a presentation about earth dams with a case study.
detailed presentation with everything related to earth dams
(introduction,advantages,disadvantages and alot more)
This document discusses different types of earth and rockfill dams. It describes rolled fill dams which are constructed by compacting soil in thin layers. Homogeneous dams consist of a single material throughout while zoned dams have distinct core, shell, and filter zones. Diaphragm dams contain an impervious core like a thin wall. Key elements of earth dam design include the top width, freeboard, slopes, central core, and downstream drainage system.
This document provides information on pile foundations, including when they are used, their functions, types, and construction methods. Pile foundations are used when the soil at shallow depths does not have adequate bearing capacity. The key points are:
- Pile foundations transmit loads from structures to deeper, stronger soil layers through end bearing, friction, or both.
- They are used when shallow soils cannot support heavy loads, have low bearing capacity, or experience issues like high water levels.
- Piles can be made of concrete, timber, steel, or composites, and are either pre-cast or poured in place. Common types include end bearing, friction, compaction, and anchor piles.
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.
Cross drainage works (CDWs) are structures constructed where canals intersect natural drainages like rivers or streams. There are three main types of CDWs depending on the relative bed levels: 1) aqueducts or siphon aqueducts where the canal passes over the drainage, 2) super passages or siphon super passages where the drainage passes over the canal, and 3) level crossings where the canal and drainage intersect at the same level. The appropriate type of CDW is selected based on factors like relative bed levels, availability of suitable foundation, economic considerations, and discharge of the drainage. Key steps in planning CDWs include selecting a suitable site where the drainage crosses the canal alignment at a right angle and on
This document provides an overview of hydraulic structures and classifications of dams. It discusses:
1) Different types of dams classified by function (storage, detention, diversion), design (overflow, non-overflow), structure (gravity, arch, buttress, embankment), and materials (rigid, non-rigid).
2) Characteristics and components of earth dams including homogeneous, zoned, and diaphragm types.
3) Characteristics of rock fill dams and combined earth and rock fill dams.
4) Advantages and disadvantages of gravity dams, arch dams, and buttress dams constructed of concrete.
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
This document discusses different types of earth and rockfill dams. It describes rolled fill dams which are constructed by compacting soil in thin layers. Homogeneous dams consist of a single material throughout while zoned dams have distinct core, shell, and filter zones. Diaphragm dams contain an impervious core like a thin wall. Key elements of earth dam design include the top width, freeboard, slopes, central core, and downstream drainage system.
This document provides information on pile foundations, including when they are used, their functions, types, and construction methods. Pile foundations are used when the soil at shallow depths does not have adequate bearing capacity. The key points are:
- Pile foundations transmit loads from structures to deeper, stronger soil layers through end bearing, friction, or both.
- They are used when shallow soils cannot support heavy loads, have low bearing capacity, or experience issues like high water levels.
- Piles can be made of concrete, timber, steel, or composites, and are either pre-cast or poured in place. Common types include end bearing, friction, compaction, and anchor piles.
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.
Cross drainage works (CDWs) are structures constructed where canals intersect natural drainages like rivers or streams. There are three main types of CDWs depending on the relative bed levels: 1) aqueducts or siphon aqueducts where the canal passes over the drainage, 2) super passages or siphon super passages where the drainage passes over the canal, and 3) level crossings where the canal and drainage intersect at the same level. The appropriate type of CDW is selected based on factors like relative bed levels, availability of suitable foundation, economic considerations, and discharge of the drainage. Key steps in planning CDWs include selecting a suitable site where the drainage crosses the canal alignment at a right angle and on
This document provides an overview of hydraulic structures and classifications of dams. It discusses:
1) Different types of dams classified by function (storage, detention, diversion), design (overflow, non-overflow), structure (gravity, arch, buttress, embankment), and materials (rigid, non-rigid).
2) Characteristics and components of earth dams including homogeneous, zoned, and diaphragm types.
3) Characteristics of rock fill dams and combined earth and rock fill dams.
4) Advantages and disadvantages of gravity dams, arch dams, and buttress dams constructed of concrete.
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
Pumping stations are necessary to lift wastewater in certain situations, such as when sewage needs to be pumped over ridges or into treatment plants at higher elevations. A pumping station contains elements like grit channels, screens, a wet well, dry well housing pumps, and rising mains to transport sewage to higher gravity sewers. Proper design considers flow rates, sediment removal, pump access and reliability, and connections to discharge sewage safely.
This document provides a list of terms related to well construction and maintenance. It includes components such as a well cap, steining, curb, and cutting edge that make up the well structure above ground. It also lists bottom plug and top plug which seal the well internally, as well as dredge hole which is likely referring to maintenance of the well interior.
