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.
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.
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.
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.
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.
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.
Okay, let me solve this step-by-step:
Given:
Discharge of canal (Q) = 50 cumec
Let's assume:
Bed width (B) = x meters
Depth of water (D) = y meters
Cross-sectional area (A) = B*D + 1.5D^2
Wetted perimeter (P) = B + 3.6D
Hydraulic mean depth (R) = A/P
From the economical section condition:
R = D/2
Equating the two expressions of R and solving:
(B*D + 1.5D^2) / (B + 3
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.
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.
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.
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.
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.
Okay, let me solve this step-by-step:
Given:
Discharge of canal (Q) = 50 cumec
Let's assume:
Bed width (B) = x meters
Depth of water (D) = y meters
Cross-sectional area (A) = B*D + 1.5D^2
Wetted perimeter (P) = B + 3.6D
Hydraulic mean depth (R) = A/P
From the economical section condition:
R = D/2
Equating the two expressions of R and solving:
(B*D + 1.5D^2) / (B + 3
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.
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.
This presentation is covered topic of cross drainage work. In which topics necessity of Cross drainage structures, their types and selection,
comparative merits and demerits, design of
various types of cross-drainage structure:aqueducts, siphon aqueduct, super passage
siphon, level crossing and other types covered.
Gravity dams are structures designed so that their own weight resists external forces. Concrete is the preferred material. Forces acting on the dam include water pressure, uplift pressure, earthquake forces, silt pressure, wave pressure, and ice pressure. The dam's weight counters these forces. Dams are checked when full and empty, accounting for load combinations. Gravity dams can fail due to overturning, crushing, tension cracks, or sliding along foundation planes. Design aims to prevent failure from these modes.
Diversion headworks are structures constructed across rivers to raise water levels and divert water into canals. They have several purposes, including increasing the commanded area, regulating water supply to canals, and controlling silt entry. There are two types - temporary and permanent. Key components include weirs/barrages, under sluices, divide walls, fish ladders, and head regulators. The optimal location depends on the river's characteristics, balancing factors like water availability, construction costs, and proximity to agricultural land.
The document describes the components and purposes of weirs and barrages. Weirs and barrages are solid structures built across rivers to raise water levels and divert water into canals. The main differences are that barrages use gates to regulate flow, while weirs use crest height. Barrages are more expensive than weirs. The structures are used to control water levels and flows, prevent flooding, divert water, and train rivers to reduce impacts on canal headworks. Key components include the main body, divide wall, under sluices, fish ladder, sheet piles, apron, and river training works.
Lacey's regime theory states that the dimensions and slope of a channel are uniquely determined by the discharge, silt load, and erodibility of the soil material. A channel is in regime if there is no scouring or silting. Lacey proposed equations to calculate parameters like velocity, slope, and dimensions based on variables like discharge, silt factor, and side slopes. The theory has limitations as the conditions of true regime cannot be achieved and parameters like silt grade/load are not clearly defined. Lacey also developed shock theory accounting for form resistance due to bed irregularities.
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.
A weir is a solid structure built across a river to raise the water level and divert water into canals. There are different types of weirs including masonry weirs with vertical drops, rock fill weirs with sloping aprons, and concrete weirs with downstream slopes. Weirs can fail due to subsurface piping, uplift pressure, surface water suction or scouring. Remedies include installing sheet piles and ensuring sufficient floor thickness and length. A barrage is similar to a weir but uses gates rather than a solid structure to control water levels. Barrages are more expensive than weirs but allow better control of water levels and less silting during floods by raising the gates.
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.
1. Dams are constructed across rivers to store flowing water and come in various types like earth, rockfill, gravity, steel, timber and arch dams. The selection of dam type depends on site conditions like topography, geology and availability of construction materials.
2. Gravity dams derive their strength from their weight and weight of water pressure pushing them into the ground. They are made of concrete or masonry and work by balancing the water pressure on upstream side with weight and pressure on downstream side.
3. Factors considered in gravity dam design include water pressure, seismic forces, uplift pressure, weight of dam, and ensuring stability against sliding, overturning and cracking. Galleries are provided for drainage,
This document provides an overview of reservoir planning and surveys. It discusses the different types of reservoirs and surveys conducted in reservoir planning, including reconnaissance, preliminary, and detailed surveys. Key steps in reservoir planning include engineering, hydrological, and geological surveys to identify suitable dam sites and storage capacity. Control levels like top bund level, high flood level, and full tank level are also discussed. Factors affecting silting and methods to control silting are outlined. The document provides details on various stages of reservoir planning and development.
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.
