Diversion headworks such as weirs and barrages are used to divert water from rivers into canals. Weirs are solid structures that raise the river's water level, while barrages use gates to control water flow without a solid obstruction. Common causes of failure for weirs built on permeable foundations include piping/undermining from subsurface water flow and rupture of the floor from uplift pressure or standing waves. Remedies involve extending the impervious floor length, increasing floor thickness, adding cutoff piles, and installing launch aprons to prevent scouring.
Cross drainage works are structures constructed where canals cross natural drainages like rivers or streams. There are several types of cross drainage works depending on the relative bed levels of the canal and drainage. The document discusses determining the maximum flood discharge of a drainage using various empirical formulas and methods. It also covers topics like fluming of canals, which involves contracting the canal width to reduce the size of cross drainage structures.
This document discusses different types of canal falls, which are structures constructed to lower the bed level of a canal. It describes seven common types of falls: ogee fall, rapid fall, trapezoidal fall, stepped fall, montague fall, vertical drop fall, and straight glacis fall. Each type is suitable for different conditions depending on factors like the height of fall, discharge, site topography, and cost. The document provides details on the design and suitability of each type of canal fall.
The document discusses the design of hydraulic structures and spillways. It defines a spillway as a structure used to safely release water from a dam. The key components of a spillway are the approach facility, discharging conduit, and outlet structure. Seven common types of spillways are described: straight drop, ogee, shaft, chute, side channel, siphon, and labyrinth. Advantages include safely discharging large volumes of water to prevent dam overtopping. Energy dissipation methods at the spillway end such as steps, flip buckets, and stilling basins are also outlined to prevent erosion. Safety measures around spillway operation are mentioned.
Canal headworks are hydraulic structures constructed across rivers to divert water into canals. They raise the river water level and regulate flows. There are two main types - diversion and storage headworks. Diversion headworks like weirs and barrages divert water without storage, while dams form storage reservoirs. Key components include weirs/barrages, divide walls, fish ladders, under sluices, silt excluders, and head regulators. Location depends on river characteristics, and sites must be accessible with suitable foundations. Failure can occur through subsurface piping/uplift or surface scouring during floods. Precautions include reducing exit gradients, providing sheet piles, ensuring floor thickness, using filters and energy
energy dissipator in hydraulic structure Kiran Jadhav
This document discusses energy dissipators, which are structures that reduce the kinetic energy of water flowing over spillways to prevent erosion. It describes two main types of energy dissipators - stilling basins and bucket dissipators. Stilling basins use either horizontal or sloping concrete aprons and hydraulic jumps to dissipate energy. Bucket dissipators include solid roller, slotted roller, and ski jump designs. The document explains how dissipator selection depends on the relationship between tailwater curve and flow depth. Appropriate dissipators maintain stable hydraulic jumps or direct flow into the air to safely dissipate kinetic energy for different tailwater conditions.
Spillways are structures used to safely discharge water from a reservoir during periods of high inflow or flooding. They are designed to maintain structural stability of the dam and pass excess water without raising the reservoir level above its maximum. Different types of spillways include overflow, chute, shaft, saddle and side channel spillways. Energy dissipation methods are also important to safely convey water discharged from spillways downstream.
Silt excluders are structures used to reduce silt entering canals. They work by skimming off the upper layers of flowing water, which contain less silt, while diverting the lower, silt-rich layers through tunnels. Key aspects of silt excluder design include the tunnels covering some but not all of the undersluice bays and being flushed with the head regulator crest. The efficiency of silt excluders depends on factors like the amount of water diverted through the tunnels and the grade of sediment.
Diversion headworks such as weirs and barrages are used to divert water from rivers into canals. Weirs are solid structures that raise the river's water level, while barrages use gates to control water flow without a solid obstruction. Common causes of failure for weirs built on permeable foundations include piping/undermining from subsurface water flow and rupture of the floor from uplift pressure or standing waves. Remedies involve extending the impervious floor length, increasing floor thickness, adding cutoff piles, and installing launch aprons to prevent scouring.
Cross drainage works are structures constructed where canals cross natural drainages like rivers or streams. There are several types of cross drainage works depending on the relative bed levels of the canal and drainage. The document discusses determining the maximum flood discharge of a drainage using various empirical formulas and methods. It also covers topics like fluming of canals, which involves contracting the canal width to reduce the size of cross drainage structures.
This document discusses different types of canal falls, which are structures constructed to lower the bed level of a canal. It describes seven common types of falls: ogee fall, rapid fall, trapezoidal fall, stepped fall, montague fall, vertical drop fall, and straight glacis fall. Each type is suitable for different conditions depending on factors like the height of fall, discharge, site topography, and cost. The document provides details on the design and suitability of each type of canal fall.