1. The document discusses the design of an Intze water storage tank for GRIET campus using manual calculations and STAAD Pro software.
2. It provides background on Intze tanks and their advantages over normal tanks. Design considerations like forces, materials and stresses are covered.
3. The existing water supply situation and need for a new tank in the campus is studied. Dimensions and reinforcement details of the designed tank are presented.
4. Both manual and STAAD analysis show the design is stable with no member failures. The manual design is adopted for construction.
This document discusses balancing depth in canal design, canal lining, and design principles for lined canals. It defines balancing depth as the depth where the amount of cut material equals the amount of fill material. It lists advantages of canal lining such as reducing seepage losses and maintenance costs. Design principles for lined canals include selecting economical cross-sectional shapes based on discharge and using side slopes of 1:1 or 1.25:1 that are stable for the soil. Input data includes discharge, roughness, slopes, and maximum velocity, and output data includes breadth and depth calculated using Manning's equation.
Stone columns are a versatile ground improvement technique used since the 1950s. They involve compacting coarse aggregate in columns in the ground to reinforce, densify and drain weak soils. Stone columns can improve bearing capacity, stability, reduce settlements and mitigate liquefaction. They work by transferring loads around them to stiffer columns, accelerating consolidation. Installation methods include ramming and vibro-replacement. Case studies show stone column embankments experience less settlement than untreated ground. In summary, stone columns are an effective ground improvement technique to strengthen weak soils.
The document discusses retaining walls and includes:
- Definitions of retaining walls and their parts
- Common types of retaining walls including gravity, semi-gravity, cantilever, counterfort and bulkhead walls
- Earth pressures like active, passive and at rest pressures
- Design principles for stability against sliding, overturning and bearing capacity
- Drainage considerations for retaining walls
- Theories for analyzing earth pressures like Rankine and Coulomb's theories
- Sample design calculations and problems for checking stability of retaining walls
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.
The document provides information on shallow foundations, including definitions, design criteria, methods for determining bearing capacity, and modes of failure. It discusses Prandtl's analysis, Rankine's analysis, and Terzaghi's bearing capacity theory. Terzaghi's theory assumes a shallow strip footing fails along a composite shear surface through five zones: an elastic zone under the footing, two radial shear zones, and two linear shear zones forming a triangular shape. The theory is used to derive an expression for ultimate bearing capacity considering the soil's shear strength properties.
This document discusses the construction of flexible pavements. It begins by introducing the types and components of flexible and rigid pavements. The key components of flexible pavement include the subgrade, sub-base course, base course, binder course, and surface course. It then describes the construction process for each layer, including preparing and compacting the subgrade, placing and compacting the granular sub-base and base courses, applying prime coats and tack coats, and paving the asphalt binder and surface courses. In comparison, rigid pavements are constructed as a solid slab that distributes loads differently than the layered system of flexible pavements.
This document discusses different types of spillways used in dam engineering projects. It describes spillways as important structures that allow for the controlled or uncontrolled release of excess water to ensure dam safety. The key types of spillways mentioned include overflow, side channel, shaft, siphon, chute, and emergency spillways. For each type, the document provides details on how they function and the types of dams they are best suited for. Maintaining adequate spillway capacity and proper location are emphasized as critical factors for dam safety.
Earthen dams are constructed using natural materials like clay, sand, gravel and rock. They are designed based on principles of soil mechanics. There are two main types - homogeneous and zoned. Zoned dams have an impervious core and outer shells. Components include the core, shells, rock toe, pitching, berms and drains. Stability requires the seepage line be within the downstream slope with minimum 2m cover. Common causes of failure are hydraulic (overtopping, erosion), seepage (piping through core or foundations) and structural issues like cracking. Proper design and construction can prevent these failures.
The document discusses the proposed design of a cable suspension bridge connecting Haldia Dock Complex to Kalitala, West Bengal, India. The 3,310 meter long bridge would cross the busy Hooghly River. Key components of the bridge design include the deck, stiffening girder, pylons, suspension cables, and foundations. Loads such as dead load, live load, wind load, and seismic load will be considered in the structural analysis. The objectives are to design and analyze the bridge using STAAD Pro software and assess the environmental impact using Simapro.
1) Plastic analysis considers the ultimate load capacity of a structure based on the strength of steel in the plastic range, providing economy through smaller member sizes.
2) It assumes stress-strain curves are elastic-perfectly plastic and sections are classified as plastic. Under increasing load, sections yield and eventually reach their plastic moment capacity.
3) A mechanism forms when plastic hinges develop, satisfying equilibrium. The plastic load factor is the lowest multiple causing a mechanism to form.