WEIRS VERSUS BERRAGE
TYPES OF WEIRS
COMPONENT PARTS OF A WEIR
CAUSES OF FAILURE OF WEIRS & THEIR REMEDIES
DESIGN CONSIDERATIONS
DESIGN FOR SURFACE FLOW
DESIGN OF BARRAGE OR WEIR
River training structures are used to guide and direct river flow, regulate the river bed, and increase water depth. The objectives are to provide safe passage for floods, prevent river bank erosion, improve channel alignment, and efficiently transport sediment. Common structures include embankments, guide banks, groynes, cutoffs, pitched islands, and bandalling. Groynes can be impermeable or permeable, classified based on their height, functions like attracting or repelling flow, and some have special designs like T-heads or hockey shapes.
This document discusses canal irrigation and diversion head works. It begins by defining a canal as an artificial channel constructed to carry water from a river, tank, or reservoir to fields. Canals are classified based on their source of supply, financial output, function, and boundary surface. Unlined canals are designed using either Kennedy's Theory from 1895 or Lacey's Theory from 1939. Kennedy's Theory is based on experiments observing eddy formation and silt suspension. Lacey's Theory considers drawbacks of Kennedy's Theory and designs for regime conditions. Both theories use empirical formulae and have limitations in achieving true regime conditions and defining characteristics precisely.
This document provides an overview of irrigation engineering. It discusses the necessity of irrigation due to factors like insufficient rainfall and uneven distribution. It describes different types of irrigation systems including flow irrigation, lift irrigation, and storage irrigation. It also defines important terms used in irrigation like duty, delta, command area. The document outlines the benefits of irrigation such as increased crop yields and prosperity of farmers. It also notes some ill effects like raising water tables and creating breeding grounds for mosquitoes. Overall, the document provides a broad introduction to key concepts in irrigation engineering.
The document discusses and compares the theories of Kennedy and Lacey regarding stable channel design for irrigation canals. Kennedy's theory is based on the concept of critical velocity to prevent silting, while Lacey's regime theory differentiates between true, initial, and final regimes and introduces the concept of a silt factor. The key differences between the two theories are also summarized.
This document discusses types of hydraulic jumps that can occur when upstream flow is supercritical, and describes how stilling basins are used to initiate jumps to dissipate energy without downstream damage. It notes that the "steady jump" type is best for design when the Froude number is between 4.5 and 9.0. Stilling basins use structures like baffle blocks to stabilize the jump position and control the jump. The length and design of the stilling basin depends on factors like the jump length and surface profile which relate to the upstream Froude number and flow velocity.
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.
MODULE 4 REGULATING AND CROSS DRAINAGE WORKS.pptxSilasChaudhari
Canal regulation works include structures used to regulate flow in canals such as canal falls, regulators, escapes, outlets, and flumes. Canal falls are used when the natural ground slope is steeper than the canal design slope. They lower the canal bed level in steps to maintain the design slope. Common types of canal falls include ogee falls, stepped falls, and vertical falls. Canal regulators are used to control flow in main canals and distributaries. Cross regulators are located downstream of off-takes to control flow to off-taking canals. Canal escapes remove surplus water from canals. Cross-drainage works are structures built where canals cross natural drainages to allow separate flow of canal and drainage waters
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.
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.
This presentation is covered topic of cross drainage work. In which topics necessity of Cross drainage structures, their types and selection,
comparative merits and demerits, design of
various types of cross-drainage structure:aqueducts, siphon aqueduct, super passage
siphon, level crossing and other types covered.
Gravity dams are structures designed so that their own weight resists external forces. Concrete is the preferred material. Forces acting on the dam include water pressure, uplift pressure, earthquake forces, silt pressure, wave pressure, and ice pressure. The dam's weight counters these forces. Dams are checked when full and empty, accounting for load combinations. Gravity dams can fail due to overturning, crushing, tension cracks, or sliding along foundation planes. Design aims to prevent failure from these modes.
Diversion headworks are structures constructed across rivers to raise water levels and divert water into canals. They have several purposes, including increasing the commanded area, regulating water supply to canals, and controlling silt entry. There are two types - temporary and permanent. Key components include weirs/barrages, under sluices, divide walls, fish ladders, and head regulators. The optimal location depends on the river's characteristics, balancing factors like water availability, construction costs, and proximity to agricultural land.
The document describes the components and purposes of weirs and barrages. Weirs and barrages are solid structures built across rivers to raise water levels and divert water into canals. The main differences are that barrages use gates to regulate flow, while weirs use crest height. Barrages are more expensive than weirs. The structures are used to control water levels and flows, prevent flooding, divert water, and train rivers to reduce impacts on canal headworks. Key components include the main body, divide wall, under sluices, fish ladder, sheet piles, apron, and river training works.
Lacey's regime theory states that the dimensions and slope of a channel are uniquely determined by the discharge, silt load, and erodibility of the soil material. A channel is in regime if there is no scouring or silting. Lacey proposed equations to calculate parameters like velocity, slope, and dimensions based on variables like discharge, silt factor, and side slopes. The theory has limitations as the conditions of true regime cannot be achieved and parameters like silt grade/load are not clearly defined. Lacey also developed shock theory accounting for form resistance due to bed irregularities.
