This document provides an overview of water management issues in Bengaluru, India. It discusses Bengaluru's natural water sources like lakes historically managed by local communities. As the population grew from 5.1 million in 2001 to 8.4 million in 2011, demand outpaced supply. Bengaluru now gets water from the Cauvery River 95km away. However, losses from leakages and groundwater extraction of around 700 MLD are needed to meet the growing demand of 1485 MLD. Water quality in lakes and groundwater is deteriorating due to pollution. Drinking water standards and treatment methods to purify water are discussed.
Hydroelectric power plants generate electricity using the kinetic energy of flowing water. Water is channeled through turbines that spin generators to produce electricity. Key components include a dam/reservoir, intake, penstocks, turbines, generator, and tailrace. Hydro is a renewable source of energy but development can impact the environment and local populations. It has low operating costs but high initial infrastructure costs. Output depends on water flow/head which can vary seasonally.
The document provides an overview of water resources and irrigation management in Pakistan. It discusses irrigation as a system to artificially apply water to soils for plant growth. The major components of Pakistan's irrigation system are described, including intake structures, conveyance canals, and field application methods. An overview of the history and development of irrigation in the region is given. Key elements of Pakistan's Indus Basin Irrigation System are summarized, such as the major dams, barrages, link canals, and distribution of irrigated areas.
A hand note on water resource management, specially in the context of Bangladesh. I prepared the note for the MS final exam on the course water resource management.
The presentation covers: History of Development in India, Current Status & Potential of Hydro Power, Necessity of HP Development, Advantages and Disadvantages of Hydropower, Comparison between Hydro Power, Thermal Power and Nuclear Power, Challenges/Barriers in Development of HP, Place of Hydro-Power in Power System
Pakistan has one of the largest contiguous irrigation systems in the world called the Indus Basin Irrigation System (IBIS). The IBIS includes 3 major reservoirs, 19 barrages, 2 head works, 12 link canals, 45 irrigation canals, over 100,000 water courses, and millions of farm channels with a total length of over 500,000 km. It provides irrigation to over 22 million hectares of cultivated land, sourcing water from the Indus River and its tributaries as well as groundwater and rainfall. Surface water makes up the largest portion at around 104 MAF annually. Groundwater contributes another 41 MAF and rainfall provides around 9 MAF. Together this irrigation system provides around 69 MAF
This document discusses Pakistan's water resources and issues related to water management and crisis. It mentions various dams, barrages and river basins that provide water resources in Pakistan. It then outlines factors contributing to water issues like reduced rainfall, poor management, climate change, lack of political will, and household ignorance. Rising population and decreasing availability of water per capita are said to be leading to a water crisis. The document calls for building more reservoirs and effective management to address the serious problems faced by the people.
Nepal has significant hydropower potential but has struggled to develop it due to political, technical, financial, and policy issues. While initial estimates placed Nepal's potential at 83,000 MW, more recent studies estimate 53,000 MW of technically and economically feasible potential. Currently, Nepal has only generated 733 MW of its potential. Storage-type projects and cross-border transmission lines are needed to increase reliability. Micro-hydropower, public-private partnerships, and addressing climate change impacts could help utilization. Environmental assessments must also be conducted for sustainable hydropower development.
This document provides an overview of water management issues in Bengaluru, India. It discusses Bengaluru's natural water sources like lakes historically managed by local communities. As the population grew from 5.1 million in 2001 to 8.4 million in 2011, demand outpaced supply. Bengaluru now gets water from the Cauvery River 95km away. However, losses from leakages and groundwater extraction of around 700 MLD are needed to meet the growing demand of 1485 MLD. Water quality in lakes and groundwater is deteriorating due to pollution. Drinking water standards and treatment methods to purify water are discussed.
Hydroelectric power plants generate electricity using the kinetic energy of flowing water. Water is channeled through turbines that spin generators to produce electricity. Key components include a dam/reservoir, intake, penstocks, turbines, generator, and tailrace. Hydro is a renewable source of energy but development can impact the environment and local populations. It has low operating costs but high initial infrastructure costs. Output depends on water flow/head which can vary seasonally.
The document provides an overview of water resources and irrigation management in Pakistan. It discusses irrigation as a system to artificially apply water to soils for plant growth. The major components of Pakistan's irrigation system are described, including intake structures, conveyance canals, and field application methods. An overview of the history and development of irrigation in the region is given. Key elements of Pakistan's Indus Basin Irrigation System are summarized, such as the major dams, barrages, link canals, and distribution of irrigated areas.
A hand note on water resource management, specially in the context of Bangladesh. I prepared the note for the MS final exam on the course water resource management.