This document provides information on various steps involved in sewer design and laying, including:
1) Detailed mapping and marking of the pipe line route, center line, and offset line is required before excavation.
2) Trenches are excavated according to the pipe diameter and depth, and timbering is used for trench stability when depths exceed 2m.
3) The trench bottom is shaped to the design invert level and dewatering is done if needed.
4) Pipes are laid from the lowest point with sockets upstream and joints are made with lead caulking or cement mortar. Testing ensures no leaks or obstructions, and backfilling is done in layers after completion.
The document lists 8 potential types of geotechnical failures: 1) foundation slide, 2) failure by spreading, 3) failure by earth quake, 4) slope protection failure, 5) damage due to soluble minerals.
This document discusses lateral earth pressures, including the calculation of at-rest (Ko), active (Ka), and passive (Kp) pressure coefficients. It provides equations to calculate these coefficients based on soil properties like internal friction angle (φ). Graphs show the stress distributions for different cases, such as with and without cohesion (c) and the influence of a water table. Practice problems are recommended from Chapter 12 involving calculating active and passive pressures using the provided equations.
The document discusses several design considerations for earth dams. It addresses factors that influence earth dam design such as site characteristics, available construction materials, foundation conditions, climate, and valley shape and size. It also describes different types of earth dam designs including homogeneous dams, thin core dams, vertical and sloping core dams, and dams with different sections. The key design steps are outlined as thorough exploration of the site, evaluation of materials, selection of trial designs, analysis of stability, and modifications to meet requirements.
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 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.
Pumping stations are necessary to lift wastewater in certain situations, such as when sewage needs to be pumped over ridges or into treatment plants at higher elevations. A pumping station contains elements like grit channels, screens, a wet well, dry well housing pumps, and rising mains to transport sewage to higher gravity sewers. Proper design considers flow rates, sediment removal, pump access and reliability, and connections to discharge sewage safely.
This document provides a list of terms related to well construction and maintenance. It includes components such as a well cap, steining, curb, and cutting edge that make up the well structure above ground. It also lists bottom plug and top plug which seal the well internally, as well as dredge hole which is likely referring to maintenance of the well interior.
1. The document discusses the design of an Intze water storage tank for GRIET campus using manual calculations and STAAD Pro software.
2. It provides background on Intze tanks and their advantages over normal tanks. Design considerations like forces, materials and stresses are covered.
3. The existing water supply situation and need for a new tank in the campus is studied. Dimensions and reinforcement details of the designed tank are presented.
4. Both manual and STAAD analysis show the design is stable with no member failures. The manual design is adopted for construction.
This document discusses balancing depth in canal design, canal lining, and design principles for lined canals. It defines balancing depth as the depth where the amount of cut material equals the amount of fill material. It lists advantages of canal lining such as reducing seepage losses and maintenance costs. Design principles for lined canals include selecting economical cross-sectional shapes based on discharge and using side slopes of 1:1 or 1.25:1 that are stable for the soil. Input data includes discharge, roughness, slopes, and maximum velocity, and output data includes breadth and depth calculated using Manning's equation.
Stone columns are a versatile ground improvement technique used since the 1950s. They involve compacting coarse aggregate in columns in the ground to reinforce, densify and drain weak soils. Stone columns can improve bearing capacity, stability, reduce settlements and mitigate liquefaction. They work by transferring loads around them to stiffer columns, accelerating consolidation. Installation methods include ramming and vibro-replacement. Case studies show stone column embankments experience less settlement than untreated ground. In summary, stone columns are an effective ground improvement technique to strengthen weak soils.
The document discusses retaining walls and includes:
- Definitions of retaining walls and their parts
- Common types of retaining walls including gravity, semi-gravity, cantilever, counterfort and bulkhead walls
- Earth pressures like active, passive and at rest pressures
- Design principles for stability against sliding, overturning and bearing capacity
- Drainage considerations for retaining walls
- Theories for analyzing earth pressures like Rankine and Coulomb's theories
- Sample design calculations and problems for checking stability of retaining walls
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.
The document provides information on shallow foundations, including definitions, design criteria, methods for determining bearing capacity, and modes of failure. It discusses Prandtl's analysis, Rankine's analysis, and Terzaghi's bearing capacity theory. Terzaghi's theory assumes a shallow strip footing fails along a composite shear surface through five zones: an elastic zone under the footing, two radial shear zones, and two linear shear zones forming a triangular shape. The theory is used to derive an expression for ultimate bearing capacity considering the soil's shear strength properties.
