This presentation contains some of the factors affecting the duty of irrigation water and also the measures to improve the duty. Hope this will found very helpful to you...
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.
This document discusses highway drainage, which involves removing excess surface and subsurface water from the roadway. Proper drainage is important to maintain the stability of the soil subgrade and prevent damage to pavement materials from moisture. The document outlines various methods of surface drainage like side drains and median drainage, as well as sub-surface drainage techniques such as lowering the water table and installing longitudinal drains. It emphasizes the importance of keeping water levels well below the subgrade and discusses special considerations for draining roads constructed in waterlogged areas.
The document discusses causes of failure for weirs and barrages built on permeable foundations, including piping/undermining, uplift pressure, hydraulic jump, and scouring. It explains that piping occurs when water percolates through the foundation and erodes soil particles, creating a hollow channel. Uplift pressure from percolating water can also cause failure if the structure's weight cannot counterbalance it. Hydraulic jump and high-velocity surface flow can produce suction pressures and scour soil. The document recommends increasing the seepage path using sheet piles, increasing floor thickness to resist uplift, and using energy dissipaters and filters to prevent soil loss and structural failure.
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.
Cross section of the canal, balancing depth and canal fslAditya Mistry
1) The document discusses the cross section of irrigation canals, including configurations for cutting, filling, and partial cutting/filling. It describes the main components of a canal cross section such as side slopes, berms, and banks.
2) Balancing depth is defined as the depth of cutting where the quantity of excavated earth equals the amount required to form the canal banks, resulting in the most economical cross section.
3) Canal FSL (Full Supply Level) refers to the normal maximum operating water level of a canal when not affected by floods, corresponding to 100% capacity.
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.
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.
This document discusses highway drainage, which involves removing excess surface and subsurface water from the roadway. Proper drainage is important to maintain the stability of the soil subgrade and prevent damage to pavement materials from moisture. The document outlines various methods of surface drainage like side drains and median drainage, as well as sub-surface drainage techniques such as lowering the water table and installing longitudinal drains. It emphasizes the importance of keeping water levels well below the subgrade and discusses special considerations for draining roads constructed in waterlogged areas.
The document discusses causes of failure for weirs and barrages built on permeable foundations, including piping/undermining, uplift pressure, hydraulic jump, and scouring. It explains that piping occurs when water percolates through the foundation and erodes soil particles, creating a hollow channel. Uplift pressure from percolating water can also cause failure if the structure's weight cannot counterbalance it. Hydraulic jump and high-velocity surface flow can produce suction pressures and scour soil. The document recommends increasing the seepage path using sheet piles, increasing floor thickness to resist uplift, and using energy dissipaters and filters to prevent soil loss and structural failure.
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.
Cross section of the canal, balancing depth and canal fslAditya Mistry
1) The document discusses the cross section of irrigation canals, including configurations for cutting, filling, and partial cutting/filling. It describes the main components of a canal cross section such as side slopes, berms, and banks.
2) Balancing depth is defined as the depth of cutting where the quantity of excavated earth equals the amount required to form the canal banks, resulting in the most economical cross section.
3) Canal FSL (Full Supply Level) refers to the normal maximum operating water level of a canal when not affected by floods, corresponding to 100% capacity.
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.
There are three main modes of failure for earthen dams: hydraulic failure (40%), seepage failure (30%), and structural failure (30%). Hydraulic failures are caused by overtopping, erosion of the downstream toe, or erosion of the upstream or downstream face. Seepage failures occur through concentrated seepage paths that erode soil and cause piping. Structural failures happen due to shear slides in the embankment or foundation, or issues with construction and maintenance such as overly steep slopes. Earthquakes can also induce failures through cracking, overtopping, settlement, shear slides, or liquefaction.
This document contains information about calculating the storage volume of two reservoirs using different methods.
For the first reservoir:
- The storage volume is calculated as 2.5 Mha-m using the cone, prismoidal, and trapezoidal methods based on area-elevation data ranging from 200-300m in 20m intervals.
For the second reservoir:
- The storage volume is calculated as 1.5 Mha-m using the cone, trapezoidal, and prismoidal methods based on area-elevation data including an interpolated value for 270m elevation.
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
This document discusses the various types of failures that can occur in rigid pavements. It identifies 11 common types of failures: 1) faulting, 2) durability cracking, 3) punch-out, 4) corner breaks, 5) linear cracking, 6) shrinkage cracking, 7) polished aggregate, 8) scaling, 9) joint spalling, 10) warping cracks, and 11) pumping. For each failure type, the document describes the causes and potential remedies. The failures generally result from poor material quality, excessive loads, moisture infiltration, temperature changes, and inadequate pavement design or construction. Repairs range from crack sealing to full slab replacement depending on the severity and extent of the damage.
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.