The document discusses the design of hydraulic structures and spillways. It defines a spillway as a structure used to safely release water from a dam. The key components of a spillway are the approach facility, discharging conduit, and outlet structure. Seven common types of spillways are described: straight drop, ogee, shaft, chute, side channel, siphon, and labyrinth. Advantages include safely discharging large volumes of water to prevent dam overtopping. Energy dissipation methods at the spillway end such as steps, flip buckets, and stilling basins are also outlined to prevent erosion. Safety measures around spillway operation are mentioned.
Canal headworks are hydraulic structures constructed across rivers to divert water into canals. They raise the river water level and regulate flows. There are two main types - diversion and storage headworks. Diversion headworks like weirs and barrages divert water without storage, while dams form storage reservoirs. Key components include weirs/barrages, divide walls, fish ladders, under sluices, silt excluders, and head regulators. Location depends on river characteristics, and sites must be accessible with suitable foundations. Failure can occur through subsurface piping/uplift or surface scouring during floods. Precautions include reducing exit gradients, providing sheet piles, ensuring floor thickness, using filters and energy
energy dissipator in hydraulic structure Kiran Jadhav
This document discusses energy dissipators, which are structures that reduce the kinetic energy of water flowing over spillways to prevent erosion. It describes two main types of energy dissipators - stilling basins and bucket dissipators. Stilling basins use either horizontal or sloping concrete aprons and hydraulic jumps to dissipate energy. Bucket dissipators include solid roller, slotted roller, and ski jump designs. The document explains how dissipator selection depends on the relationship between tailwater curve and flow depth. Appropriate dissipators maintain stable hydraulic jumps or direct flow into the air to safely dissipate kinetic energy for different tailwater conditions.
Spillways are structures used to safely discharge water from a reservoir during periods of high inflow or flooding. They are designed to maintain structural stability of the dam and pass excess water without raising the reservoir level above its maximum. Different types of spillways include overflow, chute, shaft, saddle and side channel spillways. Energy dissipation methods are also important to safely convey water discharged from spillways downstream.
Silt excluders are structures used to reduce silt entering canals. They work by skimming off the upper layers of flowing water, which contain less silt, while diverting the lower, silt-rich layers through tunnels. Key aspects of silt excluder design include the tunnels covering some but not all of the undersluice bays and being flushed with the head regulator crest. The efficiency of silt excluders depends on factors like the amount of water diverted through the tunnels and the grade of sediment.
This document discusses various types of canal regulation works including canal falls, escapes, regulators, and outlets. It describes the necessity and types of canal falls, which are constructed when the natural ground slope is steeper than the designed canal bed slope. The types of falls discussed include ogee falls, stepped falls, vertical falls, rapid falls, straight glacis falls, trapezoidal notch falls, well or cylinder notch falls, Montague type falls, and Inglis or baffle falls. The document also discusses canal escapes, head regulators, cross regulators, silt control devices, and canal outlets/modules. In particular, it explains the functions and construction of head regulators and cross regulators.
Diversion headworks are structures constructed at the head of a canal to divert river water into the canal. They include components like weirs, barrages, canal head regulators, divide walls, fish ladders, and guide banks. The objectives are to raise water levels, control silt entry, regulate water flow, and allow fish passage. Proper site selection and design are needed to prevent failures from subsurface water flow, uplift pressure, hydraulic jumps, or scouring during floods. Remedies include increasing seepage lengths, adding sheet piles, and using thicker impervious floors.
The document discusses different types of canals including contour canals, ridge canals, and side slope canals. It describes how canals are classified based on alignment and position. The key parts of a canal system are described including main canals, branch canals, distributaries, and water courses. Methods for fixing canal alignment and designing canal cross-sections are outlined. Different types of canal lining materials and their purposes are also summarized.
This document discusses theories for designing weirs on permeable foundations to prevent failures from seepage. It describes Bligh's creep theory, Lane's weighted creep theory, and Khosla's theory. Bligh's theory calculates creep length and floor thickness but does not distinguish horizontal from vertical creep. Lane's theory assigns higher weight to vertical creep. Khosla's theory accounts for pressure distributions and recommends cut-offs and aprons. It is commonly used but requires corrections for floor thickness, pile interference, and slope. Inverted filters and launching aprons are also discussed.
Canal Regulation Works:
Canal Fall- Necessity and Location- Types of Falls- Cross Regulator and Distributory Head Regulator- Their Functions, Silt Control Devices, Canal Escapes- Types of Escapes.
This document discusses different types of canal outlets used to release water from distributing channels into watercourses. It describes non-modular, semi-modular, and modular outlets. Non-modular outlets discharge based on water level differences, while modular outlets discharge independently of water levels. Semi-modular outlets discharge depending on the channel water level but not the watercourse level. Specific outlet types are also defined, such as pipe outlets, open sluice, and Gibbs, Khanna, and Foote rigid modules. Discharge equations for different outlet types are provided.