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.
A weir is a solid structure built across a river to raise the water level and divert water into canals. There are different types of weirs including masonry weirs with vertical drops, rock fill weirs with sloping aprons, and concrete weirs with downstream slopes. Weirs can fail due to subsurface piping, uplift pressure, surface water suction or scouring. Remedies include installing sheet piles and ensuring sufficient floor thickness and length. A barrage is similar to a weir but uses gates rather than a solid structure to control water levels. Barrages are more expensive than weirs but allow better control of water levels and less silting during floods by raising the gates.
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.
1. Dams are constructed across rivers to store flowing water and come in various types like earth, rockfill, gravity, steel, timber and arch dams. The selection of dam type depends on site conditions like topography, geology and availability of construction materials.
2. Gravity dams derive their strength from their weight and weight of water pressure pushing them into the ground. They are made of concrete or masonry and work by balancing the water pressure on upstream side with weight and pressure on downstream side.
3. Factors considered in gravity dam design include water pressure, seismic forces, uplift pressure, weight of dam, and ensuring stability against sliding, overturning and cracking. Galleries are provided for drainage,
This document provides an overview of reservoir planning and surveys. It discusses the different types of reservoirs and surveys conducted in reservoir planning, including reconnaissance, preliminary, and detailed surveys. Key steps in reservoir planning include engineering, hydrological, and geological surveys to identify suitable dam sites and storage capacity. Control levels like top bund level, high flood level, and full tank level are also discussed. Factors affecting silting and methods to control silting are outlined. The document provides details on various stages of reservoir planning and development.
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.
WEIRS VERSUS BERRAGE
TYPES OF WEIRS
COMPONENT PARTS OF A WEIR
CAUSES OF FAILURE OF WEIRS & THEIR REMEDIES
DESIGN CONSIDERATIONS
DESIGN FOR SURFACE FLOW
DESIGN OF BARRAGE OR WEIR
River training structures are used to guide and direct river flow, regulate the river bed, and increase water depth. The objectives are to provide safe passage for floods, prevent river bank erosion, improve channel alignment, and efficiently transport sediment. Common structures include embankments, guide banks, groynes, cutoffs, pitched islands, and bandalling. Groynes can be impermeable or permeable, classified based on their height, functions like attracting or repelling flow, and some have special designs like T-heads or hockey shapes.
This document discusses canal irrigation and diversion head works. It begins by defining a canal as an artificial channel constructed to carry water from a river, tank, or reservoir to fields. Canals are classified based on their source of supply, financial output, function, and boundary surface. Unlined canals are designed using either Kennedy's Theory from 1895 or Lacey's Theory from 1939. Kennedy's Theory is based on experiments observing eddy formation and silt suspension. Lacey's Theory considers drawbacks of Kennedy's Theory and designs for regime conditions. Both theories use empirical formulae and have limitations in achieving true regime conditions and defining characteristics precisely.
This document provides an overview of irrigation engineering. It discusses the necessity of irrigation due to factors like insufficient rainfall and uneven distribution. It describes different types of irrigation systems including flow irrigation, lift irrigation, and storage irrigation. It also defines important terms used in irrigation like duty, delta, command area. The document outlines the benefits of irrigation such as increased crop yields and prosperity of farmers. It also notes some ill effects like raising water tables and creating breeding grounds for mosquitoes. Overall, the document provides a broad introduction to key concepts in irrigation engineering.
The document discusses and compares the theories of Kennedy and Lacey regarding stable channel design for irrigation canals. Kennedy's theory is based on the concept of critical velocity to prevent silting, while Lacey's regime theory differentiates between true, initial, and final regimes and introduces the concept of a silt factor. The key differences between the two theories are also summarized.
This document discusses types of hydraulic jumps that can occur when upstream flow is supercritical, and describes how stilling basins are used to initiate jumps to dissipate energy without downstream damage. It notes that the "steady jump" type is best for design when the Froude number is between 4.5 and 9.0. Stilling basins use structures like baffle blocks to stabilize the jump position and control the jump. The length and design of the stilling basin depends on factors like the jump length and surface profile which relate to the upstream Froude number and flow velocity.
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.