The presentation covers: History of Development in India, Current Status & Potential of Hydro Power, Necessity of HP Development, Advantages and Disadvantages of Hydropower, Comparison between Hydro Power, Thermal Power and Nuclear Power, Challenges/Barriers in Development of HP, Place of Hydro-Power in Power System
Pakistan has one of the largest contiguous irrigation systems in the world called the Indus Basin Irrigation System (IBIS). The IBIS includes 3 major reservoirs, 19 barrages, 2 head works, 12 link canals, 45 irrigation canals, over 100,000 water courses, and millions of farm channels with a total length of over 500,000 km. It provides irrigation to over 22 million hectares of cultivated land, sourcing water from the Indus River and its tributaries as well as groundwater and rainfall. Surface water makes up the largest portion at around 104 MAF annually. Groundwater contributes another 41 MAF and rainfall provides around 9 MAF. Together this irrigation system provides around 69 MAF
This document discusses Pakistan's water resources and issues related to water management and crisis. It mentions various dams, barrages and river basins that provide water resources in Pakistan. It then outlines factors contributing to water issues like reduced rainfall, poor management, climate change, lack of political will, and household ignorance. Rising population and decreasing availability of water per capita are said to be leading to a water crisis. The document calls for building more reservoirs and effective management to address the serious problems faced by the people.
Nepal has significant hydropower potential but has struggled to develop it due to political, technical, financial, and policy issues. While initial estimates placed Nepal's potential at 83,000 MW, more recent studies estimate 53,000 MW of technically and economically feasible potential. Currently, Nepal has only generated 733 MW of its potential. Storage-type projects and cross-border transmission lines are needed to increase reliability. Micro-hydropower, public-private partnerships, and addressing climate change impacts could help utilization. Environmental assessments must also be conducted for sustainable hydropower development.
This document discusses water demand forecasting for urban water supply systems. It covers key factors in determining water demands, including population projections, per capita water usage rates that vary by location and usage type, and factors that affect demand like climate, income levels, development patterns and water conservation efforts. The document provides guidance on estimating average day, maximum day and peak hour water demands that systems are designed for, as well as common methods for population forecasting.
This document outlines India's National Water Policy from 2012. It discusses that water is a scarce resource in India given its large population and limited water resources. It identifies several concerns around water management including large parts of India becoming water stressed, inadequate water governance, impacts of climate change, and inequitable access to water. The policy proposes a framework water law, principles for water use and management, adapting to climate change, enhancing water availability, demand management, and water pricing policies.
Nepal's rivers can be broadly divided into three main systems: the Koshi, Gandaki, and Karnali. The Koshi system originates from glaciers and snow-fed lakes in the Himalayas and consists of seven rivers that converge at Tribeni before entering the plains of India as the Koshi River. The Gandaki system includes the Kaligandaki and Trishuli Rivers and forms the Narayani River before meeting the Ganges. The Karnali is Nepal's longest river and has six tributaries, including the Humla Karnali from Tibet; it serves as an important water source for western Nepal.
The annual rainfall of Iran is about 13% as compared to rainfall in India. Despite of it, due to employing Rainwater Harvesting techniques and better water management , the government of Iran has been able to match up the water demands of the citizens of Iran.The presentations gives an overview of torography,technology, various rainwater harvesting structures employed in Iran.
This document summarizes the third edition of the Water Measurement Manual published by the U.S. Department of the Interior Bureau of Reclamation. It discusses the need for reliable water measurement to better manage water resources and extend existing supplies. It provides an overview of the benefits of improved water measurement, such as equitable allocation, reduced conflicts, improved decision making, and conservation. The manual contains guidance on selecting and using various devices to measure flow and aims to support accurate water management.
• 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.
The Sardar Sarovar Hydro Power Plant has two power houses that generate electricity from the dam's reservoir. The River Bed Power House contains 6 turbines that generate 1200 MW total. The Canal Head Power House near the irrigation canals contains 5 turbines that generate 250 MW total. The power is shared among Gujarat, Madhya Pradesh and Maharashtra. The dam provides irrigation, drinking water, flood protection and boosts industry in the region.
The document summarizes information about the Mangla Dam project in Pakistan. It was constructed between 1961 and 1967 across the Jhelum River to increase irrigation water and generate hydroelectric power. The main structures of the Mangla Dam include 4 embankment dams, 2 spillways, 5 power-cum-irrigation tunnels and a 1,000 MW power station. Since its completion, sedimentation has reduced the dam's storage capacity by over 19%.