The document discusses foundation treatment and galleries in concrete gravity dams. Foundation treatment involves preparing the surface by excavating loose soil till bedrock and stepping the surface. It also involves consolidation grouting of the entire foundation before concreting and curtain grouting near the heel after some concreting. Galleries are horizontal or sloping passages in the dam body used for drainage, inspection, aeration, pipe installation, and foundation drilling/grouting. Common gallery types include foundation, inspection, and aeration galleries. Reinforcement is provided at gallery corners to reduce stress concentrations.
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.
The document discusses water losses that occur in canals due to evaporation, percolation, and transpiration. It identifies the key causes of water losses for each category, such as temperature, soil permeability, and vegetation growth. Methods to reduce losses, such as efficient field irrigation practices and canal management, are also presented. In conclusion, transit water losses from the canal head to the fields are defined, and the three main causes and approaches to lower losses are recapped.
Regulation works are structures constructed to regulate water flow in canals. The main types are head regulators, cross regulators, canal escapes, and canal outlets. Head regulators control water entry into off-taking channels from parent channels. Cross regulators are located downstream of off-takes and help control water levels and closures for repairs. Canal outlets connect distribution channels to field channels and supply water to irrigation fields at regulated discharges.
Types- selection of the suitable site for the diversion headwork components
of diversion headwork- Causes of failure of structure on pervious foundation- Khosla’s theory- Design of concrete sloping
glacis weir.
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Cross drainage works are structures built to carry canal water across natural streams and other obstructions that intersect the canal. There are different types of structures depending on whether the canal passes over or below the drainage. Common types include aqueducts, siphon, super passages, and canal siphons. Aqueducts can be built with tunnels underground or above ground, sometimes using shafts to remove dirt and supply workers. The ideal site for a drainage crossing has minimum disturbance to channels, suitable foundation soil, sufficient height clearance, and favorable existing topography and hydraulic conditions.
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
The document provides information on diversion head works and their components. It can be summarized as:
1) Diversion head works are structures constructed at the head of a canal to divert river water into the canal and ensure a regulated supply of silt-free water with a minimum head.
2) Key components of diversion head works include under sluices, divide walls, fish ladders, silt exclusion devices, guide banks, and head regulators. Under sluices control silt entry and water levels. Divide walls separate flows. Fish ladders allow fish passage.
3) Site selection factors for diversion head works include suitable foundations, positioning the weir at a right angle to river flow, space for
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. Regulation structures like canal falls, cross regulators, distributary head regulators, canal escapes and outlets are constructed on canals to regulate water flow, level and velocity.
2. Canal falls are used to reduce water energy and control slopes, cross regulators maintain water supply and absorb fluctuations, and distributary head regulators control supply to off-taking canals.
3. The document provides details of regulation structures on the Kakrapar Left Bank Main Canal including head regulators, cross regulators, escapes and outlets to control water distribution across the canal network.
This document discusses different types of irrigation canals and structures used to regulate water flow in canal networks. It describes:
1. The main types of canals - main canals, branch canals, distributaries, and water courses. Distributaries are further divided into major and minor types.
2. The primary structures used to regulate water flow - head regulators at the head of canals, cross regulators along canals, and outlets that deliver water to water courses from distributaries.
3. Additional structures like falls used to lower water levels across changes in ground elevation, escapes to discharge excess water, and tail escapes at canal ends.
This document discusses various types of canal regulation works including canal falls, escapes, regulators, and outlets. It describes the necessity and types of canal falls, which are constructed when the natural ground slope is steeper than the designed canal bed slope. The types of falls discussed include ogee falls, stepped falls, vertical falls, rapid falls, straight glacis falls, trapezoidal notch falls, well or cylinder notch falls, Montague type falls, and Inglis or baffle falls. The document also discusses canal escapes, head regulators, cross regulators, silt control devices, and canal outlets/modules. In particular, it explains the functions and construction of head regulators and cross regulators.
Diversion headworks are structures constructed at the head of a canal to divert river water into the canal. They include components like weirs, barrages, canal head regulators, divide walls, fish ladders, and guide banks. The objectives are to raise water levels, control silt entry, regulate water flow, and allow fish passage. Proper site selection and design are needed to prevent failures from subsurface water flow, uplift pressure, hydraulic jumps, or scouring during floods. Remedies include increasing seepage lengths, adding sheet piles, and using thicker impervious floors.
The document discusses different types of canals including contour canals, ridge canals, and side slope canals. It describes how canals are classified based on alignment and position. The key parts of a canal system are described including main canals, branch canals, distributaries, and water courses. Methods for fixing canal alignment and designing canal cross-sections are outlined. Different types of canal lining materials and their purposes are also summarized.
