of breadth and 25 mts of the depth, with the
water fill able depth of 20mts, with this each kilometer
of FPC will be able to accommodate 0.144 TMC of water.
252
3. Topic series: 427.
Topic 1: Flat canal system.
FPC: Length, Size and Capacity.
Dimension of one Km of actual FPC: L×H×B
=1000mts×25mts×200mts
Dimension of one Km of fill able FPC: L×H×B
=1000mts×20mts×200mts
=3300feets×66feets×660feets
=143748000 cubic feet. (Fourteen crore thirty seven lakh forty
eight thousand cubic feet)
FPC: Length, Size and Capacity.
TMC: Thousand million cubic feet.
=1,000×10,00,000 cubic feet.
=1,000,000,000 cubic feet. (Hundred crore cubic feet)
Dimension of one Km of fill able FPC:L×H×B
=143748000 cubic feet.
So, the capacity of One km of fill able FPC
=143748000÷1000000000
=0.144TMC. 253
4. Topic series: 427. Topic 1: Flat canal system.
This is an example for flat canal system.
254
5. Topic series: 427.
Topic 1: Flat canal system.
Flat canal system needs to get continuous
supply of water from the sources where those
sources should be able to full fill the water need
of the entire nation continuously. For which we
need to depend on the water of the continuously
flowing rivers like Ganga, Yamuna and
Brahmaputra with the water of their tributaries.
Some of the methods by which we can bring
these water to feed the Flat primary canals are
mentioned in the following topics.
255
6. Topic series: 428. Topic 2: RCS of India in the world.
RCS of India in the world.
256
7. Topic series: 428. Topic 2: RCS of India in the world.
RCS of India in the world.
RCS of India in the world. 257
8. Topic series: 428. Topic 2: RCS of India in the world.
RCS of India in the world.
RCS of India in the world. 258
9. Topic series: 428. Topic 2: RCS of India in the world.
RCS of India in the world.
RCS of India in the world. 259
10. Topic series: 428. Topic 2: RCS of India in the world.
RCS of India in the world.
RCS of India in Himalaya: 260
11. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
Even though the origin of the River Ganga is at
higher level like 7756mts at Gangothri glacier, it
becomes as low as 400 to 500 mts AMSL
proximal to Hrushikesh. It is not possible to
create canal from the higher place keeping in
mind to shift the water to south India to feed the
drought prone places in the central, northwest
and south India. We also know that most of this
drought prone area lies below the level of 600
mts AMSL in the central, northwest and south
India.
261
12. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
So, to shift the water of R. Ganaga, we need to
go to the point in River Ganga where the level of
flow of water higher than 600mts AMSL. Even if
we go to the place where the Ganga river is more
than 600 mts AMSL, we may not be able to bring
the water to the required places of the India
because there are Himalayan range of hills
present on the south of the R. Ganga, and we
need to create a long distance canal for many
thousands of kilometres over many hills, which
may not be practical.
262
13. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
So, we need to identify a place in the course of
the Ganga river, where we can construct a wall
across the river (River elevator / a dam like
structure, but it is not the dam) and make the
river to fill its water behind it, thus make its top
surface to come up, and create the canal from
the top and make the water to flow from the top.
263
14. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
This is the proposed place for Ganga River Elevator, which is at the
level of 443 mts AMSL at the banks of river Ganga in this place.
264
15. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
The place we propose to construct the
GRE, is proximal to the place Rishikesh. At
this place the river will be flowing in the
narrow valley, so that elevating the river,
with minimal length of RE, that is less than
one kilometre and there will be less water,
which stay as the back water in the valley
as this entire valley is narrow. There is less
population distributed in this place.
265
17. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
Some of the places which comes on the sides of the GRE
back water are the Bagi and Teen dhara.
267
18. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
The top of the GRE will be at the level of 950 mts AMSL, and the length of the GRE at
the top will be 1.69 kms.
268
19. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
GRE (Ganga River Elevator):
GRE. (Point) (Latitude) (Longitude) Level in
meters
AMSL
Description
.
