This document provides information about dams and reservoirs. It begins with definitions of dams and describes their basic components and structure. It then classifies different types of dams such as gravity dams, arch dams, buttress dams, and embankment dams. Details are given about specific dams like the Three Gorges Dam, Hoover Dam, and dams in Thailand. The document discusses the advantages and disadvantages of dams. It also covers dam failure case studies and provides statistics on dams. In the end, it discusses benefit-cost analysis of dams and their impact.
1. Dams are constructed across rivers to store flowing water for uses like hydropower, irrigation, water supply, flood control, and navigation.
2. The key forces acting on a gravity dam include its self-weight, which provides stability, and water pressure from the reservoir, which acts to overturn the dam. Uplift, earthquake loads, silt pressure, and ice pressure are other important forces that must be estimated based on assumptions and available data.
3. The weight of the dam per unit length is calculated based on the cross-sectional area and unit weight of the concrete or masonry used. The total weight acts at the centroid of the cross-section and is the main stabil
Dams are solid barriers constructed across rivers to store flowing water for uses like drinking water, irrigation, hydropower, flood control and recreation. The main purposes of dams worldwide are irrigation (48.6%), hydropower (17.4%), and water supply (12.7%). A dam has a dam body, reservoir, spillway, intake structures and may include a sluiceway or diversion facilities. Dams are classified by size, height, and structural design, with the main types being gravity dams, arch dams, buttress dams, embankment dams and composite dams. While dams provide benefits like food and energy, they can also cause issues like flooding, disruption of ecosystems and communities.
The document provides information on different types of dams including their structures, classifications, and examples. It discusses:
1) The main types of dams are gravity dams, buttress dams, arch dams, and earth dams. Gravity dams resist water pressure through sheer weight while buttress dams use supports and arch dams curve to transmit water pressure.
2) Dams can be classified based on their functions such as storage dams, diversion dams, detention dams, debris dams, and coffer dams which are temporary structures used in construction.
3) Examples of different dams are provided along with their key details like location, height, purpose, and capacity. The Bhakra dam on the Satluj river in India
Earthen dams, also known as earth-fill dams or embankment dams, are constructed by compacting successive layers of earth and other impermeable materials. They are commonly used due to their low construction cost and ability to be adapted to weak foundations. Earthen dams are built to supply drinking water, control floods, enable irrigation, produce hydroelectric power, and more. Proper design and construction techniques are required to ensure stability, control seepage, provide adequate spillway capacity, and meet other safety requirements. While dams provide important benefits, they can also negatively impact the environment through habitat loss, water quality changes, and other effects.
The document discusses dams, including their history, types, parts, failures, and site selection criteria. Dams are constructed across rivers and streams to store water for uses like electricity, irrigation, flood control, and fisheries. The earliest known dams date to 3000 BC in Jordan and the 2nd century in India. Dams are typically classified as concrete (e.g. gravity, buttress, arch), earth/embankment (e.g. earthfill, rockfill), or composite. Critical factors in dam site selection include stable geologic conditions, adequate water flow, and minimizing human displacement. Geological investigations evaluate factors like rock strength, drainage, seismic activity, and environmental hazards. Dams provide important benefits but must
There are several types of dams classified based on size, structure, and materials. Dams are classified as large or small based on height and storage capacity. Structurally, dams include gravity dams, arch dams, arch-gravity dams, buttress dams, barrages, and embankment dams such as earthfill and rockfill dams. Earthfill dams are further divided into homogeneous, zoned, rolled fill, and hydraulic fill dams. Dams serve various purposes like water supply, flood control, irrigation, hydroelectric power and recreation. However, dams can also negatively impact the environment by disrupting natural water flows and fish migration.
This document provides an overview of the analysis and design of a gravity dam located in seismic zone V. It discusses the project team members and then covers the basic structure and purpose of dams. It reviews the history of dam construction and provides examples of different dam types. The document outlines the necessary investigations and considerations for dam design, including stability, sedimentation, spillways, and energy dissipation structures.
Dams are structures built across rivers to store water for uses like irrigation, power, and flood control. They are classified by structure and material, including arch dams, gravity dams, embankment dams, and more. Dams generate hydroelectric power by using the force of falling or flowing water to turn turbines and generators. While hydro provides renewable energy, large dams can damage ecosystems and require relocating local populations.
1. Dams are constructed across rivers to store flowing water for uses like hydropower, irrigation, water supply, flood control, and navigation.
2. The key forces acting on a gravity dam include its self-weight, which provides stability, and water pressure from the reservoir, which acts to overturn the dam. Uplift, earthquake loads, silt pressure, and ice pressure are other important forces that must be estimated based on assumptions and available data.
3. The weight of the dam per unit length is calculated based on the cross-sectional area and unit weight of the concrete or masonry used. The total weight acts at the centroid of the cross-section and is the main stabil
Dams are solid barriers constructed across rivers to store flowing water for uses like drinking water, irrigation, hydropower, flood control and recreation. The main purposes of dams worldwide are irrigation (48.6%), hydropower (17.4%), and water supply (12.7%). A dam has a dam body, reservoir, spillway, intake structures and may include a sluiceway or diversion facilities. Dams are classified by size, height, and structural design, with the main types being gravity dams, arch dams, buttress dams, embankment dams and composite dams. While dams provide benefits like food and energy, they can also cause issues like flooding, disruption of ecosystems and communities.
The document provides information on different types of dams including their structures, classifications, and examples. It discusses:
1) The main types of dams are gravity dams, buttress dams, arch dams, and earth dams. Gravity dams resist water pressure through sheer weight while buttress dams use supports and arch dams curve to transmit water pressure.
2) Dams can be classified based on their functions such as storage dams, diversion dams, detention dams, debris dams, and coffer dams which are temporary structures used in construction.
3) Examples of different dams are provided along with their key details like location, height, purpose, and capacity. The Bhakra dam on the Satluj river in India
Earthen dams, also known as earth-fill dams or embankment dams, are constructed by compacting successive layers of earth and other impermeable materials. They are commonly used due to their low construction cost and ability to be adapted to weak foundations. Earthen dams are built to supply drinking water, control floods, enable irrigation, produce hydroelectric power, and more. Proper design and construction techniques are required to ensure stability, control seepage, provide adequate spillway capacity, and meet other safety requirements. While dams provide important benefits, they can also negatively impact the environment through habitat loss, water quality changes, and other effects.
The document discusses dams, including their history, types, parts, failures, and site selection criteria. Dams are constructed across rivers and streams to store water for uses like electricity, irrigation, flood control, and fisheries. The earliest known dams date to 3000 BC in Jordan and the 2nd century in India. Dams are typically classified as concrete (e.g. gravity, buttress, arch), earth/embankment (e.g. earthfill, rockfill), or composite. Critical factors in dam site selection include stable geologic conditions, adequate water flow, and minimizing human displacement. Geological investigations evaluate factors like rock strength, drainage, seismic activity, and environmental hazards. Dams provide important benefits but must
There are several types of dams classified based on size, structure, and materials. Dams are classified as large or small based on height and storage capacity. Structurally, dams include gravity dams, arch dams, arch-gravity dams, buttress dams, barrages, and embankment dams such as earthfill and rockfill dams. Earthfill dams are further divided into homogeneous, zoned, rolled fill, and hydraulic fill dams. Dams serve various purposes like water supply, flood control, irrigation, hydroelectric power and recreation. However, dams can also negatively impact the environment by disrupting natural water flows and fish migration.
This document provides an overview of the analysis and design of a gravity dam located in seismic zone V. It discusses the project team members and then covers the basic structure and purpose of dams. It reviews the history of dam construction and provides examples of different dam types. The document outlines the necessary investigations and considerations for dam design, including stability, sedimentation, spillways, and energy dissipation structures.
Dams are structures built across rivers to store water for uses like irrigation, power, and flood control. They are classified by structure and material, including arch dams, gravity dams, embankment dams, and more. Dams generate hydroelectric power by using the force of falling or flowing water to turn turbines and generators. While hydro provides renewable energy, large dams can damage ecosystems and require relocating local populations.