MODULE 4 REGULATING AND CROSS DRAINAGE WORKS.pptxSilasChaudhari
Canal regulation works include structures used to regulate flow in canals such as canal falls, regulators, escapes, outlets, and flumes. Canal falls are used when the natural ground slope is steeper than the canal design slope. They lower the canal bed level in steps to maintain the design slope. Common types of canal falls include ogee falls, stepped falls, and vertical falls. Canal regulators are used to control flow in main canals and distributaries. Cross regulators are located downstream of off-takes to control flow to off-taking canals. Canal escapes remove surplus water from canals. Cross-drainage works are structures built where canals cross natural drainages to allow separate flow of canal and drainage waters
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 falls are vertical drops constructed in canals when the natural ground slope is steeper than the designed canal slope. They allow the canal slope to be maintained without excessive filling. Different types of canal falls include ogee falls with gradual convex/concave surfaces, rapid falls with long sloping walls, stepped falls with vertical steps, and vertical falls where water falls into a cistern below. The type of fall used depends on the ground conditions and needed slope adjustment. Falls dissipate energy and protect canal beds and sides from erosion.
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.
Canal regulation works are structures constructed to regulate water flow in canals. This document discusses various types of canal regulation works including canal falls. Canal falls are constructed across canals to lower the water level and dissipate excess energy when the natural ground slope is steeper than the canal design slope. Different types of falls are discussed such as ogee falls, rapid falls, stepped falls, and others; each has a distinct design to best suit different ground level conditions and dissipate water energy. Proper construction of falls is necessary for efficient and safe operation of irrigation canals.
This presentation covered Diversion head work topic. Details topics selection of the suitable site for the
diversion headwork- different parts of
diversion headwork- Causes of failure of
structure on pervious foundation- Khosla’s
theory- Design of concrete sloping glacis weir covered.
spillway,types of spillways,
Design principles of Ogee spillways ,Spillway gates. Energy
Dissipaters and Stilling Basins Significance of Jump Height Curve and Tail Water Rating
Curve,
USBR and Indian types of Stilling Basins.
The document discusses the components and objectives of diversion headworks. The key components include weirs or barrages, canal head regulators, divide walls, fish ladders, scouring sluices, silt excluders, and guide banks. The objectives are to raise water levels, control silt entry and deposition, and regulate water flow levels throughout the year. Site selection considerations and causes of failure on permeable foundations are also summarized.
The document discusses different types of canal regulation structures used to control water flow and levels in canals. It describes canal falls/drops, which regulate water supply levels when there is a change in canal bed elevation. Distributary head regulators control water supply to off-taking channels, while cross regulators control water levels and downstream discharge. Canal escapes dispose of excess water during heavy rains and canal outlets connect watercourses to distributary channels. Specific types of falls discussed include ogee, rapid, stepped, notch, and vertical drop falls. Design considerations for cross regulators and distributary head regulators include crest length, cutoff depths, and equations to calculate design discharge and head over the regulator.
Diversion headworks are structures constructed at the head of a canal to divert river water into the canal. Their objectives are to raise the water level, form water storage, control silt entry and deposition, and regulate water level fluctuations. Key components include a weir or barrage, canal head regulator, divide wall, fish ladder, scouring sluices, silt excluder, silt ejector, and marginal embankments. Together, these structures divert and regulate river flow into the canal while attempting to minimize silt accumulation and allow fish passage.
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 diversion head works for canals. It defines diversion head works as structures constructed at the head of a canal to divert river water into the canal. The objectives are to raise the water level and regulate supply. Common structures include weirs and barrages. Weirs raise water level using a raised crest, while barrages use gates to pond water. Other components are under-sluices, divide walls, river training works, and canal head regulators which control water flow into the canal. Careful site selection considers factors like river characteristics, land use, and material availability.
This presentation discusses different types of spillways used in dam structures. Spillways are needed to safely discharge water from the reservoir during floods to prevent overtopping of the dam. The main types discussed are chute, shaft, saddle, and side channel spillways. Chute spillways convey water down an excavated open channel with a steep slope. Shaft spillways allow water to pass through a vertical shaft and horizontal conduit below the dam. Saddle spillways use natural depressions as spillway routes. Side channel spillways route flood water parallel to the dam.
This document provides information on canal irrigation systems. It discusses the various components of canal distribution systems including main canals, branch canals, distributaries, minors, and watercourses. It also describes canal structures like regulators, river training works, and different types of canal falls used to change the water level. The key purpose of the document is to outline the design and components of canal irrigation networks for transporting water from its source to agricultural fields.
The document discusses the types, location, and components of diversion head works. There are two types of diversion head works - temporary and permanent. Permanent diversion head works consist of structures like weirs or barrages built across rivers to raise water levels and divert water into canals. Key components include the weir/barrage, undersluices, divide wall, fish ladder, canal head regulator, and river training works. The site selection considers factors such as river characteristics, cost, accessibility, and potential impacts.
Spillways are structures used to release surplus flood waters from a reservoir in a controlled manner. The main types of spillways include ogee or overflow spillways, chute spillways, morning glory spillways, and siphon spillways. To determine spillway capacity, engineers study past flood data and rainfall records to calculate the maximum probable flood, then add a margin of safety like 25%. This establishes the required discharge capacity. Energy dissipators like stilling basins are also important to safely discharge flood waters downstream.