Groundwater Management in Pakistan, by Dr Asad Sarwar Qureshi, IWMI PakistanGlobal Water Partnership
Groundwater is an important source of water in Pakistan, supplying over 57.9 BCM annually which is 40% of total water usage. It has led to increased crop yields and incomes but is now being overexploited in many areas. Over 1.2 million irrigation pumps extract groundwater, with depletion rates of 1.5 m/year on average. This poses many challenges including water quality deterioration, soil salinization, and non-compliance with water laws. Sustainable groundwater management is complex and requires solutions like improved surface water supplies and storage, rationalized cropping, increased use of alternative waters, and context-specific approaches depending on groundwater conditions. Climate change impacts will exacerbate water shortages unless urgent
Chapter 9 gravity flow water supply systemGokul Saud
This document provides an overview of gravity flow water supply systems that are commonly used in rural, hilly areas of Nepal. It describes the key components of these systems including various types of intakes, collection chambers, reservoirs, pipelines, and tap stands. It also discusses the feasibility and design process, including assessing community need, conducting surveys, and applying hydraulic principles. Design considerations like avoiding U-profiles in pipelines and using break pressure tanks are also covered.
The document summarizes a city council meeting to discuss a drainage master plan. It provides background on two previous studies from 1986 and 1993 that identified drainage issues. The drainage master plan will update drainage plans, identify problems and solutions, prioritize capital improvements, and include analysis of 39 miles of drainage infrastructure across 5 watersheds. The council is recommended to approve a contract with Freese and Nichols, Inc. for $482,032 to complete the drainage master plan.
This document provides a list of 50 potential water resource engineering projects for BE/BTech and ME/MTech students. The projects cover a wide range of topics related to water such as groundwater potential and quality studies, water treatment plant design, rainwater harvesting, river training works, and interlinking of rivers. Contact information is provided for Sree Samarth Project Solution in Aurangabad for students interested in pursuing one of the projects.
Planning & Design of Storm water Drainage system for Valsad cityMona Prajapati
This document presents a study on planning and designing a storm water drainage system for Valsad City, India. It discusses how the existing drainage system causes problems like property damage and health issues. The objectives are to provide an efficient drainage system to mitigate storm water runoff effects. The methodology includes data collection, analysis of rainfall data, and hydraulic calculations to design pipe diameters and layout. The results show a total watershed area of 84.02 hectares and recommend installing RCC NP-3 pipes to efficiently drain water from the area.
This document discusses different types of cross drainage works used when a canal crosses a natural stream or another canal. The main types are aqueducts, when the canal passes over the drainage; super passages, when the drainage passes over the canal; and siphons, when the canal passes under the drainage. Factors like relative water levels and sizes of the canal and drainage determine which type is most suitable. The document provides details on the design and construction of aqueducts, siphons, and considers examples of calculating dimensions for a specific crossing.
Please Read and then contact me mapesanestory@yahoo.com/ kabaganga@gmail.com/ mapesanestory@outlook.com or +255752997756/+255684248202 For more readings
Hydropower harnesses the kinetic energy of flowing water by using turbines to convert it into electrical energy. It does this by capturing potential energy from water held at a higher elevation and channeling it through pipes (penstocks) to spin turbines connected to generators. There are various types of hydropower plants classified by factors like capacity, head (water height), purpose, facility type, and connection to transmission systems. Common components include dams or diversions to raise water to a certain height, penstocks to transport water to turbines, turbines to convert kinetic energy to mechanical energy, generators to convert that to electrical energy, and transformers to adjust voltage for transmission. Hydropower is a renewable energy source but plant types differ in their
Topics:
1. Types of Diversion Head Works
2. Weirs and Barrages
3. Layout Diversion Head Works
4. Causes of Failures of Weirs and Barrages on Permeable Foundations
5. Silt Ejectors and Silt Excluders
This article covers all the headworks and barrages in Pakistan and their facts and figures. It could be a good topic for presentation specially for those who want to present related to pakistan.
Indian Hydro Power - A new regulatory effort Priyank Jain
The document summarizes the key policies and regulations related to hydropower development in India from the early 1990s to 2008. It identifies several reasons for the slow realization and improvements of hydropower projects, including bureaucratic delays, uncertainty in power payments, insufficient infrastructure, and environmental and land acquisition issues. The document provides suggestions to address financing, regulatory, development, and policy challenges in order to accelerate hydropower development.
Climate change consideration in hydro‐power development in the nepal himalaya...Jagat K. Bhusal
Presented at a workshop on "Developing regional collaboration in river basin management in response to climate change” Thursday 19 – Friday 20 December, 2013 Thimphu, Bhutan
This document discusses water demand forecasting for urban water supply systems. It covers key factors in determining water demands, including population projections, per capita water usage rates that vary by location and usage type, and factors that affect demand like climate, income levels, development patterns and water conservation efforts. The document provides guidance on estimating average day, maximum day and peak hour water demands that systems are designed for, as well as common methods for population forecasting.