This document discusses the construction of flexible pavements. It begins by introducing the types and components of flexible and rigid pavements. The key components of flexible pavement include the subgrade, sub-base course, base course, binder course, and surface course. It then describes the construction process for each layer, including preparing and compacting the subgrade, placing and compacting the granular sub-base and base courses, applying prime coats and tack coats, and paving the asphalt binder and surface courses. In comparison, rigid pavements are constructed as a solid slab that distributes loads differently than the layered system of flexible pavements.
This document discusses different types of spillways used in dam engineering projects. It describes spillways as important structures that allow for the controlled or uncontrolled release of excess water to ensure dam safety. The key types of spillways mentioned include overflow, side channel, shaft, siphon, chute, and emergency spillways. For each type, the document provides details on how they function and the types of dams they are best suited for. Maintaining adequate spillway capacity and proper location are emphasized as critical factors for dam safety.
Earthen dams are constructed using natural materials like clay, sand, gravel and rock. They are designed based on principles of soil mechanics. There are two main types - homogeneous and zoned. Zoned dams have an impervious core and outer shells. Components include the core, shells, rock toe, pitching, berms and drains. Stability requires the seepage line be within the downstream slope with minimum 2m cover. Common causes of failure are hydraulic (overtopping, erosion), seepage (piping through core or foundations) and structural issues like cracking. Proper design and construction can prevent these failures.
The document discusses the proposed design of a cable suspension bridge connecting Haldia Dock Complex to Kalitala, West Bengal, India. The 3,310 meter long bridge would cross the busy Hooghly River. Key components of the bridge design include the deck, stiffening girder, pylons, suspension cables, and foundations. Loads such as dead load, live load, wind load, and seismic load will be considered in the structural analysis. The objectives are to design and analyze the bridge using STAAD Pro software and assess the environmental impact using Simapro.
1) Plastic analysis considers the ultimate load capacity of a structure based on the strength of steel in the plastic range, providing economy through smaller member sizes.
2) It assumes stress-strain curves are elastic-perfectly plastic and sections are classified as plastic. Under increasing load, sections yield and eventually reach their plastic moment capacity.
3) A mechanism forms when plastic hinges develop, satisfying equilibrium. The plastic load factor is the lowest multiple causing a mechanism to form.
This document provides information on various steps involved in sewer design and laying, including:
1) Detailed mapping and marking of the pipe line route, center line, and offset line is required before excavation.
2) Trenches are excavated according to the pipe diameter and depth, and timbering is used for trench stability when depths exceed 2m.
3) The trench bottom is shaped to the design invert level and dewatering is done if needed.
4) Pipes are laid from the lowest point with sockets upstream and joints are made with lead caulking or cement mortar. Testing ensures no leaks or obstructions, and backfilling is done in layers after completion.
The document lists 8 potential types of geotechnical failures: 1) foundation slide, 2) failure by spreading, 3) failure by earth quake, 4) slope protection failure, 5) damage due to soluble minerals.
This document discusses lateral earth pressures, including the calculation of at-rest (Ko), active (Ka), and passive (Kp) pressure coefficients. It provides equations to calculate these coefficients based on soil properties like internal friction angle (φ). Graphs show the stress distributions for different cases, such as with and without cohesion (c) and the influence of a water table. Practice problems are recommended from Chapter 12 involving calculating active and passive pressures using the provided equations.
The document discusses several design considerations for earth dams. It addresses factors that influence earth dam design such as site characteristics, available construction materials, foundation conditions, climate, and valley shape and size. It also describes different types of earth dam designs including homogeneous dams, thin core dams, vertical and sloping core dams, and dams with different sections. The key design steps are outlined as thorough exploration of the site, evaluation of materials, selection of trial designs, analysis of stability, and modifications to meet requirements.
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 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.
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 embankment dams. It defines embankment dams as dams constructed of natural materials like earth or rockfill. It describes the different types of embankment dams including homogeneous dams, zoned dams, and diaphragm dams. It also discusses important design considerations for embankment dams like controlling seepage, providing internal drainage, and ensuring the shear strength of the soil is sufficient to resist failure. Pore water pressure in saturated soils is identified as an important factor that reduces the effective stress and shear strength of soils in embankment dams.
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 discusses cofferdams, which are temporary structures built to remove water from an area and allow construction work under dry conditions. It outlines the requirements, necessity, uses, factors affecting selection, and common types of cofferdams. The types discussed include earthen, rock-filled, sand bag, single wall, double wall, cellular, crib, concrete, and suspended cofferdams. Forces acting on cofferdams and the economical height are also summarized.