The document discusses different types of dams, including earthen dams, gravity dams, arch dams, and buttress dams. It explains the typical structure of a dam, including components like the heel, toe, abutments, galleries, spillway, and sluice way. The document also covers preliminary investigations, factors influencing site selection, purposes of dams, and potential causes of dam failure.
Dams are solid barriers constructed across rivers to store flowing water for uses like hydropower, irrigation, water supply, flood control, and navigation. The main types of dams are gravity dams, buttress dams, arch dams, and earth dams. Gravity dams are massive concrete structures where the weight forces are transmitted straight down. Buttress dams are reinforced gravity dams with structural supports. Arch dams are curved upstream to transmit water forces to the valley walls. Earth dams are broad, trapezoidal structures built of compacted earth and rock when foundations cannot support heavier dam types.
The document discusses dams, including their purposes, types, and factors to consider for site selection and investigation. It provides information on different types of dams including earth, rock, concrete, gravity, arch, buttress, and composite dams. Key factors for dam site selection and investigation include geological conditions, hydrology, availability of construction materials, and environmental impacts. Detailed geological investigations are necessary to evaluate the foundation stability, water tightness of the reservoir, and availability of local construction materials.
The document discusses dams and provides information on different types of dams including gravity dams. It describes the key forces acting on a gravity dam, including:
- The weight of the dam itself which acts downward
- Water pressure from the reservoir which acts as an overturning force on the upstream face
- Uplift pressure from water seeping through the dam and its foundation
- Silt and sediment pressure on the upstream face
- Potential forces from ice, wind, waves, temperature changes, earthquakes, and other sources
It provides diagrams illustrating how these forces are calculated and represented as vectors on a free body diagram of a gravity dam cross section. The document gives details on calculating the magnitude and line of
This document discusses different types of dams used to hold back water and raise its level. It describes earth dams, rock fill dams, gravity dams, arch dams, steel dams, buttress dams, timber dams, and rubber dams. Earth dams are embankments created from compacted soil, sand, clay or rock. Rock fill dams use compacted rock and transfer force downward. Gravity dams rely on their own weight to resist water pressure. Arch dams are curved upstream and strengthen under water pressure.
Dams can be classified in several ways:
1. According to use - storage dams store water, diversion dams divert water into canals, and detention dams control floods.
2. According to hydraulic design - overflow dams allow water over the crest, while non-overflow dams keep water below the top.
3. According to material - rigid dams use materials like concrete that don't deform, while non-rigid earth and rockfill dams settle and deform more.
4. According to structural behavior - examples include gravity, arch, buttress, earthen, and rockfill dams.
DAMS
Types of dams
Selection of dam sites
Geological characters for investigation
Selection of the dam type
Gravity dams
butress dams
embankment dams
arch dams
cupola dams
composite dams
Bhakra Dam
Mir Alam multi-arch dam
Idukki Dam
Tehri Dam
Ujani Dam or bhima dam
Spillway crest gates are adjustable gates used to control water flow in reservoir and river systems. They act as barriers to store additional water, allowing the height of dams to be increased and requiring more land acquisition. The main types of spillway gates are dripping shutters, stop logs, radial/tainter gates, drum gates, and vertical lift/rectangle gates. Vertical lift gates are rectangular gates that spin horizontally between grooved piers and can be raised or lowered by a hoisting mechanism to control water flow.
This document provides an overview of dams, including their purpose, classification, and key components. It discusses how dams can be classified based on their function (e.g. storage, diversion), hydraulic design (e.g. overflow, non-overflow), structural behavior (e.g. gravity, earth), and materials used (e.g. masonry, concrete, rockfill). Key factors in selecting a dam site and type include the topography, geology/foundations, availability of materials, size/location of spillways, and earthquake risk. Dams are designed structures built across waterways to impound water for uses like irrigation, hydropower, flood control and more.
The document discusses different types of dams including gravity dams, arch dams, and earth dams. It describes the key forces acting on dams like water pressure, weight, and uplift pressure. Important factors for selecting dam sites are discussed such as topography, construction feasibility, economics, and environment. Common causes of dam failure include substandard construction, spillway design errors, geological changes, extreme weather, and poor maintenance. In conclusion, dams are primarily built for irrigation, hydroelectric power, water supply, and flood control, so studying their design concepts is important for safe utilization.
Reservoir capacity, Reservoir sedimentation and controldeep shah
This document discusses reservoir capacity, sedimentation, and control of sedimentation. It defines a reservoir as an area developed by dam construction. Reservoir capacity depends on inflow and demand, and can be determined using graphical or analytical methods. Sediment carried by rivers is deposited in reservoirs, reducing capacity over time. Sediment includes suspended and bed loads. Causes of sedimentation are soil/vegetation in the catchment area and rainfall intensity. Control methods include selecting sites carefully, check dams, vegetation screens, and removing deposited sediment.
Dams and reservoirs provide many benefits but require careful geological investigation and design. Dams are typically classified by their design as gravity, arch, buttress or embankment dams. Proper site selection is important, considering factors like foundation stability and permeability. Past dam failures show the importance of understanding rock structures, weathering, and seismic activity. Reservoirs are categorized as storage, flood control or distribution based on their purpose. Geological studies of reservoir areas examine topography, groundwater conditions, permeability, and rock stability to ensure safe water storage and minimize leakage or sedimentation over time.
1) Dams are constructed across rivers to store flowing water for uses like hydropower, irrigation, water supply, flood control, and navigation. The key structures of a dam include its crest, spillways, and outlets.
2) There are several types of dams including gravity dams, buttress dams, arch dams, and earthfill dams. The type of dam constructed depends on factors like the foundation material and river width.
3) Planning a dam and reservoir requires extensive geological, hydrological, and engineering investigations of the proposed site to evaluate factors like foundation suitability, reservoir storage capacity, and material availability. Zones like the normal, minimum, and maximum pool levels define the storage capacity of the resulting
The document discusses the design of gravity dams. It begins with basic definitions related to gravity dam geometry and forces that act on gravity dams, such as water pressure, weight of the dam, uplift pressure, and pressure due to earthquakes. It then covers stability analyses to prevent overturning, sliding, crushing, and tension. Finally, it addresses designing the dam section to be economical while satisfying stability requirements, and categorizing dams as low or high based on height.
1) A magnitude 7.6 earthquake struck Gujarat, India in 2001 near the city of Bachau, causing widespread damage.
2) Two embankment dams, Chang Dam and Fatehgadh Dam, within 150 km of the epicenter were examined. Chang Dam experienced almost a complete collapse likely due to liquefaction of its shallow foundation soils, while Fatehgadh Dam experienced less severe but still significant damage.
3) Analysis of the foundation soils beneath the dams found they were susceptible to liquefaction when saturated, which likely contributed to the observed damage during the earthquake when reservoir levels were low but foundation soils remained saturated.
This document provides information on different types of dams including their definitions, structures, advantages, disadvantages and classifications. It discusses common dam types such as gravity dams, arch dams, buttress dams, embankment dams and their design considerations. Examples of major dams from around the world are also highlighted such as the Three Gorges Dam, Hoover Dam and dams in Thailand. Causes of dam failures are briefly mentioned.
This document provides information on analyzing the stability and safety of concrete gravity dams. It discusses the different loading cases to consider, including empty reservoir, full reservoir under normal and flood conditions, and with seismic forces. It describes analyzing the dam's stability against overturning, sliding, shear stresses, and foundation and concrete overstresses. The document outlines the assumptions made in stability analysis and the recommended safety factors. It also discusses determining normal and principal stresses in the dam, and ensuring compressive stresses are maintained.
Reservoir sedimentation causes and mitigationPramoda Raj
This document discusses reservoir sedimentation, its causes, and mitigation strategies. It outlines that geological investigations of the dam site are essential. Elements of sediment management include reducing sediment inflow, routing sediments, sediment removal, providing large storage volumes, and sediment placement. Methods to control sedimentation involve check dams, afforestation, desilting reservoirs during summer, and storing clean water while discharging sediment-laden flows. India's water storage reservoirs are significantly losing capacity due to sediment deposition.