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
Suicide Prevention through Architecture (Building) and City PlanningGAURAV. H .TANDON
Suicide Prevention through Architecture (Building) and City Planning
Accessing The Potentials Of CPTED Principles In Addressing Safety Concerns Of Suicide Prevention In City Planning
Suicide Prevention through Architecture (Building) and City PlanningGAURAV. H .TANDON
Suicide Prevention through Architecture (Building) and City Planning
Accessing The Potentials Of CPTED Principles In Addressing Safety Concerns Of Suicide Prevention In City Planning
Digital Detoxing in Smart Cities.
Digital Detox for Sustainability: Unplugging/Redesigning technologies of Smart Cities for a Sustainable Future
“How a small Village in Maharashtra, India teaching importance of Digital detoxing to Mega Smart cities of India”
Digital Detoxing in Smart Cities
Digital Detox for Sustainability: Unplugging/Redesigning technologies of Smart Cities for a Sustainable Future
“How a small Village in Maharashtra, India teaching importance of Digital detoxing to Mega Smart cities of India”
The document discusses the importance of premarital screening or testing before marriage. It explains that premarital screening involves testing prospective spouses for infectious diseases, genetic disorders, and compatibility to help ensure a healthy marriage and family. Compatibility is assessed through both traditional Indian kundli matching of astrological charts as well as modern medical testing. While kundli matching provides useful information, medical screening can detect diseases and identify health risks that could impact a couple's well-being and ability to have children. The document recommends couples undergo premarital screening through blood tests, physical exams, and counseling to aid in informed decision making.
A polymath is defined as a person with expertise in various fields of science, humanities, and the arts. Historically, polymaths included great Renaissance thinkers like Leonardo da Vinci and Benjamin Franklin who made significant contributions across multiple disciplines. Nowadays, it is difficult to find true polymaths due to the ever-increasing specialization of knowledge. However, the document outlines characteristics of polymaths such as cultivating curiosity, multiple passions and interests, and not worrying about perfection in order to bring back the Renaissance ideal of a well-rounded thinker.
Godfather-like figures organize complex crash for cash schemes involving staged, induced, and ghost crashes to fraudulently obtain insurance payouts. They recruit drivers, passengers, and professional enablers like doctors and repair shops to carry out the schemes, which can net up to £30,000 per crash. The schemes cost insurers millions each year and ultimately increase premiums for all policyholders.
The document discusses arguments for and against lowering the minimum voting age. It notes that while most countries have the age set at 18, some have it as low as 16. Advocates argue that 16-year-olds have adult responsibilities and should have a say, and research shows lower ages increase youth participation without lowering vote quality. However, others argue younger people lack maturity. Countries experimenting with lower ages often do so incrementally. Overall it is a complex debate that intersects with issues of children's rights.
The document provides an overview of the ecological footprint concept. It defines ecological footprint as a method that measures human demand on nature against the Earth's biological capacity to regenerate resources and absorb waste. Key points include:
- Humanity's ecological footprint has exceeded the Earth's biocapacity since the 1970s, meaning more than 1 Earth is needed each year to replenish what is used.
- The ecological footprint is calculated by adding up the productive land and sea area required to produce the resources an individual, group, or activity consumes and absorb their waste, expressed in global hectares.
- Many countries and individuals have an ecological deficit, using more than what local ecosystems can regenerate.
Urban Heat Island Effect occurs when urban areas become significantly warmer than surrounding rural areas due to human activities and infrastructure that replace open land and vegetation. Impervious surfaces like concrete and asphalt absorb and re-emit more solar radiation than natural landscapes, causing surface and ambient air temperatures to increase in cities. Additional factors like reduced evapotranspiration from plants, waste heat from energy usage, and decreased wind speed between buildings exacerbate the higher temperatures. As temperatures rise, greater air conditioning usage produces more waste heat in a self-perpetuating cycle of increasing the Urban Heat Island Effect.
Communication is the exchange of information between individuals through a common system of symbols, signs or behavior. It involves five main steps - ideation, encoding, transmission, decoding and response. Communication can occur through different levels like interpersonal, group, organizational and mass communication. Effective communication requires good command over language and follows certain characteristics. Technical communication is more formal in style and involves technical vocabulary or graphics. It plays a pivotal role in organizations and their success depends on quality information flow. Some important books and Ted talks on developing strong communication skills are also mentioned.
The unethical practice of gift giving to doctors by pharma companiesGAURAV. H .TANDON
The document discusses the unethical practice of pharmaceutical companies giving gifts to doctors in various countries. It notes that while informing doctors about new drugs is acceptable, gifts can influence prescribing behaviors and create conflicts of interest. Regulations in countries like Bangladesh, Australia, China, India, Indonesia, Japan, Malaysia, the Philippines, Singapore, and Vietnam prohibit or limit such gifts. The document calls for India's government to implement uniform marketing codes for pharmaceutical companies to restrict unethical practices like bribing doctors with foreign trips, phones, or other incentives.