(GRE ST 950) (30004’1.96”N)(780032’10.41”E) 950 South top
(GRE NT 950) (30004’49”N) (780032’41.89”E) 950 North top
(GRE NB 443)
443 North
(30004’24.34”N)(780032’25.43”E)
bottom
(GRE SB 443)
(30004’22.36”N)(780032’24.06”E)
443 South
Bottom
GRE Length: 1.69 kms at the top. Heading 209.81 degrees.
GRE is going to receive the water from all the areas where its
tributaries are present which drains in to river Ganga above the level
of 443 mts AMSL.
269
20. Topic series: 429. Topic 3: GRE (Ganga River Elevator).
GANGA RIVER ELEVATOR-950-443-950;
270
21. Topic series: 430. Topic 4: The difference between the river elevator and
the dam.
The difference between the river elevator and the dam are as follow.
River elevator. Dam / Reservoir.
It is constructed across the
river.
It is also constructed across
the river.
Select the place where the
river valley is narrowest.
Select the place where the
river flows between two hills.
Storing the water is not the
purpose.
Storing the water in the rainy
seasons to use it in the
summer season is the
purpose.
271
22. Topic series: 430. Topic 4: The difference between the river elevator and
the dam.
River elevator. Dam / Reservoir.
Since it is the narrow place,
minimal water will be stored
as the back water.
Place is selected in such a
way that sufficient water
(Capacity of the reservoir)
should be stored in the
reservoir, so that more water
will be available for usage in
summer.
272
23. Topic series: 430. Topic 4: The difference between the river elevator and
the dam.
River elevator. Dam / Reservoir.
The water draining canals begins
at the top of the structure / wall /
dam like thing. A constant volume
of water will be present behind
the RE all the time, only the water
which fills above the level of the
bottom of the draining canal will
flow in to the canal.
The water draining canals are at
the bottom of the dam, so that all
the water which is stored can be
utilised and the dam will be made
free to accommodate the water in
the rainy season again.
The volume of back water will be
less.
The volume of the back water is
more.
273
24. Topic series: 430. Topic 4: The difference between the river elevator and
the dam.
River elevator. Dam / Reservoir.
These types of structures
will come in the less
populated area.
The back water will
occupy the more
populated areas and thus
impose lot of
rehabilitation procedures.
274
25. Topic series: 430. Topic 4: The difference between the river elevator and
the dam.
River elevator. Dam / Reservoir.
Maintenance is easy as it is low
pressure system (the water
pressure at the top of the
structure will be less, if some
repair work has to be done for
the gate), we can make the level
low by allowing the river to flow
in its natural path.
Maintenance is difficult as it is high pressure
system (the water pressure at the bottom of the
structure will be high, if some repair work has to
be done for the gate), lot of water will flow if the
gate gets damaged and repairing the same is a
risky procedure. Sometimes we may have to
leave all the water before repairing the gate or
need to wait till the summer season comes and
the level becomes less naturally.
People are not at risk if the gate
gets damaged.
People are risky if the gate gets damaged.
275
26. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930:
The entire course of GUC (Shown in red line);
276
27. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930:
GUC950-930:
(Point)
(Latitude)
(Longitude)
Level in
meters
AMSL
Description.
(GRE ST 950)/(GUC Start 950)
(30004’1.96”N)(780032’10.41”E)
950 South top of
the GRE is the
point from
where the GUC
starts
(GUC End 930)(GUT Start 930)
(30000’46.62”N)(780021’33.37”E)
930 GUC ends at
this point and
from where the
GUT starts.
277
28. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930:
The total length of this Canal Reference
Line (CRL) will be 113kms. But with the
creation of Direct connector 1 and Canal
elevator 1 the length of this GUC becomes
39.5kms. So, we can save about 73 kms of
canal creation still it receives the water
generated in this catchment area.
278
29. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930:
Even though GUC can irrigate the land
which is below 900 mts AMSL, but not
much agricultural land will be available
between the area which is south to river
Ganga and north to ‘GUC’, thus GUC will
just carry the water till the starting point
of ‘GUT’.