The document discusses the design and construction of concrete gravity dams. It begins with an introduction of dams and their purposes, then discusses site selection factors, design considerations, foundation investigations, construction procedures, and challenges in construction. The key points are that concrete gravity dams are designed so their own weight resists external forces, and their construction involves dewatering the river, building a cofferdam, removing loose materials, and placing concrete in lifts while controlling the temperature to prevent cracking.
This document discusses the key forces acting on a gravity dam, including its weight, water pressure, uplift pressure, silt pressure, wave pressure, and earthquake forces. It defines key terms like structural height, maximum base width, and hydraulic height. It also provides details on how to calculate or estimate the various forces, for example explaining that water pressure acts normal to the face of the dam and can be calculated based on horizontal and vertical components. Uplift pressure is defined as the upward pressure of water seeping through the dam or its foundation. Earthquake forces cause random vibrations that impart accelerations to the dam's foundation.
This document provides information on dams and reservoirs. It begins with definitions of dams and discusses the structure of dams. The main types of dams are then described - gravity dams, arch dams, buttress dams, embankment dams. Examples are given of major dams like the Three Gorges Dam and Hoover Dam. Dams in Thailand are also discussed. The document outlines the advantages and disadvantages of dams. It provides classifications of dams and factors to consider for different dam types. Forces acting on gravity and arch dams are explained.
This document discusses dams and reservoirs. It begins with definitions of dams and describes their basic structure. It then discusses the advantages and disadvantages of dams, and provides examples of different types of dams including gravity dams, arch dams, buttress dams, and embankment dams. The document concludes with information on dam failures and statistics on types of dams.
The document discusses different types of dams, including earthen dams, gravity dams, arch dams, and buttress dams. It explains the typical structure of a dam, including components like the heel, toe, abutments, galleries, spillway, and sluice way. The document also covers preliminary investigations, factors influencing site selection, purposes of dams, and potential causes of dam failure.
Dams are solid barriers constructed across rivers to store flowing water for uses like hydropower, irrigation, water supply, flood control, and navigation. The main types of dams are gravity dams, buttress dams, arch dams, and earth dams. Gravity dams are massive concrete structures where the weight forces are transmitted straight down. Buttress dams are reinforced gravity dams with structural supports. Arch dams are curved upstream to transmit water forces to the valley walls. Earth dams are broad, trapezoidal structures built of compacted earth and rock when foundations cannot support heavier dam types.
The document discusses dams, including their purposes, types, and factors to consider for site selection and investigation. It provides information on different types of dams including earth, rock, concrete, gravity, arch, buttress, and composite dams. Key factors for dam site selection and investigation include geological conditions, hydrology, availability of construction materials, and environmental impacts. Detailed geological investigations are necessary to evaluate the foundation stability, water tightness of the reservoir, and availability of local construction materials.
The document discusses dams and provides information on different types of dams including gravity dams. It describes the key forces acting on a gravity dam, including:
- The weight of the dam itself which acts downward
- Water pressure from the reservoir which acts as an overturning force on the upstream face
- Uplift pressure from water seeping through the dam and its foundation
- Silt and sediment pressure on the upstream face
- Potential forces from ice, wind, waves, temperature changes, earthquakes, and other sources
It provides diagrams illustrating how these forces are calculated and represented as vectors on a free body diagram of a gravity dam cross section. The document gives details on calculating the magnitude and line of
This document discusses different types of dams used to hold back water and raise its level. It describes earth dams, rock fill dams, gravity dams, arch dams, steel dams, buttress dams, timber dams, and rubber dams. Earth dams are embankments created from compacted soil, sand, clay or rock. Rock fill dams use compacted rock and transfer force downward. Gravity dams rely on their own weight to resist water pressure. Arch dams are curved upstream and strengthen under water pressure.
Dams can be classified in several ways:
1. According to use - storage dams store water, diversion dams divert water into canals, and detention dams control floods.
2. According to hydraulic design - overflow dams allow water over the crest, while non-overflow dams keep water below the top.
3. According to material - rigid dams use materials like concrete that don't deform, while non-rigid earth and rockfill dams settle and deform more.
4. According to structural behavior - examples include gravity, arch, buttress, earthen, and rockfill dams.
DAMS
Types of dams
Selection of dam sites
Geological characters for investigation
Selection of the dam type
Gravity dams
butress dams
embankment dams
arch dams
cupola dams
composite dams
Bhakra Dam
Mir Alam multi-arch dam
Idukki Dam
Tehri Dam
Ujani Dam or bhima dam
Spillway crest gates are adjustable gates used to control water flow in reservoir and river systems. They act as barriers to store additional water, allowing the height of dams to be increased and requiring more land acquisition. The main types of spillway gates are dripping shutters, stop logs, radial/tainter gates, drum gates, and vertical lift/rectangle gates. Vertical lift gates are rectangular gates that spin horizontally between grooved piers and can be raised or lowered by a hoisting mechanism to control water flow.
This document provides an overview of dams, including their purpose, classification, and key components. It discusses how dams can be classified based on their function (e.g. storage, diversion), hydraulic design (e.g. overflow, non-overflow), structural behavior (e.g. gravity, earth), and materials used (e.g. masonry, concrete, rockfill). Key factors in selecting a dam site and type include the topography, geology/foundations, availability of materials, size/location of spillways, and earthquake risk. Dams are designed structures built across waterways to impound water for uses like irrigation, hydropower, flood control and more.
The document discusses different types of dams including gravity dams, arch dams, and earth dams. It describes the key forces acting on dams like water pressure, weight, and uplift pressure. Important factors for selecting dam sites are discussed such as topography, construction feasibility, economics, and environment. Common causes of dam failure include substandard construction, spillway design errors, geological changes, extreme weather, and poor maintenance. In conclusion, dams are primarily built for irrigation, hydroelectric power, water supply, and flood control, so studying their design concepts is important for safe utilization.
Reservoir capacity, Reservoir sedimentation and controldeep shah
This document discusses reservoir capacity, sedimentation, and control of sedimentation. It defines a reservoir as an area developed by dam construction. Reservoir capacity depends on inflow and demand, and can be determined using graphical or analytical methods. Sediment carried by rivers is deposited in reservoirs, reducing capacity over time. Sediment includes suspended and bed loads. Causes of sedimentation are soil/vegetation in the catchment area and rainfall intensity. Control methods include selecting sites carefully, check dams, vegetation screens, and removing deposited sediment.
Dams and reservoirs provide many benefits but require careful geological investigation and design. Dams are typically classified by their design as gravity, arch, buttress or embankment dams. Proper site selection is important, considering factors like foundation stability and permeability. Past dam failures show the importance of understanding rock structures, weathering, and seismic activity. Reservoirs are categorized as storage, flood control or distribution based on their purpose. Geological studies of reservoir areas examine topography, groundwater conditions, permeability, and rock stability to ensure safe water storage and minimize leakage or sedimentation over time.
1) Dams are constructed across rivers to store flowing water for uses like hydropower, irrigation, water supply, flood control, and navigation. The key structures of a dam include its crest, spillways, and outlets.
2) There are several types of dams including gravity dams, buttress dams, arch dams, and earthfill dams. The type of dam constructed depends on factors like the foundation material and river width.
3) Planning a dam and reservoir requires extensive geological, hydrological, and engineering investigations of the proposed site to evaluate factors like foundation suitability, reservoir storage capacity, and material availability. Zones like the normal, minimum, and maximum pool levels define the storage capacity of the resulting
The document discusses the design of gravity dams. It begins with basic definitions related to gravity dam geometry and forces that act on gravity dams, such as water pressure, weight of the dam, uplift pressure, and pressure due to earthquakes. It then covers stability analyses to prevent overturning, sliding, crushing, and tension. Finally, it addresses designing the dam section to be economical while satisfying stability requirements, and categorizing dams as low or high based on height.
1) A magnitude 7.6 earthquake struck Gujarat, India in 2001 near the city of Bachau, causing widespread damage.
2) Two embankment dams, Chang Dam and Fatehgadh Dam, within 150 km of the epicenter were examined. Chang Dam experienced almost a complete collapse likely due to liquefaction of its shallow foundation soils, while Fatehgadh Dam experienced less severe but still significant damage.
3) Analysis of the foundation soils beneath the dams found they were susceptible to liquefaction when saturated, which likely contributed to the observed damage during the earthquake when reservoir levels were low but foundation soils remained saturated.