This document discusses theories for designing weirs on permeable foundations to prevent failures from seepage. It describes Bligh's creep theory, Lane's weighted creep theory, and Khosla's theory. Bligh's theory calculates creep length and floor thickness but does not distinguish horizontal from vertical creep. Lane's theory assigns higher weight to vertical creep. Khosla's theory accounts for pressure distributions and recommends cut-offs and aprons. It is commonly used but requires corrections for floor thickness, pile interference, and slope. Inverted filters and launching aprons are also discussed.
Canal Regulation Works:
Canal Fall- Necessity and Location- Types of Falls- Cross Regulator and Distributory Head Regulator- Their Functions, Silt Control Devices, Canal Escapes- Types of Escapes.
This document discusses different types of canal outlets used to release water from distributing channels into watercourses. It describes non-modular, semi-modular, and modular outlets. Non-modular outlets discharge based on water level differences, while modular outlets discharge independently of water levels. Semi-modular outlets discharge depending on the channel water level but not the watercourse level. Specific outlet types are also defined, such as pipe outlets, open sluice, and Gibbs, Khanna, and Foote rigid modules. Discharge equations for different outlet types are provided.
The document discusses foundation treatment and galleries in concrete gravity dams. Foundation treatment involves preparing the surface by excavating loose soil till bedrock and stepping the surface. It also involves consolidation grouting of the entire foundation before concreting and curtain grouting near the heel after some concreting. Galleries are horizontal or sloping passages in the dam body used for drainage, inspection, aeration, pipe installation, and foundation drilling/grouting. Common gallery types include foundation, inspection, and aeration galleries. Reinforcement is provided at gallery corners to reduce stress concentrations.
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.
The document discusses water losses that occur in canals due to evaporation, percolation, and transpiration. It identifies the key causes of water losses for each category, such as temperature, soil permeability, and vegetation growth. Methods to reduce losses, such as efficient field irrigation practices and canal management, are also presented. In conclusion, transit water losses from the canal head to the fields are defined, and the three main causes and approaches to lower losses are recapped.
Regulation works are structures constructed to regulate water flow in canals. The main types are head regulators, cross regulators, canal escapes, and canal outlets. Head regulators control water entry into off-taking channels from parent channels. Cross regulators are located downstream of off-takes and help control water levels and closures for repairs. Canal outlets connect distribution channels to field channels and supply water to irrigation fields at regulated discharges.
Types- selection of the suitable site for the diversion headwork components
of diversion headwork- Causes of failure of structure on pervious foundation- Khosla’s theory- Design of concrete sloping
glacis weir.
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
Cross drainage works are structures built to carry canal water across natural streams and other obstructions that intersect the canal. There are different types of structures depending on whether the canal passes over or below the drainage. Common types include aqueducts, siphon, super passages, and canal siphons. Aqueducts can be built with tunnels underground or above ground, sometimes using shafts to remove dirt and supply workers. The ideal site for a drainage crossing has minimum disturbance to channels, suitable foundation soil, sufficient height clearance, and favorable existing topography and hydraulic conditions.
Canal fall- necessity and location- types of falls- Cross regulator and
distributory head regulator- their functions, Silt control devices, Canal
escapes- types of escapes.
The document provides information on diversion head works and their components. It can be summarized as:
1) Diversion head works are structures constructed at the head of a canal to divert river water into the canal and ensure a regulated supply of silt-free water with a minimum head.
2) Key components of diversion head works include under sluices, divide walls, fish ladders, silt exclusion devices, guide banks, and head regulators. Under sluices control silt entry and water levels. Divide walls separate flows. Fish ladders allow fish passage.
3) Site selection factors for diversion head works include suitable foundations, positioning the weir at a right angle to river flow, space for
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. Regulation structures like canal falls, cross regulators, distributary head regulators, canal escapes and outlets are constructed on canals to regulate water flow, level and velocity.
2. Canal falls are used to reduce water energy and control slopes, cross regulators maintain water supply and absorb fluctuations, and distributary head regulators control supply to off-taking canals.
3. The document provides details of regulation structures on the Kakrapar Left Bank Main Canal including head regulators, cross regulators, escapes and outlets to control water distribution across the canal network.
This document discusses different types of irrigation canals and structures used to regulate water flow in canal networks. It describes:
1. The main types of canals - main canals, branch canals, distributaries, and water courses. Distributaries are further divided into major and minor types.
2. The primary structures used to regulate water flow - head regulators at the head of canals, cross regulators along canals, and outlets that deliver water to water courses from distributaries.
3. Additional structures like falls used to lower water levels across changes in ground elevation, escapes to discharge excess water, and tail escapes at canal ends.