279
30. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930:
Ganga upper canal:
Total length: 113kms.
GUC-DC1 length: 0.92kms.
GUC-CE1 length: 2.43kms.
GUC-DC1 saves: 29kms.
GUC-CE1 saves: 47kms.
So, the actual length of GUC becomes:
40.35kms.
280
31. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
This is the starting point of the GUT.
281
32. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
The starting point of the GUT will be present to the west to the GRE,
on the hills which are present south east to the course of the river
Ganga.
282
33. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
The entire course of the GUT, which shift the water of the River Ganga from east
930mts AMSL to west 870mts AMSL of the course of the River Ganga, and
traverses beneath the river;
283
34. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
It ends little north to the place, kishanpur in Uttarakhand.
284
35. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
The end opening of the GUT is planned in such a way that it ends at
the catchment area of the river Yamuna and the water will be
flowing in to one of the tributaries of the River Yamuna.
285
36. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
GUT
(Point)
(Lattitude)
(Longitude)
Level in
meters
AMSL
Description
.
(GUT Start 930)
(30000’46.62”N)(780021’33.37”E)
930 GUT start
(GUT end 870)
(300022’39.37”N)(78004’45.55”E)
870 GUT end
GUT Length: 54.88 kms.
GUT just acts as the conduct between GUC and YUC, since it is a
closed system, it is not going to receive any water, other than the
water of the GUC.
286
37. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
GUT – YUC connector:
287
38. Topic series: 432. Topic 6: GUT (Ganga – U – Tube):
GUT-YUC Connector:
(Point)
(Lattitude)
(Longitude)
Level in meters
AMSL
Description.
(GUT end 870)
(300022’39.37”N)
(78004’45.55”E)
870 GUT end.
(YUC Start 800)
(300023’10.60”N)
(78003’40.15”E)
800 YUC start.
Length: 2kms.
This directs the water from the end of the GUT to the flat YUC.
288
39. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
The gap which is present between the GUC end and the YUT will be
filled by the YUC.
289
40. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
This is the starting point of the YUC.
290
41. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
This is the entire course of the YUC, which runs on the range of
Himalaya hills which are present north to the river Yamuna, traversing
across the tributaries which joins the river Yamuna from the north.
291
42. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
YUC:
(Point)
(Lattitude)
(Longitude)
Level in meters
AMSL
Description.
(YUC Start 800)
(300023’10.60”N)
(78003’40.15”E)
800 YUC start.
(YUC End 800)
(300031’56.67”N)
(770035’25.26”E)
800 YUC End
The length of the YUC will be 85.70 kms.
YUC will receive the water from all its tributaries of River Yamuna
which comes and joins it, above the level of 800 mts AMSL.
292
43. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
All along the course of the YUC, the water from many tributaries of River
Yamuna will fill the water to the YUC, adding to the water of river Ganga
flowing from the starting point of the YUC.
293
44. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
This type of receiving the water from the various tributaries will
continue till the end of the YUC and it ends at the southern inclination
of shivalic range of hills north to the place Majra and paontosahib.
294
45. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
YUC – CE 1 (Yamuna Upper Canal – Canal Elevator) It is an example to
shorten the length of the canal, still it will receive the water from its
catchment area.
YUC – CE 1: (Point)
(Lattitude)
(Longitude)
Level in meters
AMSL
Description.
(YUC – CE 1 – North
800)
(300032’46.77”N)
(770040’19.84”E)
800 North end of the
YUC – CE 1.
(YUC – CE 1 – South
800)
(300032’2.40”N)
(770039’3.18”E)
800 South end of the
YUC – CE 1.
295
46. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
Canal elevators are the dam like
structures, which are constructed across
the tributaries, along the sides of the
canal, in such a way that, it receives the
water from one end and discharges the
water from the other end and vice versa, it
is open to receive the water from proximal
side. 296
47. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
YUC – WE – Sutlej 800 (Yamuna Upper Canal – West Extension to R.
Sutlej 800): It is possible to extend the YUC towards west till R. Sutlej or
even beyond.