This document provides information on different types of dams including their definitions, structures, advantages, disadvantages and classifications. It discusses common dam types such as gravity dams, arch dams, buttress dams, embankment dams and their design considerations. Examples of major dams from around the world are also highlighted such as the Three Gorges Dam, Hoover Dam and dams in Thailand. Causes of dam failures are briefly mentioned.
This document provides information on analyzing the stability and safety of concrete gravity dams. It discusses the different loading cases to consider, including empty reservoir, full reservoir under normal and flood conditions, and with seismic forces. It describes analyzing the dam's stability against overturning, sliding, shear stresses, and foundation and concrete overstresses. The document outlines the assumptions made in stability analysis and the recommended safety factors. It also discusses determining normal and principal stresses in the dam, and ensuring compressive stresses are maintained.
Reservoir sedimentation causes and mitigationPramoda Raj
This document discusses reservoir sedimentation, its causes, and mitigation strategies. It outlines that geological investigations of the dam site are essential. Elements of sediment management include reducing sediment inflow, routing sediments, sediment removal, providing large storage volumes, and sediment placement. Methods to control sedimentation involve check dams, afforestation, desilting reservoirs during summer, and storing clean water while discharging sediment-laden flows. India's water storage reservoirs are significantly losing capacity due to sediment deposition.
The document discusses the design and construction of concrete gravity dams. It begins with an introduction of dams and their purposes, then discusses site selection factors, design considerations, foundation investigations, construction procedures, and challenges in construction. The key points are that concrete gravity dams are designed so their own weight resists external forces, and their construction involves dewatering the river, building a cofferdam, removing loose materials, and placing concrete in lifts while controlling the temperature to prevent cracking.
This document discusses the key forces acting on a gravity dam, including its weight, water pressure, uplift pressure, silt pressure, wave pressure, and earthquake forces. It defines key terms like structural height, maximum base width, and hydraulic height. It also provides details on how to calculate or estimate the various forces, for example explaining that water pressure acts normal to the face of the dam and can be calculated based on horizontal and vertical components. Uplift pressure is defined as the upward pressure of water seeping through the dam or its foundation. Earthquake forces cause random vibrations that impart accelerations to the dam's foundation.
This document provides information on dams and reservoirs. It begins with definitions of dams and discusses the structure of dams. The main types of dams are then described - gravity dams, arch dams, buttress dams, embankment dams. Examples are given of major dams like the Three Gorges Dam and Hoover Dam. Dams in Thailand are also discussed. The document outlines the advantages and disadvantages of dams. It provides classifications of dams and factors to consider for different dam types. Forces acting on gravity and arch dams are explained.
This document discusses dams and reservoirs. It begins with definitions of dams and describes their basic structure. It then discusses the advantages and disadvantages of dams, and provides examples of different types of dams including gravity dams, arch dams, buttress dams, and embankment dams. The document concludes with information on dam failures and statistics on types of dams.
This document provides an introduction to dams, including their historical development, classification, and key factors in site selection and design. It discusses how beavers inspired early dam construction and provides examples of some early dams from ancient civilizations. It also covers classification of dams based on purpose, materials, hydraulic action, structural action, and project size. Additionally, it discusses social issues related to dam construction like displacement and rehabilitation.
Dams are barriers that impound water and come in many types, including arch dams, gravity dams, saddle dams, and more. They serve purposes like power generation, water storage, flood control, and recreation. Key considerations for dam construction include the geology of the area, impacts on wildlife and people, and safety. Dams can fail if not properly designed, maintained, or due to extreme weather events.
The document discusses different types of dams. It defines a dam as a structure built across a stream, river, or estuary to store water, creating a reservoir for uses like water supply, irrigation, or power generation. It describes the main components of dams like spillways. It classifies dams based on size, use, and structure. The main structures discussed are embankment, arch, gravity, and timber dams. Important dams mentioned include Kaptai Dam in Bangladesh, Hoover Dam in the US, Aswan Dam in Egypt, Nurek Dam in Tajikistan, Glen Canyon Dam in the US, and Three Gorges Dam in China.
This document provides an overview of dams and rivers, including:
1) An introduction to dams, their purposes of irrigation, hydropower, flood control, and more.
2) Reasons for building dams such as power generation, irrigation, flood control, drinking water, recreation, and transportation.
3) Details on ancient dams from around the world dating back to 3000 BC.
4) The different parts of a dam including the heel, crest, parapet wall, toe, abutments, conduits, cutoffs, galleries, diversion tunnels, and spillways.
5) The main types of dams classified by structure, use, and material including arch dams, gravity dams, buttress dams
Dams are built across rivers to store water and generate hydropower. The main purposes of dams are to store water for irrigation, water supply, flood control, and hydropower generation. Dams confine river water, creating reservoirs that allow water to be used for these human purposes. The earliest known dam dates back to 3000 BC in Jordan, while ancient civilizations like Egypt, Yemen, India, and China also constructed dams. Larger dams began being built in the early 19th century, with notable examples including the Hoover Dam built in the 1930s. Dams come in different types depending on their structure and materials, such as arch dams, gravity dams, and embankment dams. Hydropower generation is
A dam is a hydraulic structure of fairly impervious material built across a river to create a reservoir on its upstream side for impounding water for various purposes. A detailed ppt on dams,its types,pros and cons.
Hydro electric power plant,site selection, classification of HEPP,criteria for turbine selection, dams, spillways, surge tank and forebay, advantages and disadvantages of HEPP, hydrograph ,flow duration curve ,mass curve,environmental impacts of HEPP
Dams are solid barriers constructed across rivers to store flowing water for uses like drinking water, irrigation, hydropower, flood control and recreation. The main parts of a dam include the dam body, reservoir, spillway and water intake structures. Dams are classified based on their size, height and structural design. The most common types are gravity dams, arch dams, buttress dams and earth/embankment dams. While dams provide many benefits like irrigation, energy and flood control, they can also cause issues like flooding, disruption of ecosystems and communities, and high construction costs.
This document summarizes different types of dams and how hydroelectricity works. It describes the main types of dams as arch dams, gravity dams, arch-gravity dams, and embankment dams. It then explains how hydroelectricity is produced by building a dam to store water in a reservoir, which is then released through a turbine to generate electricity. The document also notes some advantages and disadvantages of large hydroelectric plants.
This document outlines the course objectives and content for a Hydraulic Structures I course. It will cover various types of dams including gravity dams, arch dams, buttress dams, and earth/rockfill dams. It will discuss dam classification, selection of dam type and site, design considerations, stability analysis, construction aspects, and examples. Key topics include forces on different dam types, modes of failure, spillway design, stilling basins, and outlet works. The course aims to equip students with knowledge on analysis and design of hydraulic structures.
Dams are structures built across rivers or streams to retain water. The main purposes of dams include storing water, providing irrigation, controlling floods and droughts, generating hydropower, enabling navigation, and developing fisheries. There are several types of dams defined by their structure and materials, including gravity dams, arch dams, buttress dams, embankment dams, steel dams, and timber dams. Each type has distinct characteristics regarding their design, materials used like concrete or earth, and suitable locations.
Role of Engineering Geology In Resevoirs,Dams & Tunneling.kaustubhpetare
The document discusses the role of engineering geology in reservoirs, dams, and tunneling. It provides information on how geological factors must be considered when selecting dam and reservoir sites. The types of dams are described, including gravity, buttress, arch, and embankment dams. Key geological considerations for dam foundations include the strength and stability of the underlying rocks. Bedding planes dipping upstream are most suitable, while faults and folds can increase risks. Thorough geological surveys and site investigations are needed before construction to evaluate the foundation conditions.
Engineering geologists provide the basic geological and geotechnical recommendations based on certain details analysis, and design associated surveys. These structures include dams as a major construction project. This lessons highlights the various aspects related to dams, types of dams and the causes of failure of dams.
This document provides information about dams and reservoirs. It discusses how dams are constructed across rivers to store water in reservoirs. It describes the different types of dams including gravity dams, buttress dams, arch dams, earth fill dams, and rock fill dams. Key factors in selecting a dam site include the geology of the location, with competent bedrock and an absence of faults or weak zones being important. Dams must also be designed based on the orientation and dip of the underlying rock strata. Extensive exploratory investigations are required at potential dam sites to understand the subsurface geology and suitability for construction.