The document discusses considerations for selecting dam and reservoir sites from a geological perspective. It defines different dam types including gravity, buttress, arch, and earth dams. Key factors for dam site selection include the underlying rock and soil composition and structure, with impermeable and stable foundations being important. Dams should avoid faults, fractures, and areas prone to erosion or earthquakes. The reservoir site selection process also aims to minimize land usage and sediment intake while ensuring adequate storage capacity.
This document provides information on different types of rivers and dams. It discusses perennial rivers that flow year-round, with examples like the Indus River. It also describes non-perennial rivers that flow seasonally, such as periodic and episodic rivers. Regarding dams, it outlines various classifications including materials (e.g. concrete, earthfill), functions (e.g. storage, diversion), and components (e.g. spillways, galleries). Specific dams are highlighted like Tarbela Dam, the largest earthfill dam, and Mangla Dam on the Jhelum River in Pakistan. Site selection factors for dams include topography and foundation geology.
EARTHEN DAM
-PURPOSES OF DAM
-MATERIAL USED FOR EARTHEN DAM
-TYPES OF EARTHEN DAMS
-TYPICAL SECTION OF EARTHEN DAM
-SEEPAGE IN EARTHEN DAMS
-TYPES OF FAILURE IN EARTHEN DAMS
Dams are barriers that hold back flowing water and create reservoirs. They serve purposes like flood control, water storage for activities like irrigation and drinking water, and hydroelectric power generation. There are several types of dams including gravity dams, arch dams, embankment dams, and barrage dams. Dams can also be classified by their material, size, or purpose. Common dam structures are weirs, saddle dams, and dry dams. Embankment dams use earthen materials and come in rock-fill or earth-fill varieties. Dams are essential modern water infrastructure but must be carefully engineered and maintained.
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.
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
This document discusses water resources engineering and earthen dams. It defines an earthen dam as a dam built with highly compacted earth. It describes the typical structure of a dam including the crest, spillway, abutments, and gallery. It discusses different types of earthen dams including rolled fill dams, hydraulic fill dams, homogeneous dams, zoned dams, and diaphragm dams. It also covers design considerations like slopes, core, and drainage systems. Potential failure modes like hydraulic, seepage, structural, and earthquake failures are summarized. Finally, it discusses seepage control measures through drains, filters and cutoffs.
A dam is a man-made barrier built across a river to hold back water for storage or control of water flow. Dams create reservoirs that store water. Reservoirs are man-made lakes created by dams. Dams have many purposes including irrigation, hydropower, water supply, flood control, and recreation. When selecting a dam site, factors such as geology, access, and impacts on the environment and population are considered to identify locations that allow for effective dams with lower construction costs.
Techniques of rain water harvesting in urban and rural areasIEI GSC
Rainwater harvesting (RWH)is the process of arresting and storing rain water for efficient application and conservation. This is an effective way of utilising large quantum of water which otherwise goes as surface runoff. RWH has 2 components: 1)Rain water collection for storage
2)Recharging groundwater The talk cum presentation shall demonstrate several ways & methods to harvest rainwater in urban as well as rural areas
ground water hydrology of Ethiopia.
Hydrology means the science of water. The science deals with occurrence, circulation, and distribution of water of the earth and earth’s atmosphere. Practical applications of hydrology are found in such tasks as the design and operation of hydraulic structures, water supply, wastewater treatment and disposal, irrigation, drainage, hydropower generation, flood control, navigation, erosion and sediment control, salinity control, pollution abatement, recreational use of water, and fish and wildlife protection. Hydrology may be considered to encompass all the hydro-sciences, or defined more strictly as the study of the hydrologic cycle, that is, the endless circulation of water between the earth and its atmosphere. Hydrologic knowledge is applied to the use and control of water resources on the land areas of the earth.
As the branch of science, hydrology is concerned with the water in streams and lakes, rainfall and snowfall, snow and ice on the land and water accruing below the earth’s surface in the pores of the soil & rocks. In general sense, hydrology is very broad subject of on inter-disciplinary nature drawing support from allied sciences, such as meteorology, geology, statistics, chemistry, physics and fluid mechanics hydrology is basically an applied science. It can be used in irrigation, drainage, flood control, water supply, etc. To further emphasize the degree (extent) of applicability, this subject is sometimes classified as: The three important phases of the hydrologic cycle are:
Evaporation and evapotranspiration
Precipitation and
Runoff and
The globe has one-third land and two-thirds Ocean. Evaporation from the surfaces of ponds, lakes, reservoirs, Ocean surfaces, etc. and transpiration from surface vegetation i.e., from plant leaves of cropped land and forests, etc. take place. These vapors rise to the sky, are condensed at higher altitudes by condensation nuclei, and form clouds, resulting in droplet growth. The clouds melt and sometimes burst to result in precipitation of different forms like rain, snow, hail, sleet, mist, dew, and frost. A part of this precipitation flows over the land called runoff and part infilters into the soil, which builds up the groundwater table. The surface runoff joins the streams and the water is stored in reservoirs. A portion of surface runoff and groundwater flow back to the ocean. Again, evaporation starts from the surfaces of lakes, reservoirs, and ocean, and the cycle repeats.