297
48. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal):
YUC – WE – Sutlej
800:
(Point)
(Lattitude)
(Longitude)
Level in meters
AMSL
Description.
(YUC End 800)
(300031’56.67”N)
(770035’25.26”E)
800 YUC End
(YUC WE Sutlej 800)
(310018’20.83”N)
(770020’15.03”E)
800 YUC can be
extended till this
point or even
298beyond if needed.
49. Topic series: 434 . Topic 8: YUT (Yamuna U Tube).
It is the starting point of YUT at 800mts AMSL,
at the southern decline of the shivalic range of
hills of Himalaya north to the place Majra and
Poanto sahib.
299
50. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
It moves between Jagadri and Indri in the west and
Behath and shaharan pur in the east. The course of
the canal may be made curved to bypass the major
city.
300
51. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
The course continues towards the south,
between Karnal and Asand on the west and
Gangoh and Panipat on the east.
301
52. The lowest point that we come across in
course is about 217mts AMSL near
Rohtak. The lowest point is placed in
such the way that the cleaning
maintainace gates at the lowest point will
be placed facing west and this water will
be flowing towards the west in the
Rajasthan.
Topic series: 434. Topic 8: YUT (Yamuna U Tube).
302
53. S. N.( YUT Lowest point 217) (Latitude) (Longitude)
1(YUT Lowest point 217) (280053’18.61”N)
(760043’5.60”E)
This is a tentative point. This point may change towards west after
doing micro survey, and if the Govt. Of Nepal is accepting to Create
the FPC4 at 300mts AMSL, as it is passing through Nepal and we
may have to do another U tube for FPC4, close to YUT to by pass this
depressed area.
Topic series: 434. Topic 8: YUT (Yamuna U Tube).
YUT Lowest point 217:
303
54. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
The lowest point in the course of YUT will be 217mts AMSL,
which is east to Rohtac, by going towards the west to Rohtac we
will get still lower points like 210 to 200 mts AMSL, which is safer
to go for such points so that the cleaning maintainace water will
reach the Arabian Sea with ease.
304
55. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
It is also necessary to reserve the space
for the U tube that comes in the course of
FPC4, and it will be moving east to YUT.
305
56. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
Then the YUT will start climbing towards
Jaipur hills between Charkidadri and
Mahaendragarh on the west and Daola and
Rewari on the east.
306
57. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
YUT ends at the level of 700mts AMSL north
to Neem ka tana, in Rajasthan, and
discharges its water, which is the water of the
river Ganga and Yamuna together.
307
58. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
We can see the entire course of the YUC, both the
straight and curved course, curved course will
bypass all the major cities and towns, and the
lowest point of the tube will be towards the west
inclined land in the state Rajasthan.
308
59. YUT:
(Point)
(Lattitude)
(Longitude)
Level in meters AMSL Description.
(YUC End 800)
(300031’56.67”N)
(770035’25.26”E)
800 YUC End
(YUT End 700)
(270049’44.91”N)
(750056’23.27”E)
700 Yamuna U Tube ends at
this point.
Yamuna U tube length will be 370.00 kms.
YUT just acts as the conduct between YUC and FPC1, since it is a closed
system, it is not going to receive any water, other than the water of the
YUC.
Topic series: 434. Topic 8: YUT (Yamuna U
Tube). 309
60. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
The place where the YUT ends and the
FPC1 begins is shown here.
310
61. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
The YUT end opening is planned in such a way that, the water from it
will fall on the declining surface of the hill, which ultimately will feed
one of the water pathways / tributary of the River Yamuna which feeds
the River Yamuna from south. We get about 200mts of inclined
forceful flow of water in this place and this can be used for Hydro
electrical project.
311
62. YUT End 700 – FPC1 Start
500 connector:
(Point)
(Lattitude)
(Longitude)
Level in meters AMSL Description.
(YUT End 700)
(270049’44.91”N)
(750056’23.27”E)
700 Yamuna U Tube end.
(FPC 1 Start 500)
(270049’51.06”N)
(750056’36.71”E)
500 Starting point of Flat
Primary Canal 1
The length of the connector will be 0.62 kms.