1. Diversion headworks divert river water into canals to supply irrigation water. They include weirs or barrages to raise water levels, under sluices to remove silt, and canal head regulators to control water flow into canals.
2. Key components are weirs/barrages, under sluices, divide walls, fish ladders, and canal head regulators. Weirs/barrages raise water levels while under sluices and silt excluders/ejectors remove silt from the water. Canal head regulators control water entering the canals.
3. Site selection considers factors like river characteristics, canal economics, construction feasibility, land and material costs,
Presenation on Diversion Headworks irrigation.pptxqureshixahoor
1. A diversion headwork is a weir or barrage constructed across a river to divert water into a canal. It regulates water flow into the canal through a head regulator.
2. A barrage differs from a weir in that it uses large gates that can be opened and closed to directly control water levels, whereas a weir uses fixed crest heights.
3. The main purpose of a barrage is to stabilize river water levels for uses like irrigation while still allowing easy control over flow, unlike a dam which relies on water levels behind the full wall height.
This document provides information about hydraulic structures and diversion head works. It discusses that a hydraulic structure disrupts natural water flow and examples include dams and weirs. It then describes the key components of diversion head works, including weirs, barrages, under-sluices, divide walls, river training works, fish ladders, and canal head regulators. The purpose and functions of each component are explained. Design considerations for weirs and barrages such as their cost, control of flow, and ability to incorporate transportation are compared.
hydraulic structures in civil engineeringBittuRajkumar
The document discusses various topics related to irrigation engineering including canal falls, canal escapes, and types of canal falls. It provides details on the purpose and necessity of canal falls when the natural ground slope is steeper than the designed canal slope. It describes different types of canal falls such as ogee falls, rapid falls, stepped falls, and vertical drop falls. The document also covers the purpose, types, and location of canal escapes which are structures used to discharge excess water from canals.
A water distribution system is a part of water supply network with components that carry potable water from a centralized treatment plant or wells to consumers to satisfy residential.
Topics:
1. Types of Diversion Head Works
2. Weirs and Barrages
3. Layout Diversion Head Works
4. Causes of Failures of Weirs and Barrages on Permeable Foundations
5. Silt Ejectors and Silt Excluders
The document provides information on diversion headworks for water resources engineering projects. It discusses the different types of diversion headworks including storage and temporary diversion structures. Key components of diversion headworks are described such as weirs, barrages, divide walls, fish ladders, and canal head regulators. Factors for selecting sites for diversion structures are outlined. Causes of failures for weirs built on permeable foundations and remedies are summarized.
This document provides an overview of diversion headworks for supplying water to irrigation canals. It discusses the key components of diversion headworks including weirs/barrages, undersluices, divide walls, fish ladders, canal head regulators, and river training works. It also examines site selection factors and design considerations to prevent failures from subsurface piping or uplift and surface scouring. Khosla's theory improved earlier theories by accounting for complex seepage patterns below hydraulic structures.
This document discusses spillways and energy dissipators for dams. It defines spillways as structures used to safely release surplus water from reservoirs. The main types of spillways are main, auxiliary, and emergency spillways. Spillways can also be classified based on their prominent features, such as free overflow, overflow, side channel, open channel, tunnel, shaft, and siphon spillways. Energy dissipators, such as stilling basins and bucket types, are also discussed to reduce the energy of water flowing from spillways. Common energy dissipator types include horizontal and sloping apron stilling basins, and solid roller, slotted roller, and ski jump bucket dissipators.
Spillways, Spillway capacity, flood routing through spillways, different type...Denish Jangid
The document discusses spillways, which are structures used to safely discharge water from reservoirs when the water level rises too high. Spillways typically have several key components, including an approach channel, control structure, discharge carrier, discharge channel, and energy dissipators. The control structure regulates water flow and prevents discharge below a fixed level. Energy dissipators, like bucket or baffle types, reduce the water's velocity and kinetic energy before it reaches downstream areas. Spillways must provide stability, safely pass flood waters, operate efficiently, and do so economically.
This document provides information on various canal structures, including regulation works like canal falls, head regulators, cross regulators, canal escapes and outlets. It describes the purpose and design of a canal fall, including the different types of falls. It also discusses canal escapes, their purposes as safety valves and types including surplus escapes, tail escapes and scouring escapes. Finally, it summarizes the purpose and typical construction of head regulators and cross regulators.
Canal irrigation- (topics covered)
Types of Impounding structures: Gravity dam – Diversion Head works - Canal drop –
Cross drainage works – Canarl egulations – Canal outlets – Cana ll ining - Kennady s
and Lacey s Regim et heory
chapter-3.pptx: CHANNEL HEADWORKS AND CANALSmulugeta48
Purposes:
Raises water level in the river
Regulates supply of water into the canal
Controls the entry of silt into the canal
Provides some storage for a short period
Reduces the fluctuations in the level of supply in river
Temporary diversion head works
Consists of a bund constructed across river to raise the water level in the river and will be damaged by floods.