The document discusses the concepts of compassionate cities and urban loneliness. It defines compassion and describes how living alone in cities can cause loneliness, especially among the elderly. It suggests ways for urban planners to address this issue, such as creating more green spaces for social interaction and improving transportation infrastructure to encourage community. The goal is to make cities places where compassion for all residents is a priority and people care for one another's well-being. The Charter for Compassion aims to promote compassion as a core value globally.
Copper has natural antimicrobial properties that have been exploited for centuries. It kills bacteria, viruses, and fungi through mechanisms like oxidative stress and damage to cell membranes and proteins. Recent clinical studies show copper alloys reduce bacterial contamination on high-touch surfaces in hospitals by 90-100% compared to other materials like stainless steel. The EPA has approved copper alloys as antimicrobial materials due to their ability to reduce MRSA and E. coli levels by over 99.9% within 2 hours of contact under laboratory conditions. However, while copper was widely used historically, other modern materials have replaced it despite its benefits for infection control.
The Liuzhou Forest City in China will be the world's first forest city, where all buildings are covered in greenery. Designed by Stefano Boeri Architetti, the city will house 30,000 inhabitants in buildings surrounded by over 40,000 trees and 1 million plants. The extensive greenery is intended to absorb air pollutants and carbon emissions while producing oxygen. In addition to environmental benefits, the forest city aims to be self-sufficient through geothermal and solar energy use. Construction is slated to begin in 2020.
Automotive vehicles are increasingly automated and connected to wireless networks, leaving them vulnerable to remote hacking attacks. Security researchers have demonstrated how hackers could potentially access a vehicle's internal computer systems to disable brakes or engine controls from a distance. Recent studies show many modern vehicles built after 2005 are at risk if automakers do not address vulnerabilities in wireless infotainment and connectivity systems that could allow unauthorized remote access and control over critical functions.
Collusion and Fraud Detection on Electronic Energy Meters GAURAV. H .TANDON
The document discusses collusion and fraud detection related to smart energy meters. It covers topics such as collusion, which involves secret cooperation to deceive others; electricity theft; advanced metering infrastructure; reasons for electricity theft; legal aspects; safety and economic impacts of theft; and techniques for theft. The key points are that collusion aims to limit competition through deception, modern meters allow remote monitoring but lack of trust remains a barrier, and electricity theft endangers safety, harms economics, and is considered a legal issue.
Smart buildings use automated systems and sensors to control operations like HVAC, lighting, and security. However, connecting these systems also introduces cybersecurity vulnerabilities. As buildings add more internet-connected devices, they provide more entry points for hackers to potentially access sensitive building systems and data. Cyber criminals are increasingly targeting smart buildings due to their growth and interconnected nature, which could allow access to security cameras, elevators, and other building operations if networks are breached.
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.
This is an overview of my current metallic design and engineering knowledge base built up over my professional career and two MSc degrees : - MSc in Advanced Manufacturing Technology University of Portsmouth graduated 1st May 1998, and MSc in Aircraft Engineering Cranfield University graduated 8th June 2007.
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.
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2. Syllabus
• 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.
3. What is Canal Fall?
• Whenever the available natural ground slope
is steep than the designed bed slope of the
channel, the difference is adjusted by
constructing vertical ‘falls’ or ‘drops’ in the canal
bed at suitable intervals, as shown in figure
below. Such a drop in a natural canal bed will
not be stable and, therefore, in order to retain
this drop, a masonry structure is constructed.
Such a structure is called a Canal Fall or a
Canal drop.
5. Canal Fall
Irrigation canals are designed for a prescribed bed
slope so that velocity becomes non silting or non
scouring. But if the ground topography is such that in
order to maintain the canal designed slope, indefinite
filling from falling ground level is to be made. This
indefinite filling is avoided by constructing a hydraulic
structure in the place of sudden bed level. This
hydraulic structure is called canal fall or drop. Beyond
the canal fall, canal again maintains its designed slope.
6. Canal Fall
• Thus, a canal fall or drop is an irrigation structure
constructed across a canal to lower down its bed
level to maintain the designed slope when there is a
change of ground level to maintain the designed
slope when there is change of ground level. This
falling water at the fall has some surplus energy. The
fall is constructed in such a way that it can destroy
this surplus energy.
7. Necessity of Canal Falls
• When the slope of the ground suddenly changes
to steeper slope, the permissible bed slope can
not be maintained. It requires excessive
earthwork in filling to maintain the slope. In such
a case falls are provided to avoid excessive earth
work in filling
9. Necessity of Canal Falls
• When the slope of the ground is more or
less uniform and the slope is greater than
the permissible bed slope of canal.