• Of these three phases of the hydrologic cycle, namely, evaporation, precipitation, and runoff, it is the ‘runoff phase’, which is important to a civil engineer since he is concerned with the storage of surface runoff in tanks and reservoirs for the purposes of irrigation, municipal water supply hydroelectric power, etc.
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
This document discusses various techniques for water harvesting including runoff harvesting, flood water harvesting, and groundwater harvesting. It describes short term runoff harvesting techniques like contour bunds, semicircular hoops, and trapezoidal bunds. Long term techniques include dugout ponds and embankment reservoirs. Flood water harvesting involves spreading water on terraced valleys. Groundwater techniques are qanat systems and subsurface dams. The document provides details on implementing different water harvesting methods.
Excavation and Ground water control1.pptxssusercbae26
This document summarizes different types of excavation including topsoil excavation, rock excavation, muck excavation, and earth excavation. It then discusses various purposes of excavation such as cut and fill excavation, trench excavation, basement excavation, and dredging excavation. Finally, it covers topics related to controlling groundwater and surface water during excavation projects through methods like pumping, cutoff walls, and special techniques.
caissons and cofferdam in substructure constructionChinnuNinan
1. Caissons are hollow structures that are installed in place and then filled with concrete or other material. They are used as foundations under water.
2. There are three main types of caissons - open caissons which are open at the top and bottom, box caissons which are closed at the bottom, and pneumatic caissons which are closed at the top and use compressed air.
3. Cofferdams are temporary structures built around construction sites under water. They exclude surface and ground water to provide a dry work area. Common types include braced, earth-fill, timber crib, and double-walled sheet pile cofferdams.
Accident detection system project report.pdfKamal Acharya
The Rapid growth of technology and infrastructure has made our lives easier. The
advent of technology has also increased the traffic hazards and the road accidents take place
frequently which causes huge loss of life and property because of the poor emergency facilities.
Many lives could have been saved if emergency service could get accident information and
reach in time. Our project will provide an optimum solution to this draw back. A piezo electric
sensor can be used as a crash or rollover detector of the vehicle during and after a crash. With
signals from a piezo electric sensor, a severe accident can be recognized. According to this
project when a vehicle meets with an accident immediately piezo electric sensor will detect the
signal or if a car rolls over. Then with the help of GSM module and GPS module, the location
will be sent to the emergency contact. Then after conforming the location necessary action will
be taken. If the person meets with a small accident or if there is no serious threat to anyone’s
life, then the alert message can be terminated by the driver by a switch provided in order to
avoid wasting the valuable time of the medical rescue team.
Height and depth gauge linear metrology.pdfq30122000
Height gauges may also be used to measure the height of an object by using the underside of the scriber as the datum. The datum may be permanently fixed or the height gauge may have provision to adjust the scale, this is done by sliding the scale vertically along the body of the height gauge by turning a fine feed screw at the top of the gauge; then with the scriber set to the same level as the base, the scale can be matched to it. This adjustment allows different scribers or probes to be used, as well as adjusting for any errors in a damaged or resharpened probe.
Tools & Techniques for Commissioning and Maintaining PV Systems W-Animations ...Transcat
Join us for this solutions-based webinar on the tools and techniques for commissioning and maintaining PV Systems. In this session, we'll review the process of building and maintaining a solar array, starting with installation and commissioning, then reviewing operations and maintenance of the system. This course will review insulation resistance testing, I-V curve testing, earth-bond continuity, ground resistance testing, performance tests, visual inspections, ground and arc fault testing procedures, and power quality analysis.
Fluke Solar Application Specialist Will White is presenting on this engaging topic:
Will has worked in the renewable energy industry since 2005, first as an installer for a small east coast solar integrator before adding sales, design, and project management to his skillset. In 2022, Will joined Fluke as a solar application specialist, where he supports their renewable energy testing equipment like IV-curve tracers, electrical meters, and thermal imaging cameras. Experienced in wind power, solar thermal, energy storage, and all scales of PV, Will has primarily focused on residential and small commercial systems. He is passionate about implementing high-quality, code-compliant installation techniques.