2. Permanent diversion head works
Consists of a permanent structure such as a weir or barrage constructed across river to raise water level in the river.River section at the site should be narrow and well-defined.
Should have a large commanded area.
Site should be such that the weir (or barrage) can be aligned at right angles to the direction of flow in the river.
Good foundation should be available at the site.
Site should be easily accessible by road or rail.
Overall cost of the project should be a minimum
This document discusses various structures used to regulate water flow in canal networks, including falls, regulators, and escapes. It describes the different types of falls (ogee, rapid, trapezoidal notch, vertical drop) needed when canal slopes change. Regulators like cross regulators and distributary head regulators control water flow between main and off-taking canals. Silt control devices like vanes, groyne walls, and skimming platforms aim to divert proportional amounts of sediment. Canal escapes allow excess water to be safely released during emergencies through weirs or gated sluices.
Canal falls are structures constructed across canals to lower the bed level to maintain the designed slope when there is a change in ground level. The main types of canal falls are ogee falls, stepped falls, vertical falls, rapid falls, and straight glacis falls. Canal escapes are side channels that remove surplus water from canals into natural drains. The main types are surplus escapes, tail escapes, and scouring escapes. Cross drainage works include structures like aqueducts and siphon aqueducts to allow canals to pass over drainages when their bed levels differ.
This document discusses different types of canal lining materials and their advantages. It states that lining canals reduces water losses through seepage and prevents waterlogging of adjacent lands. It allows for smaller canal dimensions since lined canals have lower resistance to flow. Lining also reduces maintenance needs like silt removal and bank repairs. Common lining materials described include cement concrete, shotcrete, precast concrete, brick and various earth linings. Cement concrete lining provides excellent hydraulic properties but has high costs. Shotcrete and cement mortar linings use large amounts of cement. Brick lining allows for easy repair and is hydraulically efficient. Lining improves water conservation and irrigation capacity but requires heavy initial investment.
Canals are classified into different types based on factors which are as follows :
Based on the nature of the supply source
Based on functions
Based on the type of boundary surface soil
Based on the financial output
Based on discharge
Based on canal alignment
This document discusses gravity dams. Gravity dams derive their structural integrity from their own weight and resist external forces through mass rather than through the use of materials under compression or tension. The key components of gravity dams are discussed as well as the forces acting on them, including water pressure, uplift pressure, pressure from earthquakes, silt pressure, wave pressure, and ice pressure. Earthquake forces can cause both vertical and horizontal accelerations, producing effects like increased water pressure and horizontal inertia forces.
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.
This document summarizes a study on estimating the capacity of two-lane undivided highways. The study involved collecting traffic data on three road sections in India and analyzing the relationships between speed, flow, and density. Flow-density models were developed for each section and used to estimate key parameters like maximum flow rate and optimal density. Passenger car units were also estimated using Chandra's method to account for heterogeneous traffic. The results showed that capacity decreased as lane width decreased, with capacities of 5500, 3700, and 3100 PCU/hr for sections with right-of-way widths of 14m, 9m, and 7m respectively. The study concluded that understanding traffic flow characteristics is important for efficient road design
An In-Depth Exploration of Natural Language Processing: Evolution, Applicatio...DharmaBanothu
Natural language processing (NLP) has
recently garnered significant interest for the
computational representation and analysis of human
language. Its applications span multiple domains such
as machine translation, email spam detection,
information extraction, summarization, healthcare,
and question answering. This paper first delineates
four phases by examining various levels of NLP and
components of Natural Language Generation,
followed by a review of the history and progression of
NLP. Subsequently, we delve into the current state of
the art by presenting diverse NLP applications,
contemporary trends, and challenges. Finally, we
discuss some available datasets, models, and
evaluation metrics in NLP.
Data Communication and Computer Networks Management System Project Report.pdfKamal Acharya
Networking is a telecommunications network that allows computers to exchange data. In
computer networks, networked computing devices pass data to each other along data
connections. Data is transferred in the form of packets. The connections between nodes are
established using either cable media or wireless media.