This document outlines India's National Water Policy from 2012. It discusses that water is a scarce resource in India given its large population and limited water resources. It identifies several concerns around water management including large parts of India becoming water stressed, inadequate water governance, impacts of climate change, and inequitable access to water. The policy proposes a framework water law, principles for water use and management, adapting to climate change, enhancing water availability, demand management, and water pricing policies.
Nepal's rivers can be broadly divided into three main systems: the Koshi, Gandaki, and Karnali. The Koshi system originates from glaciers and snow-fed lakes in the Himalayas and consists of seven rivers that converge at Tribeni before entering the plains of India as the Koshi River. The Gandaki system includes the Kaligandaki and Trishuli Rivers and forms the Narayani River before meeting the Ganges. The Karnali is Nepal's longest river and has six tributaries, including the Humla Karnali from Tibet; it serves as an important water source for western Nepal.
The annual rainfall of Iran is about 13% as compared to rainfall in India. Despite of it, due to employing Rainwater Harvesting techniques and better water management , the government of Iran has been able to match up the water demands of the citizens of Iran.The presentations gives an overview of torography,technology, various rainwater harvesting structures employed in Iran.
This document summarizes the third edition of the Water Measurement Manual published by the U.S. Department of the Interior Bureau of Reclamation. It discusses the need for reliable water measurement to better manage water resources and extend existing supplies. It provides an overview of the benefits of improved water measurement, such as equitable allocation, reduced conflicts, improved decision making, and conservation. The manual contains guidance on selecting and using various devices to measure flow and aims to support accurate water management.
• 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.
The Sardar Sarovar Hydro Power Plant has two power houses that generate electricity from the dam's reservoir. The River Bed Power House contains 6 turbines that generate 1200 MW total. The Canal Head Power House near the irrigation canals contains 5 turbines that generate 250 MW total. The power is shared among Gujarat, Madhya Pradesh and Maharashtra. The dam provides irrigation, drinking water, flood protection and boosts industry in the region.
The document summarizes information about the Mangla Dam project in Pakistan. It was constructed between 1961 and 1967 across the Jhelum River to increase irrigation water and generate hydroelectric power. The main structures of the Mangla Dam include 4 embankment dams, 2 spillways, 5 power-cum-irrigation tunnels and a 1,000 MW power station. Since its completion, sedimentation has reduced the dam's storage capacity by over 19%.
Groundwater Management in Pakistan, by Dr Asad Sarwar Qureshi, IWMI PakistanGlobal Water Partnership
Groundwater is an important source of water in Pakistan, supplying over 57.9 BCM annually which is 40% of total water usage. It has led to increased crop yields and incomes but is now being overexploited in many areas. Over 1.2 million irrigation pumps extract groundwater, with depletion rates of 1.5 m/year on average. This poses many challenges including water quality deterioration, soil salinization, and non-compliance with water laws. Sustainable groundwater management is complex and requires solutions like improved surface water supplies and storage, rationalized cropping, increased use of alternative waters, and context-specific approaches depending on groundwater conditions. Climate change impacts will exacerbate water shortages unless urgent
Chapter 9 gravity flow water supply systemGokul Saud
This document provides an overview of gravity flow water supply systems that are commonly used in rural, hilly areas of Nepal. It describes the key components of these systems including various types of intakes, collection chambers, reservoirs, pipelines, and tap stands. It also discusses the feasibility and design process, including assessing community need, conducting surveys, and applying hydraulic principles. Design considerations like avoiding U-profiles in pipelines and using break pressure tanks are also covered.
The document summarizes a city council meeting to discuss a drainage master plan. It provides background on two previous studies from 1986 and 1993 that identified drainage issues. The drainage master plan will update drainage plans, identify problems and solutions, prioritize capital improvements, and include analysis of 39 miles of drainage infrastructure across 5 watersheds. The council is recommended to approve a contract with Freese and Nichols, Inc. for $482,032 to complete the drainage master plan.
This document provides a list of 50 potential water resource engineering projects for BE/BTech and ME/MTech students. The projects cover a wide range of topics related to water such as groundwater potential and quality studies, water treatment plant design, rainwater harvesting, river training works, and interlinking of rivers. Contact information is provided for Sree Samarth Project Solution in Aurangabad for students interested in pursuing one of the projects.