Mechatronics is a multidisciplinary field that refers to the skill sets needed in the contemporary, advanced automated manufacturing industry. At the intersection of mechanics, electronics, and computing, mechatronics specialists create simpler, smarter systems. Mechatronics is an essential foundation for the expected growth in automation and manufacturing.
Mechatronics deals with robotics, control systems, and electro-mechanical systems.
Home security is of paramount importance in today's world, where we rely more on technology, home
security is crucial. Using technology to make homes safer and easier to control from anywhere is
important. Home security is important for the occupant’s safety. In this paper, we came up with a low cost,
AI based model home security system. The system has a user-friendly interface, allowing users to start
model training and face detection with simple keyboard commands. Our goal is to introduce an innovative
home security system using facial recognition technology. Unlike traditional systems, this system trains
and saves images of friends and family members. The system scans this folder to recognize familiar faces
and provides real-time monitoring. If an unfamiliar face is detected, it promptly sends an email alert,
ensuring a proactive response to potential security threats.
Supermarket Management System Project Report.pdfKamal Acharya
Supermarket management is a stand-alone J2EE using Eclipse Juno program.
This project contains all the necessary required information about maintaining
the supermarket billing system.
The core idea of this project to minimize the paper work and centralize the
data. Here all the communication is taken in secure manner. That is, in this
application the information will be stored in client itself. For further security the
data base is stored in the back-end oracle and so no intruders can access it.
Build the Next Generation of Apps with the Einstein 1 Platform.
Rejoignez Philippe Ozil pour une session de workshops qui vous guidera à travers les détails de la plateforme Einstein 1, l'importance des données pour la création d'applications d'intelligence artificielle et les différents outils et technologies que Salesforce propose pour vous apporter tous les bénéfices de l'IA.
Digital Twins Computer Networking Paper Presentation.pptxaryanpankaj78
A Digital Twin in computer networking is a virtual representation of a physical network, used to simulate, analyze, and optimize network performance and reliability. It leverages real-time data to enhance network management, predict issues, and improve decision-making processes.
Prediction of Electrical Energy Efficiency Using Information on Consumer's Ac...PriyankaKilaniya
Energy efficiency has been important since the latter part of the last century. The main object of this survey is to determine the energy efficiency knowledge among consumers. Two separate districts in Bangladesh are selected to conduct the survey on households and showrooms about the energy and seller also. The survey uses the data to find some regression equations from which it is easy to predict energy efficiency knowledge. The data is analyzed and calculated based on five important criteria. The initial target was to find some factors that help predict a person's energy efficiency knowledge. From the survey, it is found that the energy efficiency awareness among the people of our country is very low. Relationships between household energy use behaviors are estimated using a unique dataset of about 40 households and 20 showrooms in Bangladesh's Chapainawabganj and Bagerhat districts. Knowledge of energy consumption and energy efficiency technology options is found to be associated with household use of energy conservation practices. Household characteristics also influence household energy use behavior. Younger household cohorts are more likely to adopt energy-efficient technologies and energy conservation practices and place primary importance on energy saving for environmental reasons. Education also influences attitudes toward energy conservation in Bangladesh. Low-education households indicate they primarily save electricity for the environment while high-education households indicate they are motivated by environmental concerns.
3. • Definition Of Earth Dams:
- Earth-fill dams, also called
earthen dams, rolled-earth dams
or earth dams, are constructed as
a simple embankment of well-
compacted earth.
- A homogeneous rolled-earth
dam is entirely constructed of
one type of material but may
contain a drain layer to collect
seep water.
4. Homogeneous
Earthen dam
This is type of
earthen dams with
simple earthen
embankments, built
in a single material
so it is homogenous.
Diaphragm
Earthen dam
This type of
embankment dam
has an impermeable
core called
diaphragm which is
surrounded by earth
or rock
Zoned Earthen
dam
This type of
embankment have a
central impermeable
core covered by a
transition zone that
surrounds the
previous outer zone,
central core is useful
to check seepage.
5. Such a
homogeneous
section is used for
low to medium high
dams and also for
levees
Homogeneous
Earthen dam
The diaphragm acts as
a water barrier to
avoid seepage
through the dam, it is
located in the center
of the dam section,
upside down, or
located like a blanket
Diaphragm
Earthen dam
The transition zone is
useful to prevent
piping through cracks
that may be likely to be
installed in the central
core.
Zoned Earthen
dam
6. 1. It can be constructed on any types of
foundation strut which includes soil, gravel,
earth moorum, rock, etc.
2.This type of dam is suitable for places
where there are very wide valleys.
3.Earth dam can be constructed with the use
of locally available natural materials, hence
reduces the cost of transportation.
4.The design of such a dam is flexible so that
a wide variety of materials can be used for
the construction.