10. Necessity of Canal Falls
• In cross-drainage works, when the difference
between bed level of canal and that of
drainage is small or when the F.S.L of the
canal is above the bed level of drainage
then the canal fall is necessary to carry the
canal water below the stream or drainage.
12. Types of Canal Fall
• Depending on the ground level conditions and shape
of the fall the various types of fall are:
Ogee Fall
• The ogee fall was constructed by Sir Proby Cautley on
the Ganga Canal. This type of fall has gradual convex
and concave surfaces i.e. in the ogee form. The gradual
convex and concave surface is provided with an aim
to provide smooth transition and to reduce
disturbance and impact. A hydraulic jump is formed
which dissipates a part of kinetic energy. Upstream
and downstream of the fall is provided by Stone
Pitching.
14. Types of Canal Fall
Stepped Fall
• It consists of a series of vertical drops in the form of
steps. This steps is suitable in places where sloping
ground is very long and require a long glacis to
connect the higher bed level u/s with lower bed level
d/s. it is practically a modification of rapid fall. The
sloping glacis is divided into a number drops to bring
down the canal bed step by step to protect the canal
bed and sides from damage by erosion. Brick walls are
provided at each drop. The bed of the canal within the
fall is protected by rubble masonry with surface
finishing by rich cement mortar.
16. Types of Canal Fall
Vertical Fall (Sarda Fall)
• In the simple type, canal u/s bed is on the level of
upstream curtain wall, canal u/s bed level is
below the crest of curtain wall. In both the cases,
a cistern is formed to act as water cushion. Floor
is made of concrete u/s and d/s side stone
pitching with cement grouting is provided. This
type of fall is used in Sarda Canal UP and
therefore, it is also called Sarda Fall.
18. Types of Canal Fall
Rapid Fall
• When the natural ground level is even and
rapid, this rapid fall is suitable. It consists of
long sloping glacis. Curtain walls are
provided on both u/s and d/s sides. Rubble
masonry with cement grouting is provided
from u/s curtain wall to d/s curtain wall.
Masonry surface is finished with a rich
cement mortar.
20. Types of Canal Fall
Straight Glacis Fall
• It consists of a straight glacis provided with a
crest wall. For dissipation of energy of flowing
water, a water cushion is provided. Curtain
walls are provided at toe and heel. Stone
pitching is required at upstream and
downstream of the fall.
22. Types of Canal Fall
Trapezoidal Notch Fall
• It was designed by Reid in 1894. In this type a
body or foundation wall across the channel
consisting of several trapezoidal notches between
side pier and intermediate pier is constructed.
The sill of the notches are kept at upstream bed
level of the canal. The body wall is made of
concrete. An impervious floor is provided to
resist the scouring effect of falling water.
Upstream and downstream side of the fall is
protected by stone pitching finished with cement
grouting
24. Types of Canal Fall
Well or Cylinder Notch Fall
• In this type, water of canal from higher level
is thrown in a well or a cylinder from where
it escapes from bottom. Energy is dissipated in
the well in turbulence. They are suitable for
low discharges and are economical also.
25. Types of Canal Fall
Montague Type Fall
• In the straight glacis type profile, energy
dissipation is not complete. Therefore,
montague developed this type of profile
where energy dissipation takes place. His
profile is parabolic and is given by the
following equation,
28. Types of Canal Fall
Inglis or Baffle Fall
• Here glacis is straight and sloping, but baffle
wall provided on the downstream floor
dissipate the energy. Main body of glacis is
made of concrete. Curtain walls both at toe
and heel are provided. Stone pitching are
essential both at u/s and d/s ends
30. Canal Escape
• It is a side channel constructed to remove
surplus water from an irrigation channel (main
canal, branch canal, or distributary etc.) into a
natural drain.
• The water in the irrigation channel may become
surplus due to -
• Mistake
• Difficulty in regulation at the head
• Excessive rainfall in the upper reaches
• Outlets being closed by cultivators as they find
the demand of water is over
31. Canal Escape
• It is the structure required to dispose of surplus or
excess water from canal from time to time. Thus, a
canal escape serves as safety valve for canal system. It
provides protection to the canal from possible damage
due to excess supply which may be due to mistake in
releasing water at head regulator or heavy rainfall
that makes sudden regular demand of water. The
excess supply makes the canal banks vulnerable to
failure due to overtopping or dangerous leaks.
Therefore, provision for disposing this surplus water
in form of canal escapes at suitable intervals along the
canal is essential. Moreover emptying canal for repair
and maintenance and removal of sediment deposited
in the canal can also be achieved with the help of
canal escapes.
32. Escapes are usually of the following
three types.
Surplus Escape
• It is also called regulator type. In this type sill
of the escape is kept at canal bed level and the
flow is controlled by a gate. This type of
escapes are preferred now-a-days as they
give better control and can be used for
employing the canal for maintenance.
35. Escapes are usually of the following
three types.