Particle Swarm Optimization–Long Short-Term Memory based Channel Estimation w...IJCNCJournal
Paper Title
Particle Swarm Optimization–Long Short-Term Memory based Channel Estimation with Hybrid Beam Forming Power Transfer in WSN-IoT Applications
Authors
Reginald Jude Sixtus J and Tamilarasi Muthu, Puducherry Technological University, India
Abstract
Non-Orthogonal Multiple Access (NOMA) helps to overcome various difficulties in future technology wireless communications. NOMA, when utilized with millimeter wave multiple-input multiple-output (MIMO) systems, channel estimation becomes extremely difficult. For reaping the benefits of the NOMA and mm-Wave combination, effective channel estimation is required. In this paper, we propose an enhanced particle swarm optimization based long short-term memory estimator network (PSOLSTMEstNet), which is a neural network model that can be employed to forecast the bandwidth required in the mm-Wave MIMO network. The prime advantage of the LSTM is that it has the capability of dynamically adapting to the functioning pattern of fluctuating channel state. The LSTM stage with adaptive coding and modulation enhances the BER.PSO algorithm is employed to optimize input weights of LSTM network. The modified algorithm splits the power by channel condition of every single user. Participants will be first sorted into distinct groups depending upon respective channel conditions, using a hybrid beamforming approach. The network characteristics are fine-estimated using PSO-LSTMEstNet after a rough approximation of channels parameters derived from the received data.
Keywords
Signal to Noise Ratio (SNR), Bit Error Rate (BER), mm-Wave, MIMO, NOMA, deep learning, optimization.
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This study Examines the Effectiveness of Talent Procurement through the Imple...DharmaBanothu
In the world with high technology and fast
forward mindset recruiters are walking/showing interest
towards E-Recruitment. Present most of the HRs of
many companies are choosing E-Recruitment as the best
choice for recruitment. E-Recruitment is being done
through many online platforms like Linkedin, Naukri,
Instagram , Facebook etc. Now with high technology E-
Recruitment has gone through next level by using
Artificial Intelligence too.
Key Words : Talent Management, Talent Acquisition , E-
Recruitment , Artificial Intelligence Introduction
Effectiveness of Talent Acquisition through E-
Recruitment in this topic we will discuss about 4important
and interlinked topics which are
We have designed & manufacture the Lubi Valves LBF series type of Butterfly Valves for General Utility Water applications as well as for HVAC applications.
2. Contents
Introduction
Mechanism of Regulation Works
Canal Falls
Cross regulator
Distributary Head Regulator
Canal escapes
Canal Outlets
3. Introduction
The structure constructed on a canal to regulate the
discharge, full supply level or velocity of flow are
known as Canal Regulation Works.
A canal obtains its share of water from the pool
behind a barrage through a structure called the Canal
Head Regulator. Through this is also a regulation
structure for controlling the amount of water passing
into the canal.
4. Advantages of Regulation Works
I. Canal fall is used to reduce energy of water due to velocity of
u/s water.
II. Cross Regulator is use for maintain supply of water to off-
taking channel during low discharge period.
III. With combination of canal fall, it is possible to control water
surface slope.
IV. Distributary Head Regulator is use as a silt control device and
prevents the deposition of silt in canal.
V. Canal Escape enables to maintain proper head in canal during
heavy rainfall period or low demand time.
VI. Canal outlet act as water measuring device and it is helpful to
make water charge bills according to field utilization.
5. Canal Falls
A canal fall is an irrigation structure constructed across a
canal to lower down its water level and destroy the surplus
energy liberated from the falling water which my otherwise
scour the bed and banks of canal.
Necessity of Canal Falls:
The canal falls are required when the natural slope of the
ground along the canal alignment is steeper than the bed
slope of the canal. The canal bed slope my vary from 1 in
4000 for a discharge of bout 1.5 cumecs to about 1 in 8000
for a discharge of 3000 cumecs. The average ground slope
is about 1 in 200 to 1 in 50. The difference in the slops is
adjusted by providing vertical falls in the bed of the canal at
suitable intervals.
6. Location of Canal Falls
For the canal which does not irrigate the area directly, the falls should
be located from the consideration of economy of earthwork.
For the canal irrigating the area directly, a fall may be provided at a
location where the F.S.L. of the canal outstrips the ground level but before
the bed of the canal comes into filling.
The location of a falls may also be decided from the consideration of the
possibility of combining it with a cross regulator or a rod bridge to effect
economy.
A relative economy is achieved by providing either a large number of
small falls or small number of large falls, whichever is less is worked out.
Sometimes it is necessary to provide fewer falls of large drops to enable
hydropower generation at these falls.
7. Type of Falls
Ogee Fall:
This type of fall has gradual convex and concave curves
with an aim to provide a smooth transition and to reduce
disturbance and impact and reduce dissipation of energy.
8. Rapid Fall
The rapid falls consists of a glacis sloping at 1 vertical
to 10 to 20 horizontal. The long glacis assured the
formation of hydraulic jump for the dissipation of
energy. However, due to high construction cost, this
falls are not more popular.
9. Notch Fall
A trapezoidal notch fall consists of a number of
trapezoidal notches in high breast wall, called Notch
Pier, constructed across the channel. There is a
smooth entrance to the notches. A flat, circular lip
projecting down stream from each notch disperse the
water.