5. There is a continuous process of
manufacturing with a highly mechanized
system.
1. An earth dam requires a complementary
structure to a spillway.
2.Excessive leakage and foundation erosion
is more likely.
3.Inadequate capacity of the spillway causes
dam structure failure as there is potential
for over-exploitation of the dam.
4.Burrowing animals can damage the dam’s
structure.
7. Hearting(core): It is
the central part of the
dam constructed by the
clayey soil.
Casing: The core is
surrounded by a layer
and this layer is known
as casing, constructed
by soft rock or sand
and gravel.
Rock toe: Rock toe is
constructed of small
stone or rock pieces
whose size is larger
than 20cm. Rock toe
provides stability to the
dam and prevents it
from seepage.
Pitching: Stone of size
30cm can be used for
layering (thickness
30cm -45cm). This
layer is known as
pitching in dams and it
prevents sudden
drawdown and provides
stability.
Turfing: Turfing is a
process of planting a
special type of grass
called doob or turfing
grass on the downstream
face of the dam. It
prevents water logging
due to heavy rainfall.
Drain: A series of drains is
constructed containing
different types of drains
that are longitudinal
drains, cross drains and
toe drains on the
downstream side of the
dam.
Transition filters: It is
a filter provided in
between the clayey soil
layer and sandy shell to
avoid pore pressure.
9. 1. Hydraulic fill method
In this method of construction, first of all, excavation of soil is done then the soil is transported by the water
to construct the dam structure. Pipes are laid along the outer face of the embankment. All the soil materials
are mixed with the water then poured into the pipes.
All the necessary steps are done by the hydraulic method. No compaction is done by a roller as the soil
gets deposited by the hydraulic operation.
2. Rolled fill method
In this method of construction, a machine is used for excavation of soil, placing a layer of thickness 20cm
and compacting at optimum moisture content.
This is a very popular method for constructing the earthen dam. The soil is brought to the site from the pit
by the bulldozer and compacted by the roller.
Hydraulic fill
method
Rolled fill method
10. Structural failure
• Failure by the burrowing animal
because it causes damage.
• Failure by spreading
of waterlogging.
• Slope failure by the seepage
water.
• Landslide due to instability of the
soil particles.
• Foundation slides by the
reduction of the strength by the
continuous flow of seepage
water.
• A sudden drawdown may cause
upstream slope failure.
• Pore pressure may cause
upstream/ download slope
failure.
Hydraulic failure
• overtopping of the dam height
due to the overflow of the river
and if the capability spillway is
not sufficient.
• Due to wave erosion, the soil
gets loose or gets removed
from the upstream face of the
dam.
• Toe erosion: erosion takes
place due to the storage of
water of tail water
• Gullying: construction of gully
in the earthen dam causes
heavy downpour and it can be
prevented by providing a berm
or good drainage system.
Seepage failure
• Piping: The flow of the water
from the foundation can make
the soil loose and reduce the
strength of the foundation and
cause erosion of leaks and
lead to a large number of
catastrophic failures.
• Sloughing: Failure caused by
the sloughing is slightly similar
to the piping. The downstream
is saturated and it may erode,
produce a small slump, or slide
in the condition of the full
reservoir.
11. • We are going to take tarbela dam as an example of earth dam :
- Tarbela Dam, one of the largest earth-filled dams in the world, is a critical source of
hydroelectric power and irrigation water for Pakistan.
12. • Tarbela Dam, located on the Indus
River in the province of Pakistan,
is one of the largest earth-filled
dams in the world. It was
constructed in the late 1960s and
early 1970s with the help of
international funding, including
from the World Bank.
• The primary purpose of Tarbela
Dam was to generate hydroelectric
power for Pakistan's growing
energy needs, and it has been
successful in doing so.
13. • It stands at a height of 485 feet and stretches for 9,000 feet along the riverbank.
The dam has a total capacity of 13.69 billion cubic meters of water.
• The power station at Tarbela Dam has a total installed capacity of 4,888 megawatts,
making it the largest hydroelectric power station in Pakistan. The dam's reservoir
also serves as a major source of irrigation water, with an annual release of 75.8
billion cubic meters.
14. • Tarbela Dam is the largest
hydropower project in Pakistan,
generating approximately 3,478
megawatts of electricity.
• The dam plays a crucial role in
reducing load shedding across the
country, ensuring that industries and
households have access to
uninterrupted power supply.
15. • In conclusion, Tarbela Dam has played a crucial role in Pakistan's energy and
agriculture sectors.
• With its vast capacity to generate electricity, it has helped reduce load shedding and
provided a reliable source of power for millions of people.