The document discusses different types of dam materials and construction. It describes embankment dams like earthfill dams, rockfill dams, and earth fill-rock fill dams which are made of natural materials. It also describes concrete dams including gravity dams, arch dams, buttress dams, and masonry dams. It provides details on the characteristics and properties required for suitable materials for embankment and concrete dams.
This document summarizes a seminar presentation about dams, hydraulic structures, and power plants. It defines different types of dams classified by structure and material, including arch dams, gravity dams, arch-gravity dams, and embankment dams. It also describes steel dams and timber dams. Additionally, it explains the principles of hydroelectricity generation using dams to store water, which is released through turbines to generate electricity. Pumped storage is discussed as a method to reuse water for meeting peak electricity demands. Finally, disadvantages of large hydroelectric plants are mentioned.
Dams are barriers that impound water or underground streams. They retain water and generate hydropower. The Aswan High Dam in Egypt confines the Nile River and generates hydroelectric power. It flooded areas upstream and displaced many people when constructed. The Three Gorges Dam in China is the world's largest hydroelectric dam and produces significant power but flooded cultural sites and displaced over 1 million people.
Internal Control Internal Checking Internal Auditing - Auditing By LATiFHRWLatif Hyder Wadho
This document discusses internal control, internal check, and internal audit. It defines these terms and outlines their objectives and characteristics. Internal control involves plans and measures to safeguard a business's assets. Internal check involves segregating duties among staff to check each other's work and prevent fraud and errors. Internal audit is an independent review of a company's operations, policies, controls, and accounting processes to evaluate effectiveness and risks. The document provides details on how these tools help management and auditors ensure accuracy, accountability, and effective decision making.
This document discusses demand and supply in economics. It defines demand as the quantity of goods consumers are willing and able to buy at a given price. The quantity demanded changes inversely with price, as shown by the demand curve. Supply is defined as the quantity of a good sellers are willing and able to sell. According to the law of supply, the quantity supplied increases with price. The document lists factors that influence both demand and supply such as income, prices, and technology.
The document provides information about lectures on surveying topics including:
- Classification of theodolites as transit, non-transit, vernier, and micrometer theodolites.
- Uses of theodolites for measuring horizontal and vertical angles, locating points, and other surveying tasks.
- Terms used in manipulating a transit vernier theodolite such as centering, transiting, swinging the telescope, and changing face.
- Bearings and the rules for converting whole circle bearings to quadrantal/reduced bearings.
- Definitions of open and closed traverses and the formula to check the interior angles of a closed traverse.
- An example problem on calculating
The document discusses Pakistan's energy crisis, including its causes and recommendations. It notes that Pakistan faces a shortage of 4,000-9,000 MW of electricity per day due to growing demand outpacing available generation. Recommendations include increasing independent power production and reactivating closed plants in the short term, while long term plans involve developing coal power, securing agreements for sustainable energy imports, and exploring more oil, gas, and coal reserves. The study concludes by recommending the government overhaul infrastructure to utilize more renewable energy and coal reserves.
The document outlines the procedure, syllabus, and requirements for admission to the Combined Competitive Examination held by the Sindh Public Service Commission. It provides details on eligibility criteria, application process, examination structure and syllabus. Key points include: the examination may be held in Karachi, Hyderabad, Sukkur or Larkana; the written examination will include compulsory and optional subjects with a total of 900 marks; candidates must submit documents including degree certificates and domicile/residence proofs along with the application.
The document contains three words: 2013, PCS past papers, and LATIF HYDER WADHO. It appears to reference past exam papers from 2013 for the Pakistan Civil Service exam, possibly authored by or pertaining to an individual named Latif Hyder Wadho.
The document appears to be a screening test paper from 2013 for an individual named Latif Hyder Wadho. It does not provide much other contextual information within its brief text.
This document outlines an engineering drawing course, including:
- The course covers topics such as basic concepts of engineering drawing, instruments and their uses, orthographic drawings, isometric views, sectional views, and auxiliary views.
- It lists reference textbooks for the course and provides a class schedule covering topics week by week.
- Notes specify requirements for attendance, necessary instruments for classes, and exams that will be used to calculate final grades.
- Additional sections cover graphics language, traditional drawing tools, projection methods, drawing standards, and line conventions. Diagrams and examples are provided to illustrate key concepts.
This document discusses the history and spread of the English language globally. It describes how English originated in Britain but was exported worldwide through colonization. Varieties of English developed in colonies like America, Australia, and Africa. While British English was once the predominant standard, American English has increasingly influenced other varieties due to U.S. economic and cultural power post-World War 2. Today, English serves as a key international language for trade, education, and diplomacy due to Britain and America's historical political-economic dominance as global superpowers over the 19th-20th centuries.
This document provides information about bricks, including their types, characteristics, classification based on quality, and manufacturing processes. It discusses the different classes of bricks from first to fourth class based on their quality. It also outlines the key properties that good bricks should have, such as uniform color, standard size and shape, fine texture, hardness, strength, and resistance to water absorption and efflorescence. The document explains the traditional and modern methods used to manufacture bricks, including molding and firing processes.
Geotechnical engineering is a branch of civil engineering that applies soil mechanics, rock mechanics, and groundwater conditions to design foundations, retaining structures, earth structures, and environmental containment systems. Geological engineers use principles of earth sciences and geotechnical engineering to solve problems involving soil, rock, and groundwater, and to design underground structures. They often work with other professionals on major projects involving site selection, natural hazards, foundations, groundwater, slopes, dams, and environmental remediation.
Saw-tooth bits have a series of teeth on the cutting edge that are tipped with hard metals like tungsten carbide for wear resistance. They are less expensive but usually only used for soft soils and rocks. Rotary drilling uses a rotating bit and downward force to drill holes in soil or rock. Intact samples can be obtained using core barrels while drilling, and disturbed samples of cuttings are collected from the flushed material returning up the hole.
A group of 16 square piles extends 12 m into stiff clay soil, underlain by rock at 24 m depth. Pile dimensions are 0.3 m x 0.3 m. Undrained shear strength of clay increases linearly from 50 kPa at surface to 150 kPa at rock. Factor of safety for group capacity is 2.5. Determine group capacity and individual pile capacity.
The group capacity is calculated to be 1600 kN. The individual pile capacity is determined to be 100 kN. The factor of safety of 2.5 is then applied to determine the safe load capacity.
- There are four main methods to measure the load carrying capacity of piles: static methods, dynamic formulas, in-situ penetration tests, and pile load tests.
- The ultimate load capacity (Qu) of an individual pile or pile group equals the sum of the point resistance (Qp) at the pile tip and the shaft resistance (Qs) developed along the pile shaft through friction between the soil and pile.
- Meyerhof's method is commonly used to calculate Qp in sand based on the effective vertical pressure at the pile tip multiplied by the bearing capacity factor Nq.
The document provides information about a 21 meter long prestressed concrete pile driven into sand. The pile has an allowable working load of 502 kN, with an octagonal cross-section of 0.356 meters diameter and area of 0.1045 m^2. Skin resistance supports 350 kN of the load and point bearing the rest. The document requests calculating the elastic settlement of the pile given its properties, the load distribution, and soil parameters.
A plate load test involves applying incremental loads to a bearing plate placed on the ground surface and measuring the resulting settlements. The test is used to estimate the settlement of a footing under working loads. A seating load is first applied and removed, then higher loads are placed and settlements are recorded until the rate of settlement decreases. Load-settlement curves are plotted from the results. The test gives the immediate settlement but not long-term consolidation settlement, so it is not very useful for predicting behavior in clay soils. The test also may not be representative if the soil is not homogeneous to a depth of 1.5-2 times the prototype footing width.
The document discusses various methods and procedures for conducting subsurface exploration projects. It covers topics such as coring of rock, observation of water levels, collecting groundwater samples, bore logs, soil sampling techniques, and trial pits and trenches. The key points are that subsurface exploration involves drilling boreholes, measuring strata and water levels, obtaining soil and rock samples, recording bore logs, and investigating shallow depths using excavated pits and trenches. Proper exploration is important for understanding ground conditions and aid engineering design and construction.