The document discusses different types of pavements. It describes flexible pavements as having multiple layers that distribute loads through aggregate interlock. Rigid pavements distribute loads through the beam strength of concrete slabs. Flexible pavements are composed of surface, base, and sub-base layers over a subgrade, while rigid pavements typically only require a concrete surface layer. Both pavement types are designed to reduce loads from vehicles to prevent damage to the subgrade. The document compares advantages and disadvantages of flexible and rigid pavements.
This document discusses reservoir planning and design. It describes how reservoirs are created by constructing dams across rivers. Investigations including engineering surveys, geological studies, and hydrological analyses are conducted. Reservoirs have different levels like full reservoir level and minimum drawdown level. Storage zones include live, dead, and flood storage. Methods to determine reservoir capacity and yield using mass inflow and demand curves are presented. Factors affecting reservoir sedimentation and management techniques are outlined. Flow routing methods like graphical and trial and error are described to model flood waves passing through reservoirs. Spillway types including free overfall are also summarized.
Design of rigid pavements. IRC method of design of rigid pavement. Transportation Engineering. Civil Engineering. Wheel loads on rigid pavement. Action of various stresses on rigid pavement. Highway engineering. How rigid pavements different from flexible pavements
This document summarizes the procedures for conducting a pile load test to determine the load carrying capacity of a pile. The test involves installing a test pile between two anchor piles and applying incremental loads through a hydraulic jack while monitoring settlement. Loads are applied until the pile reaches twice its safe load or a specified settlement. A load-settlement curve is plotted to determine the ultimate load and safe load based on settlement criteria. The test provides values for maximum load, permissible working load, and pile settlement under different loads.
Donald Burmister developed the two-layer theory in 1943 to model flexible pavement systems. The theory considers the pavement as an elastic layer resting on a semi-infinite elastic subgrade. It assumes the layers are homogeneous, isotropic, and linearly elastic. Stress and deflection at the surface decrease with increasing modulus ratio between the top layer and subgrade. Burmister provided charts to calculate the deflection factor based on modulus ratio and depth ratio, which can then be used to compute surface deflection. The two-layer theory models how layers above the subgrade reduce stress and deflections compared to considering just a single subgrade layer.
This document provides an overview of irrigation engineering. It discusses the definition and necessity of irrigation due to insufficient rainfall. The benefits of irrigation include increased crop yields and economic development, while ill effects can include rising water tables and loss of land. It then covers the history and development of irrigation in India, including the construction of canals and reservoirs. It also classifies irrigation projects and systems, such as major, medium and minor projects, as well as lift and flow irrigation systems. The document concludes by explaining soil water relationships, including water holding capacities, moisture content, and soil water constants like field capacity and wilting point.
Khosla modified Bligh's theory for designing irrigation structures on permeable foundations. Khosla accounted for actual flow patterns below impermeable bases, unlike Bligh. Khosla derived equations to calculate uplift pressures and exit gradients at key points for structures with single or multiple piles. He also defined safe exit gradients and developed a method of independent variables to solve complex profiles by breaking them into simple components and applying corrections. Khosla's theory is now used for designing hydraulic structures on permeable foundations.
This document provides guidelines for designing irrigation channels, including:
1. Typical canal cross-sections, side slopes, berms, freeboard, banks, and other design elements are described.
2. Methods for calculating balancing depth to minimize earthworks and borrow pits are outlined.
3. The design procedure is demonstrated through an example that involves plotting longitudinal sections, calculating discharges and losses, and using Garret's diagram to determine channel dimensions.
This document discusses the importance and methods of highway drainage systems. It explains that highway drainage aims to remove excess surface water and control subsoil water levels to prevent issues like subgrade failure and pavement deterioration. Surface drainage is achieved through cross slopes, ditches, inlets, storm sewers, and culverts to divert water away. Subsurface drainage uses subsurface drains to intercept groundwater and prevent changes in subgrade moisture content. Proper drainage design is an essential part of highway construction.
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.
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 provides information on flexible pavement design and theory. It discusses the typical layers of a flexible pavement including the surface course, base course, and subgrade. It also outlines several factors that affect pavement design such as wheel load, climate, and material characteristics. Additionally, the document examines failures like fatigue cracking and rutting that pavement design aims to prevent. It provides guidance on mechanistic-empirical design as prescribed by the Indian Roads Congress.
This document discusses water requirements for various crops. It provides the delta (total water requirement) for several crops ranging from 30-120 cm. It also lists the irrigation requirements, seed requirements, and average yields for important kharif and rabi crops. It discusses concepts like base period, duty of water, and the relationship between duty, delta, and base period. An example calculates the discharge required at the head of a canal based on the duty, culturable commanded area, and intensity of irrigation for kharif and rabi seasons.
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.
There are three main modes of failure for earthen dams: hydraulic failure (40%), seepage failure (30%), and structural failure (30%). Hydraulic failures are caused by overtopping, erosion of the downstream toe, or erosion of the upstream or downstream face. Seepage failures occur through concentrated seepage paths that erode soil and cause piping. Structural failures happen due to shear slides in the embankment or foundation, or issues with construction and maintenance such as overly steep slopes. Earthquakes can also induce failures through cracking, overtopping, settlement, shear slides, or liquefaction.