Planning & Design of Storm water Drainage system for Valsad cityMona Prajapati
This document presents a study on planning and designing a storm water drainage system for Valsad City, India. It discusses how the existing drainage system causes problems like property damage and health issues. The objectives are to provide an efficient drainage system to mitigate storm water runoff effects. The methodology includes data collection, analysis of rainfall data, and hydraulic calculations to design pipe diameters and layout. The results show a total watershed area of 84.02 hectares and recommend installing RCC NP-3 pipes to efficiently drain water from the area.
This document discusses different types of cross drainage works used when a canal crosses a natural stream or another canal. The main types are aqueducts, when the canal passes over the drainage; super passages, when the drainage passes over the canal; and siphons, when the canal passes under the drainage. Factors like relative water levels and sizes of the canal and drainage determine which type is most suitable. The document provides details on the design and construction of aqueducts, siphons, and considers examples of calculating dimensions for a specific crossing.
Please Read and then contact me mapesanestory@yahoo.com/ kabaganga@gmail.com/ mapesanestory@outlook.com or +255752997756/+255684248202 For more readings
Hydropower harnesses the kinetic energy of flowing water by using turbines to convert it into electrical energy. It does this by capturing potential energy from water held at a higher elevation and channeling it through pipes (penstocks) to spin turbines connected to generators. There are various types of hydropower plants classified by factors like capacity, head (water height), purpose, facility type, and connection to transmission systems. Common components include dams or diversions to raise water to a certain height, penstocks to transport water to turbines, turbines to convert kinetic energy to mechanical energy, generators to convert that to electrical energy, and transformers to adjust voltage for transmission. Hydropower is a renewable energy source but plant types differ in their
Topics:
1. Types of Diversion Head Works
2. Weirs and Barrages
3. Layout Diversion Head Works
4. Causes of Failures of Weirs and Barrages on Permeable Foundations
5. Silt Ejectors and Silt Excluders
This article covers all the headworks and barrages in Pakistan and their facts and figures. It could be a good topic for presentation specially for those who want to present related to pakistan.
Indian Hydro Power - A new regulatory effort Priyank Jain
The document summarizes the key policies and regulations related to hydropower development in India from the early 1990s to 2008. It identifies several reasons for the slow realization and improvements of hydropower projects, including bureaucratic delays, uncertainty in power payments, insufficient infrastructure, and environmental and land acquisition issues. The document provides suggestions to address financing, regulatory, development, and policy challenges in order to accelerate hydropower development.
Climate change consideration in hydro‐power development in the nepal himalaya...Jagat K. Bhusal
Presented at a workshop on "Developing regional collaboration in river basin management in response to climate change” Thursday 19 – Friday 20 December, 2013 Thimphu, Bhutan
This document provides an overview of hydropower development in India. It discusses:
1) The history of hydropower and its current status as a major source of electricity worldwide and in India.
2) The challenges facing hydropower development in India, including low exploitation of potential, power shortages, and declining proportion of hydro capacity.
3) The initiatives taken by the Government of India to promote hydropower, such as increased funding, basin-wise development, and simplifying approval processes.
The document discusses hydropower in India. It provides an introduction to hydropower, outlines its history in India, and discusses its current status and challenges. Some key points include:
- Hydropower is a renewable and environmentally friendly energy source that currently contributes around 22% of global electricity supply.
- The first hydropower dam in India was built in the early 1900s by Jamshedji Tata to supply power to textile mills.
- The government aims to realize India's full hydropower potential of 150,000 MW by 2025-26 to meet increasing energy demands.
- Major challenges include low exploitation of potential so far, technical difficulties, financial issues, and environmental/
Hydro is the most well-established form of renewable electricity production.
Hydro comprised about 80% of all of the renewable electricity capacity in the world, and accounted for about 20% of global electricity production capacity.
Hydropower is also the most efficient means we know of to convert energy into electricity.
Typically 85%-95% of the energy in water is converted to electricity, compared to 15%-20% for PV solar, 35%-45% for wind, and 30%-45% for coal.
Hydro power plant presentation project by pratik diyora 100420106008Pratik Diyora
This document summarizes a student project on a hydroelectric power plant. It includes sections on the basic components and principles of hydroelectricity including dams, intake, penstocks, turbines, generators, transformers, and power houses. It also describes different types of hydroelectric plants based on head including low, medium, and high head schemes. World's largest hydroelectric plants like China's Three Gorges Dam and India's largest plants including Tehri Dam and Sardar Sarovar Dam are highlighted. The document is intended to provide an overview of hydroelectric power generation.