The document discusses subsurface exploration, which involves determining the soil layers and properties beneath a proposed structure. It describes the various phases of a soil investigation: collecting existing information, conducting site visits, preliminary exploration including some boreholes, detailed exploration with more boreholes and laboratory/in-situ testing, and reporting findings. Guidelines are provided for borehole depth, spacing, and number based on factors like structure type and loads, soil variability, and cost. Common subsurface exploration methods include test pits, hand augers, mechanical augers, shell and auger borings, percussion borings, wash borings, rotary borings, and diamond core drilling.
This document outlines the syllabus for a foundation engineering course. It covers topics such as soil exploration, shallow foundations, deep foundations, earthen dams, and foundations on difficult soils. The course will explore soil testing methods, bearing capacity calculations, pile load capacity, and dam design considerations. References textbooks on geotechnical engineering and foundation design are also listed.
The CBC machine is a common diagnostic tool used by doctors to measure a patient's red blood cell count, white blood cell count and platelet count. The machine uses a small sample of the patient's blood, which is then placed into special tubes and analyzed. The results of the analysis are then displayed on a screen for the doctor to review. The CBC machine is an important tool for diagnosing various conditions, such as anemia, infection and leukemia. It can also help to monitor a patient's response to treatment.
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...IJECEIAES
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
Embedded machine learning-based road conditions and driving behavior monitoringIJECEIAES
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELgerogepatton
As digital technology becomes more deeply embedded in power systems, protecting the communication
networks of Smart Grids (SG) has emerged as a critical concern. Distributed Network Protocol 3 (DNP3)
represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
of the interconnection of these networks, which makes them vulnerable to a variety of cyberattacks. To
solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
4. What is a Dam?
A dam is a structure built across a stream,
river or estuary to retain water.
Dams are made from a variety of materials
such as rock, steel and wood.
8. Definitions
Heel: contact with the ground on the upstream side
Toe: contact on the downstream side
Abutment: Sides of the valley on which the structure of the dam rest
Galleries: small rooms like structure left within the dam for checking operations.
Diversion tunnel: Tunnels are constructed for diverting water before the
construction of dam. This helps in keeping the river bed dry.
Spillways: It is the arrangement near the top to release the excess water of the
reservoir to downstream side
Sluice way: An opening in the dam near the ground level, which is used to clear
the silt accumulation in the reservoir side.
9. Advantages of Dam
Irrigation
Water Supply
Flood Control
Hydroelectric
Recreation
Navigation
Dams gather drinking water for
people.
Dams help farmers bring water
to their farms.
Dams help create power and
electricity from water.
Dams keep areas from
flooding.
Dams create lakes for people to
swim in and sail on.
10. Disadvantages of Dam
Dams detract from natural settings, ruin nature's work
Dams have inundated the spawning grounds of fish
Dams have inhibited the seasonal migration of fish
Dams have endangered some species of fish
Dams may have inundated the potential for archaeological
findings
Reservoirs can foster diseases if not properly maintained
Reservoir water can evaporate significantly
Some researchers believe that reservoirs can cause
earthquakes
13. Three Gorges Dam
Type: Concrete Gravity Dam
Cost: Official cost $25bn - actual
cost believed to be much higher
Work began: 1993
Due for completion: 2009
Power generation: 26 turbines on
left and right sides of dam. Six
underground turbines planned for
2010
Power capacity: 18,000 megawatts
Reservoir: 660km long, submerging
632 sq km of land. When fully
flooded, water will be 175m above
sea level
Navigation: Two-way lock system
became operational in 2004. One-
step ship elevator due to open in
2009.
17. Hoover Dam
Location: Arizona and Nevada, USA
Completion Date: 1936
Cost:$165 million
Reservoir Capacity: 1.24 trillion cubic feet
Type: Arch/ Gravity
Purpose: Hydroelectric power/flood control
Reservoir: Lake Mead
Materials: Concrete
Engineers: Bureau of Reclamation
The Hoover Dam is a curved gravity dam. Lake Mead
pushes against the dam, creating compressive forces that
travel along the great curved wall. The canyon walls push
back, counteracting these forces. This action squeezes the
concrete in the arch together, making the dam very rigid.
This way, Lake Mead can't push it over.
Today, the Hoover Dam is the second highest dam in the
country and the 18th highest in the world. It generates more
than four billion kilowatt-hours a year, that's enough to
serve 1.3 million people!
18. Dams in Thailand
Bhumibol Dam
[ The Largest Concrete Arch Dam in Thailand ]
Name : Bhumibol Dam
Location : On Ping river at Sam Ngao district, Tak province
Type : Concrete Arch Gravity Dam (largest in Thailand of this
type)
Size : 154 meters high and 486 meters long at the crest
Year Completed : 1964
Storage Capacity :13,462 million cubic meters
Electricity Generating Capacity : 535 MW
Annual Energy : 1,200 GWh
19. Dams in Thailand
Sirikit Dam
Name : Sirikit Dam
Location : On Nan River at Tha Pla district, Uttaradit province
Type : Earth fill dam
Size : 113.6 meters high and 800 meters long at the crest
Year Completed : 1974
Storage Capacity :9,510 million cubic meters
Electricity Generating Capacity : 500 MW
Annual Energy : 1,000 GWh
20. Dams in Thailand
Srinagarind Dam
Name : Srinagarind Dam
Location : On Kwae Yai river at Ban Chao Nen subdistrict, Si
Sawat district, Kanchanaburi province
Type : Rockfill dam with impervious core
Size : 140 meters high and 610 meters long at the crest
Year Completed : 1980
Storage Capacity :17,745 million cubic meters
(largest storage capacity
in Thailand)
Electricity Generating Capacity : 720 MW
Annual Energy : 1,140 GWh
21. Dams in Thailand
Vajiralongkorn Dam
Name : Vajiralongkorn Dam
Location : On Kwae Noi river at Tha Khanun subdistrict, Thong
Pha Phum district, Kanchanaburi province
Type : Rockfill dam with facing slab
Size : 92 meters high and 1,019 meters long at the crest
Year Completed : 1984
Storage Capacity :8,860 million cubic meters
Electricity Generating Capacity : 300 MW
Annual Energy : 760 GWh
22. Dams in Thailand
Lam Takong Dam
Name : Lam Takong Dam
Location : On Lam Takong river at Sikiew district, Nakorn
Ratchasima province
Type : Earth fill dam
Size : 92 meters high and 1,019 meters long at the crest
Year Completed : 1969
Storage Capacity :310 million cubic meters
Irrigation Command Area : 100,000 rai
26. Classification of Dams
Classification based on hydraulic design
Classification based on material of construction
Overflow Dam/Overfall Dam
Non-Overflow Dam
Rigid Dam
Non Rigid Dam
28. Gravity Dam
Gravity dams are dams which resist the
horizontal thrust of the water entirely by
their own weight.
Concrete gravity dams are
typically used to block
streams through narrow
gorges.
30. Arch Dam
An arch dam is a curved dam which is
dependent upon arch action for its
strength.
Arch dams are thinner and
therefore require less material
than any other type of dam.
Arch dams are good for sites
that are narrow and have
strong abutments.
32. Buttress Dam
Buttress dams are dams in which the
face is held up by a series of supports.
Buttress dams can take many forms -
the face may be flat or curved.