10. Vertical Drop Fall
In this, a crest wall is constructed to create a vertical
drop. Cistern is provided to dissipate the surplus
energy of water leaving crest. In cistern a grid of banks
of timber placed a few centimeters apart to intercept the
falling nappe. This fall is not become popular due to
getting clogged with floating debris.
11. Glacis Fall
The glacis fall utilizes hydraulic jump for the dissipation of
energy.
Following are the type of Glacis fall:
Straight Glacis:
In Punjab, the flumed fall with straight glacis was developed.
There was some problem with some of these falls. Like one
cause of trouble was that even after the formation of hydraulic
jump, there was considerable amount of surplus energy in
water.
13. Montague Falls
It is a modified type of straight glacis fall. In this type, a
parabolic glacis, called as the Montague profile is provided.
This gives the maximum horizontal acceleration to the jet of
water in given length of glacis.
In this type of fall it is not possible to dissipate the entire energy
and considerable surplus energy is still left even after the
formation of the hydraulic jump.
14. Inglis Fall
This fall also a modified form of the straight glacis
fall. In this type fall, a baffle wall of certain height is
provided at some distance d/s of the toe of the straight
glacis. The baffle wall ensures the formation of the
hydraulic jump on the baffle platform and effective
dissipation of energy.
15. Cross Regulators
It is a structure constructed across a canal to regulate the water level in
the canal upstream itself and the discharge passing downstream of it
for one or more following purposes:-
I. It enables effective regulation of the entire canal system.
II. It helps in closing the supply to the d/s of the parent channel, for the
purpose of repairs.
III. There can be provided a bridge which can be means of
communication.
IV. It helps to absorb fluctuation in the various sections to the canal
system, and thus prevents breaches in the tail reaches.
V. It can be use to control the drawdown when the subsoil water level
re high to ensure safety of canal lining.
VI. In conjunction with escapes they help water to escape from the
channels.
16. Distributary Head Regulator:
A distributary head regulator is provided at the head of the off-
taking canal to control the supplies entering the off-taking canal.
The Distributary Head Regulator serves to:-
I. Divert and regulate the supply into the distributary from the
parent channel,
II. Control the silt entering the distributary from the parent
channel,
III. Measure the discharge entering the distributary.
IV. It help in shutting off the supplies when not needed in the off-
taking channel or when off-taking channel is required to be
closed for repairing works.
17. Canal Escape
Canal escape is a structure to dispose of surplus or excess water from a
canal. It is a sort of safety valve. It provides protection of the canal
against possible damage due to excess supply which may be because of
either mistake in releasing water or a heavy rainfall which cause
decrease in demand of water for irrigation in the fields.
The excess supply makes the canal banks vulnerable to breaches or
dangerous leaks and hence, provision for disposing of excess supply in
the form of canal escapes at suitable intervals along the canal.
Types of Escapes:
Based on the purpose:
Surplus WaterEscape:
It is a structure constructed on n irrigation channel to dispose of
surplus
water from the channel. It also known as Canal Surplus Escape.
18. These escapes are provided in the banks of the channel at
interval depending on importance on the channel and the
vicinity of a suitable natural drain for disposal of surplus
water. The channel leading surplus water from escape to
natural drain is called Escape Channel.
Length of it should be as minimum s possible and its
capacity should be 0.67 to 0.50 times capacity of
channel.
19. Tail Escapes:
An irrigation canal generally ends in a natural drain or
river. An escape is provided cross the channel at its
tail end to maintain the required F.S.L. at the tail end,
called Tail Escape.
20. Based on the Structural Design
Rectangular Type or Sluice Type Escapes:
It is also use s surplus escapes. These sluices can empty the canal
for repair and maintenance and, is some cases, act as scouring
sluice to facilitate removal of sediment. Location of escapes
depends on the availability of suitable drains, depressions or
river bed level.
Weir Type Escape: These are flush or weir escapes constructed
either in masonry or concrete with or without crest shutter which
re capable of disposing of surplus water from the canal.
21. Canal Outlet
When the canal water reached near the fields to be irrigated, it has to be
transferred to the watercourse.at the junction of watercourse and distributary,
an outlet is provided. It is a masonry structure through which water is
admitted from the distributary into watercourse.
It also act as water- measuring device. The discharge through an outlet is less
than 0.085 cumecs. Thus, an outlet is like a head regulator for field channel.
Requirements of a good Outlet:
i. It should be simple in design with no moving parts, in construction and
maintenance.
ii. It should be strong and durable.
iii. It should not be easily tampered with by the cultivators, but if tampered
with it should be easily detected.
iv. It should be worked efficiently with a small working head.
v. For proper distribution of water the outlet should draw proportionately
more or less discharge with the varying supply I the distributing channel.