Present globalised and consumerised world need sustainable development mechanism for the better tomorrow, without sustainable development we can`t stand here. Every part of the life need sustainability. For the energy sustainability SHPs are the good and viable option for better tomorrow. This Small Hydro Projects can make a big difference in many lives
The document discusses the future of hydro power development in India. It notes that India has an identified hydro power potential of 145,320 MW but has only developed 40,195 MW so far, representing around 27.6% of its potential. Several challenges are hindering further development, including lengthy forest clearance processes, uncertainty around project approvals, issues evacuating power from remote areas, and high costs of land acquisition. The document calls for reforms like upfront forest clearances, restarting stalled projects, subsidies for infrastructure development, and clarifying policies around forest payments and land costs to boost hydro power development and meet India's energy needs.
Hydro power plants utilize the potential energy of stored water behind a dam to generate electricity. Water flows from the reservoir through penstocks to spin turbines connected to generators, converting the kinetic energy to electrical energy. Key components include the catchment area, dam/reservoir, penstocks, turbines, generators, and powerhouse. Hydro power provides clean energy but has high initial costs and depends on water availability.
This document is a seminar report submitted by Pradeep Kumar Yadav to Rajasthan Technical University on the topic of hydro power plants. The 3-page report includes an introduction to hydro power, terms related to hydro power plants, the components and classification of hydro power plants, site selection and the working of hydro power plants. It also discusses the advantages and disadvantages of hydro power and some major hydro power stations in India. The report was prepared to fulfill requirements for a Bachelor of Technology degree in Civil Engineering.
Dr. Hari Krishna Shrestha presented on approaches to flood management and climate change in Nepal. Structural approaches like embankments face challenges due to uncertainties from climate change. Non-structural approaches like improved drainage and awareness are becoming more important. Climate change is impacting parameters like temperature, rainfall patterns and amounts, and flood return periods. This requires reexamining infrastructure design. Current activities in Nepal aim to better manage floods and climate change impacts through mainstreaming risk management, mapping, and collaboration on early warning systems. Regional data sharing and agreed methodologies could help transboundary flood management.
This study explains the use of remote sensing data for spatially distributed hydrological modeling using the MIKE-SHE software used in Tarim River Basin CHINA
SWaRMA_IRBM_Module1_#3, Upstream-Downstream linkages and Multi-scale IRBM, Sa...ICIMOD
This presentation is the part of 12-day (28 January–8 February 2019) training workshop on “Multi-scale Integrated River Basin Management (IRBM) from the Hindu Kush Himalayan Perspective” organized by the Strengthening Water Resources Management in Afghanistan (SWaRMA) Initiative of the International Centre for Integrated Mountain Development (ICIMOD), and targeted at participants from Afghanistan.
Poster presented at CoCooN Exchange Workshop (November 25-27, 2015), The Hague, the Netherlands, organized by Ministry of Foreign Affairs, the government of Netherlands and the International Institute of Social Studies.
- River pollution, urban flooding, and health risks are interconnected issues facing rapidly growing cities. As urban populations and impervious surfaces increase, water quality deteriorates due to inadequate wastewater treatment and increased runoff, while extreme rainfall events exacerbated by climate change raise flooding risks.
- Hydrologic and water quality models were developed to simulate current conditions and project impacts of population growth, climate change, and policy measures in selected cities. Results show that without action, flooding and waterborne diseases will increase substantially by 2030.
- Implementing integrated measures like expanded wastewater treatment, flood control infrastructure, and green infrastructure can significantly reduce flooding and health risks compared to do-nothing scenarios. However, non-structural
Urbanization and Baseflow Impacts - Evidence-based Water Budget Management an...Robert Muir
Green infrastructure, low impact development practices (LIDs), also called stormwater management best management practices (SWM BMPs), are often proposed to restore water balance functions and mitigate impacts or urbanization on runoff and recharge. One argument is that baseflows are lowered due to reduced infiltration and discharges to watercourses. It is a simple textbook theory.
What does the data show? The following slide presentation was prepared to respond to the Ontario draft LID guidance manual in early 2017 since water balance impacts have been cited as justification for this infrastructure.
Local studies show that baseflows have increased over decades of urbanization, calling into question the need for such measures considering that potential impact has not materialized. As noted in TRCA's Approved Updated Assessment Report under the Clean Water Act, at most gauges there was an upward trend in baseflows which prompted this: "These overall increases to baseflow volumes are contrary to the common thought that increased impervious cover leads to reduced baseflow" - so for those keeping score, data - one, common thought - zero. TMIG also analyzed baseflows in the GTA and noted “The seven-day average consecutive low flow data provides an indication of the observed baseflows within a watercourse, and hence is a suitable measure for determining whether baseflow trends exist in an urbanizing area. The trend analysis identified noticeable baseflow trends in 13 of the 24 recording stations. Of these eight urban and two rural stations exhibited an upward trend, suggesting increasing baseflow.”