Tail Escape
• A tail escape is provided at the tail end of the
canal and is useful in maintaining the
required FSL in the tail reaches of the canal
and hence, they are called tail escape.
37. Escapes are usually of the following
three types.
Scouring Escape
• This escape is constructed for the purpose of scouring
of excess silt deposited in the head reaches from time
to time. Hence, it is called scouring escape. Here the
sill of the regulator is kept at about 0.3 m below the
canal bed level at escape site. When deposited silt to be
scoured, a higher discharge than the FSL is allowed to
enter the canal from the head works. The gate of the
escape is raised so as to produce scouring velocity
which remove the deposited silt. This type of Escape
has become obsolete as silt ejector provided in the
canal can produce better efficiency.
39. Head Regulator
• Regulators Constructed at the off taking point are called head
regulators. When it is constructed at the head of main canal it
is known as canal head regulator. And when it is constructed
at the head of distributary, it is called distributary head
regulator.
• Function:
• To control the entry of water either from the reservoir or
from the main canal.
• To control the entry of silt into off taking or main canal.
• To serve as a meter for measuring discharge of water.
40. Head Regulator
• Construction: The components of head regulator
depends upon the size of canal and location of head
regulator. It consists of one or more gated research
openings with barrels running through the bank.
For large canals head regulators are flumed to
facilitate the measurement of discharge.
42. Cross Regulator
• Cross Regulator
• A Regulator Constructed in the main canal or parent
canal downstream of an off take canal is called cross-
regulator.
• It is generally constructed at a distance of 9 to 12 km
along the main canal and 6 to 10 km along branch
canal.
• Functions:
• (i) To Control the flow of water in canal system
• (ii) To feed the off taking Canals
• (iii) To enable closing of the canal breaches on the d/s
• (iv) To provide roadway for vehicular traffic
44. Cross Regulator
Construction: For Cross Regulators abutments
with grooves and piers are constructed parallel
to the parent canal. The sill of regulation is kept
little higher than the u/s bed level of canal
across which it is constructed. Vertical lift gates
are fitted in the grooves. The gates can be
operate from the road.
49. Silt Control Devices
• Scouring Sluices or Under sluices, silt pocket and silt
excluders
• The above three components are employed for silt
control at the head work. Divide wall creates a silt
pocket. Silt excluder consists of a number under
tunnels resting on the floor pocket. Top floor of the
tunnel is at the level of sill of the head regulator.
• Various tunnels of different lengths are made. The
tunnel near the head regulator is of same length of
head regulator and successive tunnels towards the
divide wall are short. Velocity near the silt laden water
is disposed downstream through tunnels and under
sluices.
50. Silt Control Devices
• Silt Excluder: The silt excluder is located on
the u/s of diversion weir and in front of the
head regulator. The object is to remove silt
that has entered in the stilling basin through
scouring sluices.
• Silt Ejector: Silt Ejector is located in the canal
take off from the diversion weir at 6 to 10 km
in the canal reach. It ejects the silt that has
entered in the canal
54. Canal Outlet/modules
• A canal outlet or a module is a small
structure built at the head of the water
course so as to connect it with a minor or a
distributary channel.
• It acts as a connecting link between the
system manager and the farmers.
56. Non-Modular Modules
• Non-modular modules are those through which the
discharge depends upon the head difference
between the distributary and the water course.
Common examples are:
(i) Open sluice
(ii) Drowned pipe outlet
58. Semi-Modules or Flexible modules
• Due to construction, a super-critical velocity is
ensured in the throat and thereby allowing the
formation of a jump in the expanding flume.
• The formation of hydraulic jump makes the outlet
discharge independent of the water level in water
course, thus making it a semi module. Semi-modules
or flexible modules are those through which the
discharge is independent of the water level of the
water course but depends only upon the water level of
the distributary so long as a minimum working head is
available.
• Examples are pipe outlet, open flume type etc.
60. Rigid Modules or Modular Outlets
• Rigid modules or modular outlets are those through
which discharge is constant and fixed within limits,
irrespective of the fluctuations of the water levels of
either the distributary or of the water course or both.
• An example is Gibb’s module:
62. Exam Questions
Dec 2011, June 2012
• What do you understand by a fall in
canal? Why it is necessary?
• What are the functions of a canal head
regulator?
• Explain functions of cross regulator and
distributory head regulator.
• Write a S.N. on Types of Canal Falls
63. References
• Irrigation Engineering
– By Prof N N Basak
– Tata Mcgraw-Hill
• Irrigation Engineering & Hydraulic Structures
– By Prof. Santosh Kumar Garg
– Khanna Publishers
• Internet Websites
• http://www.uap-bd.edu/
• Lecture Notes By: Dr. M. R. Kabir
• Professor and Head, Department of Civil Engineering Department
• University of Asia Pacific (UAP), Dhaka