36. Types of Dam
Factors governing selection of
types of dam
A Narrow V-Shaped Valley : Arch Dam
A Narrow or Moderately with U-Shaped Valley
: Gravity/Buttress Dam
A Wide Valley : Embankment Dam
Topography-Valley Shape
37. Types of Dam
Factors governing selection of
types of dam
Solid Rock Foundation : All types
Gravel and Coarse Sand Foundation :
Embankment/Concrete Gravity Dam
(H≤15 m)
Silt and Fine Sand Foundation :
Embankment/Gravity Dam (H≤8 m)
Non-Uniform Foundation : -
Geology and Foundation Condition
38. Types of Dam
Factors governing selection of
types of dam
Climate conditions
Availability of construction materials
Spillway size and location
Environmental considerations
Earthquake zone
Overall cost
General considerations
40. Gravity Dam
Forces on Gravity Dam
Gravity or weight of dam
Hydrostatic force
Uplift force
Ice force
Earthquake forces
41. Gravity Dam
Forces on Gravity Dam
Free-body diagram of cross
section of a gravity dam
42. Gravity Dam
Forces on Gravity Dam
Gravity or weight of dam
W
When W = Weight of dam
= Specific weight of material
= Volume of dam
Weight of Dam
43. Gravity Dam
Forces on Gravity Dam
Hydrostatic Force
xwh AhH
I. Horizontal hydrostatic force
II. Vertical hydrostatic force
wwvH
Hydrostatic Force
44. Gravity Dam
Forces on Gravity Dam
Uplift Force
Uplift Force
Uplift Force
2
t)hh(
U 21w
48. Arch Dam
I. Constant radius arch dams
for U-shaped valleys
have vertical US face
constant extrados radii for U-shaped valley
suitable to install gates at the US face
II. Constant angle arch dams
for V-shaped valleys
have curved US face
no possibility for gate installment
55. Embankment Dam
Earth Dams:
are the most simple and economic (oldest dams)
Types:
1.Homogeneous embankment type
2.Zoned embankment type
3.Diaphragm type
62. Buttress Dam
Buttress Dam
: is a gravity dam reinforced by structural supports.
Buttress
:a support that transmits a force from a roof or wall to another
supporting structure.
This type of structure can be considered even if the foundation rocks
are little weaker.
68. A coffer dam during the
construction of locks at
the Mongomery Point
Lock and Dam.
Miscellaneous Types of Dam
Coffer Dam
69. Dam Failure
Tailing Dam at Aznalcollar Mine, Spain
April 25, 1998: the tailings dam at the Aznalcollar mine
near Sevilla, Spain failed. This has had BIG societal
implications -- the toxic waste has killed many fish
and birds and flooded thousands of hectacres of
farmland.
February 26, 1999 marks the 27th anniversary of the failure of another
tailings dam on Buffalo Creek, West Virginia. 125 peoople were killed and
4,000 were left without homes. The dam failure was compounded by the fact
that it was waste that was escaping; the waste caught fire and an explosion
eventually occured.
70. Types of Dam
Earthfill 58%
Timber Crib 2%
Other 16%
Rockfill 3%
Concrete 11%
Stone Masonry 10%
71. Dam Failure
June 5, 1976: the failure in the Teton Dam led to flooding in the cities of
Sugar City and Reburg in Idaho. The dam failure killed 14 people and
caused over $1 billion in property damages.
The dam failed because the bedrock was not strong enough to
support the structure. Currently the dam is once again used for
hydroelectric power.
Teton Dam, Idaho
72. Dam Failure
July 17, 1995 : a spillway gate of Folsom Dam failed, increasing
flows into the American River significantly. The spillway was repaired
and the USBR carried out an investigation of the water flow patterns
around the spillway using numerical modelling.
No flooding occured as a result of the partial failure, but flooding is still
a major concern for this area. It seems that the Folsom Dam may be
due for a height increase as an answer to this concern
Folsom Dam, USA
73. Chapter 7. Dams
• Dam Basics
– Purposes of Dams
– Components of Dams
– Types of Dams
– Dam Operations
• Benefit-Cost Analysis
• Impact of Dams
• Dams and Locks for Navigation
74.
75. Purposes of Dams
A management tool used to control, regulate, and
deliver water for a variety of purposes:
Store water for dry periods
Prevent flooding
Increase river depth to aid navigation
Stock watering and irrigation
Fish farming
79. Important Terms and Concepts
Types:
Gravity Concrete Dam
Buttresses
Concrete Arch Dam
Earthfill Dam
Core of large rocks
Clay cutoff walls
Stone surface (rip rap)
Storage (pools):
Dead Pool (not PC...)
Inactive Pool
Conservation Pool
active or joint-use
Flood Pool
Surcharge Pool
Freeboard
Other Terms:
Face: Exposed surface of dam
Abutments: sides of dam
Appurtenances: pipes, gates, etc.
Dam Crest: Top of dam
Toe: base of dam
Parapet wall: along top
Spillway: for emergency releases
Outlet Gate: Adjustable spillway
Firm Yield: dependable capacity
Powerhouse: location of
generators
Headrace: Canal leading up to
powerhouse
Tailrace: Canal leading away from
powerhouse
80. Figure 7.4 Basic dam designs. Note the rip-rap placed on the upstream face
of the earthen embankment dam to prevent erosion from waves.
81. Figure 7.5 Classification of principle storage zones in a cross section of a
multipurpose reservoir.
82.
83. Figure 7.6 Notice the cement blocks that are being poured during
construction of Hoover Dam and the tremendous width of the structure at its
base.
84. Figure 7.7 The dramatic concrete arch design of Hoover Dam securely
holds the impounded waters of Lake Mead.
87. Workers inspect a hydroelectric turbine runner blade at Fort Loudoun Dam,
near Lenoir City, Tennessee.
88. Benefit - Cost Study
Costs
Land Purchase
Dam Construction
Dam Operation
Power lines
Irrigation systems
Navigation aids
Environmental impacts
Benefits
Cheaper electricity
Fewer floods
More irrigation water
More recreation
Easier navigation
Increased property
values
89. Benefit - Cost Analysis
Benefit - Cost Ratio:
Ratio of Benefits to Costs: r = B / C
r > 1 means more benefits than costs
Net Value:
Benefits minus costs: NV = B - C
NV > 0 means more benefits than costs
Rate of Return:
Discount rate that makes B(rr) = C
rr > market rate is a good investment
90. Issues:
Time-Value of Money
Today’s Costs vs. Tomorrow’s Benefits
Must Discount the value of future benefits
The Discount rate is like the interest rate
Incorporates the risk of the project, and the alternative
uses of the money, such as investing the money
somewhere else.
91. Impacts of Dams
Barriers to fish and boat movement
Salmon in the west, Shad in the east
Must build locks to move boats around dams
Sediments build up in reservoir
Farmland along the Nile and Mississippi Rivers
depended on these for soil improvement, and the
Delta needs these to keep the ocean out
Many cities, farms, and people must be relocated
92. FERC Relicensing
The Federal Energy Regulatory Commission (FERC)
regulates private dams (such as Georgia Power
dams).
In order to get or renew a permit, the operator has
to explain how the dam benefits the public.
FERC can give the original permit to anyone.
When renewing a permit, FERC can give it to the
builder, or to anyone else they choose.
Many Georgia Power dams must have their permits
renewed, and are finding ways to improve their
performance so they can get their permit renewed.
93. Figure 7.12 This scene in Wanxian, the largest of the relocation cities
affected by Three Gorges Dam, called Sanxia Ba in China (San meaning
“three,” Xia meaning “Gorge,” and Ba meaning “Dam”).
94. Figure 7.13 This tributary of the Yangtze River flows through the narrow
canyon called Xiao Sanxia (Lesser Three Gorges) and will be flooded after
completion of the Three Gorges Dam.
95. Dams and Locks for Navigation
Problem with dams blocking rivers
Historical use of rivers by boats to transport goods.
With a new dam in the way, the barge operators are put
out of business.
Protests build for providing a way around the
obstruction.
96. Figure 7.14 Main-river dams form a staircase of reservoirs that stretch the
entire length of the Tennessee River.
97.
98.
99.
100. Figure 7.15 Chickamauga Lock and Dam, located on the Tennessee River
near Chattanooga, Tennessee, is a major lock in the TVA navigation system.
107. Athens Poultry Industry
Employs
150 workers per shift (three shifts) at about $10/hr
Several dozen supervisors at about $20/hr
This is a payroll of over $15,000,000 per year
Water Use
They process about 200,000 birds per day
This requires about 7 gallons per bird
Which is 500 million gallons per year
Water value
is 3 cents per gallon
not counting taxes and other community benefits.
111. Lake Allatoona Northwest Atlanta, Bartow and Cherokee Counties
Created by U.S. Army Corps of Engineers
Filled in December 1950
Watershed area is 1,110 mi2
Lake volume is 367,500 acre-feet
Lake area is 12,010 acres
Maximum depth is 145 ft
112. Lake Purposes
1. Flood control
2. Navigation
3. Hydroelectric power generation
4. Water supply
5. Water quality
6. Recreation
7. Fish and wildlife management
113.