The POLLCURB project investigates how changes in urban areas due to population growth affect local and regional water quality and quantity. It focuses on the Thames River basin and uses case studies in the Cut and River Ray catchments, which have undergone rapid urbanization. Models will be developed and linked to evaluate the impacts of urbanization and climate change on water resources through 2050. Citizen scientists will assist with water quality monitoring to test the models.
Conjunctive Use and Groundwater in California - Jay Lund 2020.pdfNabilKherbache2
This document summarizes a presentation on conjunctive use of surface and groundwater with examples from California. Conjunctive use aims to manage surface and groundwater resources together for better water supply, quality, economic and environmental outcomes. Potential benefits include increased water availability and reliability. The presentation reviews concepts, strategies and components of conjunctive use, and provides examples from various locations in California, including Yolo County, Sacramento metro area, Kern County Water Bank, and Santa Clara Valley. It also discusses California's new Sustainable Groundwater Management Act and challenges in achieving sustainable groundwater management.
This document discusses a study assessing the impact of anticipated external drivers of change on water resources in the coastal zone of the Ganges basin in Bangladesh. It outlines the following:
1. Key research questions around how drivers will affect hydrology, flooding, salinity, and water availability.
2. The overall methodology which will analyze scenarios involving population growth, land use change, climate change, and transboundary river flows using water flow and salinity modeling.
3. Example scenarios that were developed through stakeholder workshops around the impact of combinations of drivers on water resources by 2030 and 2050.
4. Preliminary results of modeling showing effects of drivers like reduced transboundary flows and climate change on sal
SWaRMA_IRBM_Module1_#4, IRBM implementation in nepal challenges and opportuni...ICIMOD
This presentation is the part of 12-day (28 January–8 February 2019) training workshop on “Multi-scale Integrated River Basin Management (IRBM) from the Hindu Kush Himalayan Perspective” organized by the Strengthening Water Resources Management in Afghanistan (SWaRMA) Initiative of the International Centre for Integrated Mountain Development (ICIMOD), and targeted at participants from Afghanistan.
The document describes WEAP (Water Evaluation and Planning), a water resources planning model. It provides an overview of WEAP's features and capabilities for integrated water resources management. These include built-in models, a model-building interface, reporting tools, and a GIS-based graphical user interface. The document then presents a case study application of WEAP for the Langat River Basin in Malaysia to investigate water supply and demand trends and assess water availability under future scenarios. The WEAP model developed for the basin was calibrated and validated and able to reasonably simulate streamflows. Modeling results show increasing future water deficits without intervention and the benefits of demand management and reduction of non-revenue water losses.
DSD-INT 2017 Connecting ecology and water allocation - ChrzanowskiDeltares
Presentation by Clara Chrzanowski (Deltares) at the River Basin Planning and Modelling symposium, during Delft Software Days - Edition 2017. Wednesday, 25 October 2017, Delft.
Prediction of Flood Risk under the Impact of Climate Change on the Thermal Po...Tuu Nguyen
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The impact of hydropower projects on water availability in Tamor basin, Koshi, in the context of climate change
1. Prof. Dr. Hari K. Shrestha
Nepal Engineering College
December 16, 2015
New Delhi, India
Ongoing activity of “Hydropower development in the context of climate change: Exploring
conflicts & fostering cooperation across scales & boundaries in the Eastern Himalayas”
(CoCooN-CCMCC Project)
Developing regional collaboration in river basin management in response to
climate change: Final Workshop
The impact of hydropower projects on water
availability in Tamor Basin, Koshi,
in the context of climate change
3. Satellite image of Tamor River Basin Rivers in Tamor River Basin
Tamor River Basin: Background Info
(Pathak, 2014)
4. Location of past disaster events in the
Tamor Basin (DesInventar, 2011)
Regional Geological Map of the Tamor Basin
Tamor River Basin: Background Info
(Pathak, 2014)
5. Land use map of the Tamor Basin
Landslide hazard map of the Tamor Basin
Tamor River Basin: Background Info
(Pathak, 2014)
10. 2.24
3.52
3.22
2.33
1.15
1.82
1.98
1.86 1.88
2.59
3.27 3.23
0
1
2
3
4 Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
IncreaseinaverageTemperature
0C
Month
Increase in average temperature (2050's)
Station: Melung
Projected Average Temperature
Change in Melung
Projected: 2050’s
Range: +1.15 to + 3.52 0C
Average: + 2.42 0C
Location: Melung Meteorology station
Melung
Phidim
11. 2.54
4.28
3.34
1
1.77
1.67
1.44
1.81
1.94
1.77
2.45
2.72
0
1
2
3
4
5
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
IncreaseinaverageTemperature0C
Month
Increase in average temperature (2050's)
Station: Phidim
Projected Average Temperature Change in Phidim
Projected: 2050’s, Range: +1.0 to + 4.28 0C
Average: + 2.22 0C, Location: Phidim Meteorology station
12. Changes in
Rainfall
Melung
Annual Rainfall: + 12.5 %
Monsoon rainfall: +16%
Winter: -26.6%
Phidim
Annual Rainfall: + 21 %
Monsoon rainfall: +24.6%
Winter: -26%
0
100
200
300
400
500
600
700
Rainfall,mm
Melung Rainfall , mm
0
50
100
150
200
250
300
350
400Rainfall,mm Phidim Rainfall, mm
CC
2050’s
CC
2050’s
Rainfall will reduce in dry
period and increase in wet
period. Not a good news.