This directs the water from the end of the YUT to the start of FPC1.
Topic series: 434. Topic 8: YUT (Yamuna U Tube).
YUT End 700 – FPC1 Start 500 connector
(Yamuna U Tube End 700 to Flat Primary canal
1 start 500 connector):
312
63. Topic series: 434. Topic 8: YUT (Yamuna U Tube).
Thus we can bring the water of River Ganga and
Yamuna, towards the south, by passing the low
lying land between the Himalaya range of hills in
the north and Aravalli – Vindya range of hills in
the south.
313
64. Topic series: 435. Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end:
We can see the various points of FPC1
starting to the ending, and all the points will
have the same level, that is 500mts AMSL.
314
65. Topic series: 435
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end:
FPC1 Start to End 500:
(Point)
(Lattitude)
(Longitude)
Level in
meters
AMSL
Description.
(FPC 1 Start 500)
(270049’51.06”N)
(750056’36.71”E)
500 Starting point of Flat
Primary Canal 1
(FPC 1 End Chittar 500)
(8024’5.56”N)
(77030’10.66”E)
500 The ending point of Flat
Primary channel 1 at R.
Chittar in TN.
315
66. Topic series: 435
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end:
The total length of FPC1 will be
7675.38kms. It has west and east
extensions. The length of the west
extension will be 967.86 kms and
the length of the east extension will
be 3889.07kms. Thus the total
length of the FPC1 becomes
12532.31kms.
316
67. Topic series: 435
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end:
FPC1 will receive water from the river Ganga,
Yamuna, from all the hills like Aravalli range of
hills (all around, above the level of 500mts
AMSL), vindya range of hills (from north flowing
rivers), Mahadeo hills (from east flowing rivers),
maikala and ramgarh hills (all around, above
the level of 500mts AMSL), dandakaranya
(above the level of 500mts AMSL), satpura –
sahyadri – balghat – harishchandra - palkonda
range of hills, Bangalore platue, nigiri – palani –
cardamom hills by the east flowing rivers above
the level of 500mts AMSL.
317
68. Topic series: 435
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end:
This is going to supply water to all the
lands of the India, which are less than
500mts AMSL, except, the areas which are
north to Ganga and Yamuna river, north
eastern states and Jammu & Kashmir.
318
69. Topic series: 436
Topic 10: FPC 2 (Flat Primary Canal 2) 900 Start to end:
FPC 2 Start to End 900:
(Point)
(Lattitude)
(Longitude)
Level in meters
AMSL
Description.
(FPC 2 Start Palar North end
900)
(130026’16.11”N)
(78001’24.60”E)
900 Starting point of Flat Primary
Canal 2 at R. Palar. It is the north
end of the FPC2 at Karnataka AP
border
(FPC 2 End Palar South end
900)
(11053’13.74”N)
(77017’41.29”E)
900 The ending point of Flat Primary
channel 2 at R. Palar in Karnataka
TN border.
The total length of the FPC2 will be 1016.62kms.
It receives the water from the western Ghats above the level of 900mts AMSL, and
distributes water to the land between 900 to 500mts AMSL, in Bangalore platue.
319
70. Topic series: 437
Topic 11: PC4 (Primary Canal 4) Start Kupili 340 to end Amo 250:
PC4 Start Kupili 340 to End Amo
250:
(Point)
(Lattitude)
(Longitude)
Level in
meters
AMSL
Description.
(PC 4 Start Kupili 340)
(250035’23.34”N) (920041’4.06”E)
340 Starting point of Primary Canal 4
at R. Kupili.
(PC 4 End Amo 250)
(26053’6.90”N)
(89020’4.53”E)
250 The ending point of Primary
channel 4 at R. Amo.
PC4 is a declining canal with unidirectional flow of water, from (PC 4 Start Kupili
340) to (PC 4 End Amo 250), which receives the water from the Himalayan range of
hill, that is the river Brahmaputra and its tributaries, and will be able to supply
water to all the places below the level of the canal.