114.
115.
116.
117. Lake Water Quality Issues
• Lake Sedimentation
– Reduction in storage capacity
– Impairment of
• navigation
• recreation
• aquatic habitats
• Regulatory Controls
– Stormwater regulations
– Erosion and sediment laws
118. 1
10
100
1,000
10,000
0.1 1 10 100
Normalized Discharge, Q / Qo
SuspendedSolidsConcentration,mg/L
West Fork Little River near Clermont
Chestatee River near Dahlonega
Chattahoochee River at Cornelia
Chattahoochee River at Norcross
Sediment Rating Curve
Lake Lanier
123. Sediment Budget Annual sediment loads, w/o bedload
Etowah River: 25,300 tons
Little River: 10,000 tons
Noonday Creek: 1,100 tons
Blankenship Sand
Operates on the Etowah and Little Rivers
Removes over 120,000 tons of sand and silt
85% are sand product
15% are silt materials
124.
125.
126. Sand Removal
Each semi load contains:
23 tons of sediment
98% sand
2% clays
253 pounds of organic matter
10 pounds of nitrogen
5 pounds of phosphorus
2 pounds of regulated metals (mostly Ba, Cr)
This frees up almost 4000 gallons of storage
127.
128. Silt Removal
Each semi load contains:
23 tons of sediment
35% sand
55% silt
10% clays
2600 pounds of organic matter (10x sands)
50 pounds of nitrogen (5x sands)
12 pounds of phosphorus (2.5x sands)
12 pounds of regulated metals (5x sands)
129. Reservoirs
A reservoir is an artificial lake called man-made reservoir. It can be
formed by building a dam across a valley, by excavating the land or
by surrounding a piece of land with dykesand diverting a part of the
river flow into the reservoir. The water is stored in the reservoir
and can be used for irrigation, hydro-power or as a water source for
domesticor industry use. Man-made reservoirs are also very
effective constructions to control unexpected floods (see also
stormwater management).
A reservoir is fed by precipitation, rainwater runoff or from a
constant flow of a river. Water loss can occur due to evaporation
(especially in arid regions) and depending on the reservoir bottom
due to percolation (small reservoirs are often lined). Sediments
from rivers or surface runoff can reduce the storage volume of a
man-made reservoir significantly (FAO 1992).
131. Reservoirs
Water stored in a valley usually has a higher level than the valley
bottom downstream of the dam. Because of this difference in level,
the valley can be irrigated by a gravity system or other distribution
systems. Water can be taken from the reservoir via a concrete or
steel pipe.
This pipe connects the reservoir to an irrigation canal downstream.
A valve is usually located on the upstream end of the pipe to
control the discharge of water into the canal (FAO 1992). The
kinetic energy of reservoirs is often used to produce electricity (see
also hydropower small-scale and hydropower large-scale).
132. Comparison of the riverbed landscape between upstream and
downstream reaches of the Yasugawa Dam in the Yasu River in central
Japan. The dam is as old as 53 years and the distinctive riverbed
armouring can be observed. White part of rocks indicates thick
accumulation of organic matter originated from the reservoir. Source:
TAKEMON (2006)
133. Reservoirs
Where no such water-body previously existed the presence of a
reservoir in a drainage basin and the abstraction of significant water
amounts for storage upstream significantly impacts the watercourse,
the flora and fauna, and the human inhabitants in the drainage basin.
These potential impacts should be identified and thoroughly examined
prior to reservoir construction, in order to comprehensively assess the
total value of the reservoir project.
Procedures to identify and properly evaluate potential environmental,
social and economic consequences of reservoir construction involve so-
called ‘Environmental Impact Assessment’ (EIA). Such an assessment is
now obligatory by law in many countries for all new dam constructions
(UNEP 2000).
134. Reservoirs
Ecological impacts of reservoir dams have been reported from
various aspects such as barrier for migratory animals like
anadromous fish, eutrophication of reservoirs by plankton
blooming, decreasing flow volumes in tail waters, stabilisation of
flow regimes by flood peak cut, changes in thermal regimes of river
water, river bed degradation and increase in substrate grain size by
sediment trapping, etc. (TAKEMON 2006).
Furthermore big dams and extraction of water (e.g. for spate
irrigation) can create riparian conflicts (see water conflicts). Also
read the paragraph “Impact on Environment” in the rivers
factsheet.
135. Basic Design Principles
Adapted from UNEP (2000)
Like lakes, reservoirs range in size from pond-like to very large
water-bodies (e.g. Lake Powell, U.S.A.). The variations in type and
shape, however, are much greater than for lakes. The term
‘reservoir’ includes several types of constructed water-bodies
and/or water storage facilities:
1. Valley reservoirs – created by constructing a barrier (dam)
perpendicular to a flowing river.
2. Off-river storage reservoirs – created by constructing an
enclosure parallel to a river, and subsequently supplying it with
water either by gravity or by pumping from the river.
137. Basic Design Principles
Adapted from UNEP (2000)
The latter reservoirs are sometimes called embankment or bounded
reservoirs, and have controlled inflows and outflows to and from
one or more rivers.
In addition to single reservoirs, reservoir systems also exist, and
include cascade reservoirs - consisting of a series of reservoirs
constructed along a single river, and inter-basin transfer schemes –
designed to move water through a series of reservoirs, tunnels
and/or canals from one drainage basin to another.
138. Pumping from a Reservoir for
Irrigation
The fields located around the reservoir upstream of a dam or surrounding a
natural lake are higher than the reservoir or lake's water table. Here
irrigation is only possible with the help of pumping stations, manual or
motorised pumping.
The water level in the reservoir is usually highest at the end of the rainy
season, and lowest at the end of the dry season or the irrigation season.
Pumps installed at reservoirs and lakes must be able to handle these
fluctuations, which are not only vertical, but even more pronounced
horizontally, because the water recedes back to the lowest parts of the
reservoir.
A dead branch of a river can also be made to function as a reservoir. The
branch is filled with water during the wet season and closed off during the
dry season so that the stored water may be used. Due to the low water
level, pumps are normally needed to irrigate fields from such a reservoir.
139. Pumping from a Reservoir for Irrigation
A small reservoir in the hills of Tepoztlán (Morelos, Mexico), which is mainly filled
by precipitation catchment. The water is extracted by gravity and is protected by a
fence to avoid contamination from animals or unauthorised use. The reservoir is
sealed with an impermeable liner. Source: B. STAUFFER (2009)
140. Operation and Maintenance
Because reservoirs are man-made water-bodies, they are more amenable to
artificial operation and regulation than lakes. As previously noted, operational
possibilities unique to reservoirs include the ability to discharge known
volumes of water at predetermined times, and selective discharge of water from
different water layers within the reservoir. This must be planned carefully as it
directly impacts the environment as described above. Also read the document
“Reservoir Operations and Managed Flows” (WMO and GWP 2008).
Dams, especially the very large ones, must be checked regularly to ensure their
stability and security. Furthermore, many man-made water reservoirs are
affected by high sedimentation rates.
The accumulation of sediments in the reservoir reduces the main reservoir
asset i.e. its volume capacity. Moreover sediments can negatively affect
pumping and hydropower equipment. Therefore the designers should
consider the soil erosion and sediment transport (CHANSON and JAMES
1998). There are several approaches to minimize or deal with sedimentation.
141. Operation and Maintenance
When a reservoir serves different functions it is nearly impossible to operate
each function at its maximum level. For example, a reservoir that provides
irrigation, power generation (see small scale and large scale hydropower), flood
control, and recreational use may cause conflicting demands by its users
(WATERENCYCLOPEDIA 2011).
Health Aspects
Faecal pollution and other contamination of reservoirs has to be prevented by
wastewater treatment and buffer zones in case of non-point sources of
pollution (see also the factsheets on lakes or invalid link). If the reservoir is also
used as a source of drinking water, please also check water purification as a
measure to protect human health.
It should also be considered, that surface water sources can lead to mosquito
breeding..