13. Upper Hewa Khola
Annual average flow: + 22 %
Rainy season average flow: +33%
Winter: -5.3%
Pre-rainy season average flow: -24%
Post-rainy season average flow: +20%
Lower Hewa Khola
Annual average flow: + 34 %
Rainy season average flow: +50%
Winter: -8%
Pre-rainy season average flow: -19%
Post-rainy season average flow: +28%
14. Summary of CC modeling
• Decrease in dry season flow → water availability for HPP
and other productive uses decrease → potential source
of conflict
• Increase in wet season flow → flood, landslide, debris
flow, river bed aggradation, reservoir fill up
• Increase in temperature, number of high temperature
days will increase → decrease in production, increase in
evapotranspiration rate
• 24-hr max rainfall of 100 years return period now in 10
years
• Flow duration curve shift → Q40 value will decrease
• HFL level and scour depth will increase → need to design
structures accordingly, traditional design may not work
17. Layout of Lower Hewa HPP → More than five km of dry river stretch in the absence of e-flow
18. November 18, 2015: Hewa discharge: 4.5
m3/s, Pheme Discharge: 2.0 m3/s.
Difference between estimated/adopted
and real river flow affects water
availability for HPPs and other productive
uses of water, and can cause conflict.
19. Factors considered: monthly variations in (a) river flow, (b) e-flow,
(c) crop cycle/type, (d) population increase, (e) water supply, (f) rainfall
(g) industrial and “other” water needs, (h) return flow and (i) CC.
20. Concept too simple?
Does not consider details of each parameter?
Compromise accuracy?
Has to be, in the beginning, if it is to be
adapted/implemented by policy makers and
decision makers.
21. Activities related to linkage between
Hydropower and Water Availability
• Environmental Flows Assessment (EFA) syllabus prepared (jointly
with IWMI), approved by Pokhara University: expected to have
sustained impact as some of the graduates will eventually work in
water management sector
• EFA training conducted jointly with IWMI and participated by policy
makers and HPP designers; lower level officers convinced;
discussion with decision makers under progress
• CC modeling to estimate changes in river flows
• Water requirement estimation based on crop cycle, crop type and
other livelihood activities
• Conceptual water availability accepted by district level officers,
further works needed for implementation by DDC and MoSTE
• Primary data monitoring started, for data quality check
22. Planned Activities
• Additional hydro-meteorological data collection,
interaction with local residents on perceived CC and
impact on livelihood
• E-flows assessment seminar
• Interaction with DoED, NEA and MoSTE on adoption of
e-flows assessment method for HPPs
• Interaction with MoSTE and DDC officials on HPP water
availability assessment method
• Revise trend and CC modeling
• Finalize tool to estimate water availability for HPPs, in
each basin.
23. Regional Collaboration in response to CC
• Policy analysis related to hydropower and water
availability jointly by institutes in Nepal and India
• Biophysical issues, like e-flow, hydropower tunnel-
spring relation jointly being studied, and data shared
between Nepal and India; Pani-satsang, e-flows
training to policy makers organized jointly, CC model
outputs shared.
• Post-doc candidates having study sites in Nepal and
India.
• Hydropower proponents, HPP designers and policy
makers represented in joint discussions.
• Hoping to raise level of mutual confidence, which is the
fundamental issue in developing regional collaboration
in river basin management.
24. The activities related to the CoCooN-CCMCC Project is funded
through Netherlands Organization for Scientific Research
(NWO) by the Department of International Development
(DFID), UK.
Thank you.
For further query: email: hari@nec.edu.np