320
71. Topic series: 438
Topic 12: FPC4 (Flat Primary Canal 4) Start250 to end250:
FPC4 Start to End 250:
(Point)
(Lattitude)
(Longitude)
Level in meters AMSL Description.
(FPC 4 End Amo 250)
(26053’6.90”N)
(89020’4.53”E)
250 The ending point of
Primary channel 4 at R.
Amo becomes the starting
point of FPC4.
(FPC 4 End Chittar 250)
(8024’48.35”N)
(77030’39.12”E)
250 The ending point of Flat
Primary channel 4 at R.
Chittar in TN.
FPC 4 – 250 or 300 or other levels will be decided only after discussing the issue
with the government of Nepal, as the south border of Nepal is at the low level,
which is less than 100mts AMSL, in most of the south border. Thus have not gone
in details of this canal, as its level may change as per the cooperation given by the
government of Nepal.
321
72. Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
GUC DCC 1 (Ganga Upper Canal Direct Canal Connector
1):
322
73. Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
GUC DCC 1 (Ganga Upper Canal Direct Canal Connector 1):
323
74. S. N.( GUC DCC 1 point) (Latitude) (Longitude)
1(GUC DCC 1 Start 950) (30002’55.56”N)
(780027’42.83”E)
2(GUC DCC 1 Peak 1155) (30002’56.28”N)
(780027’29.31”E)
3(GUC DCC 1 End 950) (30002’51.14”N)
(780027’9.04”E)
The length of this DCC is 0.92 kms, and with this we will save
29 kms of GUC creation.
Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and
CE1;
GUC DCC 1 (Ganga Upper Canal
Direct Canal Connector 1):
324
75. DCC (Direct Canal Connectors are nothing
but the can which we going to create
through some elevated area in between.
This is done by calculating the cost
involved in creating the long canal versus
the DCC. DCC will not reduce the water
received by the canal as the rain water
ultimately reaches the canal through the
intersecting water pathways.
Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
325
76. Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1):
326
77. S. N.(GUC – CE 1 point) (Latitude) (Longitude)
1(GUC – CE 1Start 950) (30001’29.97”N)
(780027’9.37”E)
2(GUC – CE 1 Bottom 575) (30001’8.42”N)
(780026’29.90”E)
3(GUC – CE 1 End 950) (30000’47.91”N)
(780025’52.72”E)
The length of the GUC – CE 1 is 2.43kms, and with this we can
save 47kms of GUC creation.
Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1):
327
78. Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1):
With the GUC – CE, the back water is going to
occupy the area below 950mts behind the canal
elevator.
328
79. Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
GANGA UPPER CANAL - CANAL ELEVATOR1 shortens the
length of creation of the canal.
329
80. Details of DCC, CE of himalaya:
Topic series: 439. Topic 13: GUC DCC1 and CE1;
GANGA UPPER CANAL - CANAL ELEVATOR1;
330
92. S. N.( YUC T8 CE 800 point) (Latitude) (Longitude)
1(YUC T8 CE 800 Start) (300032’46.77”N)
(770040’19.84”E)
2(YUC T8 CE 470 Bottom) (300032’29.78”N)
(770039’52.88”E)
3(YUC T8 CE 800 End) (300032’2.40”N)
(770039’3.18”E)
Length 2.46kms
Topic series: 440. Topic 14: YUC 800
Points: 342
93. SN. Description. Length in kms
1. GRE – 950 1.69
2. GUC Start 950 to End 930 40.35
3. GUT Start 930 to End 870 54.90
4. GUT End 870 to YUC Start 800 2.00
5. YUC 800(Flat) 85.70
6. YUT Start 800 to End 700 370.00
7. YUT End 700 to FPC1 Start 500 0.62
Total length: 555.26
Topic series: 441 . Topic 15: Lengths of GRE – 950 to the FPC1 start.
Lengths of GRE – 950 to the FPC1 start, which is the path,
where all the elevations and the depressions coming in the
path are by passed with suitable methods: The length of
this path will be about five to six hundred kilometres.
343