This document contains information about calculating the storage volume of two reservoirs using different methods.
For the first reservoir:
- The storage volume is calculated as 2.5 Mha-m using the cone, prismoidal, and trapezoidal methods based on area-elevation data ranging from 200-300m in 20m intervals.
For the second reservoir:
- The storage volume is calculated as 1.5 Mha-m using the cone, trapezoidal, and prismoidal methods based on area-elevation data including an interpolated value for 270m elevation.
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
This document discusses the various types of failures that can occur in rigid pavements. It identifies 11 common types of failures: 1) faulting, 2) durability cracking, 3) punch-out, 4) corner breaks, 5) linear cracking, 6) shrinkage cracking, 7) polished aggregate, 8) scaling, 9) joint spalling, 10) warping cracks, and 11) pumping. For each failure type, the document describes the causes and potential remedies. The failures generally result from poor material quality, excessive loads, moisture infiltration, temperature changes, and inadequate pavement design or construction. Repairs range from crack sealing to full slab replacement depending on the severity and extent of the damage.
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.
The document discusses different types of pavements. It describes flexible pavements as having multiple layers that distribute loads through aggregate interlock. Rigid pavements distribute loads through the beam strength of concrete slabs. Flexible pavements are composed of surface, base, and sub-base layers over a subgrade, while rigid pavements typically only require a concrete surface layer. Both pavement types are designed to reduce loads from vehicles to prevent damage to the subgrade. The document compares advantages and disadvantages of flexible and rigid pavements.
This document discusses reservoir planning and design. It describes how reservoirs are created by constructing dams across rivers. Investigations including engineering surveys, geological studies, and hydrological analyses are conducted. Reservoirs have different levels like full reservoir level and minimum drawdown level. Storage zones include live, dead, and flood storage. Methods to determine reservoir capacity and yield using mass inflow and demand curves are presented. Factors affecting reservoir sedimentation and management techniques are outlined. Flow routing methods like graphical and trial and error are described to model flood waves passing through reservoirs. Spillway types including free overfall are also summarized.
Design of rigid pavements. IRC method of design of rigid pavement. Transportation Engineering. Civil Engineering. Wheel loads on rigid pavement. Action of various stresses on rigid pavement. Highway engineering. How rigid pavements different from flexible pavements
This document summarizes the procedures for conducting a pile load test to determine the load carrying capacity of a pile. The test involves installing a test pile between two anchor piles and applying incremental loads through a hydraulic jack while monitoring settlement. Loads are applied until the pile reaches twice its safe load or a specified settlement. A load-settlement curve is plotted to determine the ultimate load and safe load based on settlement criteria. The test provides values for maximum load, permissible working load, and pile settlement under different loads.
Donald Burmister developed the two-layer theory in 1943 to model flexible pavement systems. The theory considers the pavement as an elastic layer resting on a semi-infinite elastic subgrade. It assumes the layers are homogeneous, isotropic, and linearly elastic. Stress and deflection at the surface decrease with increasing modulus ratio between the top layer and subgrade. Burmister provided charts to calculate the deflection factor based on modulus ratio and depth ratio, which can then be used to compute surface deflection. The two-layer theory models how layers above the subgrade reduce stress and deflections compared to considering just a single subgrade layer.
This document provides an overview of irrigation engineering. It discusses the definition and necessity of irrigation due to insufficient rainfall. The benefits of irrigation include increased crop yields and economic development, while ill effects can include rising water tables and loss of land. It then covers the history and development of irrigation in India, including the construction of canals and reservoirs. It also classifies irrigation projects and systems, such as major, medium and minor projects, as well as lift and flow irrigation systems. The document concludes by explaining soil water relationships, including water holding capacities, moisture content, and soil water constants like field capacity and wilting point.
Khosla modified Bligh's theory for designing irrigation structures on permeable foundations. Khosla accounted for actual flow patterns below impermeable bases, unlike Bligh. Khosla derived equations to calculate uplift pressures and exit gradients at key points for structures with single or multiple piles. He also defined safe exit gradients and developed a method of independent variables to solve complex profiles by breaking them into simple components and applying corrections. Khosla's theory is now used for designing hydraulic structures on permeable foundations.
This document provides guidelines for designing irrigation channels, including:
1. Typical canal cross-sections, side slopes, berms, freeboard, banks, and other design elements are described.
2. Methods for calculating balancing depth to minimize earthworks and borrow pits are outlined.
3. The design procedure is demonstrated through an example that involves plotting longitudinal sections, calculating discharges and losses, and using Garret's diagram to determine channel dimensions.
This document discusses the importance and methods of highway drainage systems. It explains that highway drainage aims to remove excess surface water and control subsoil water levels to prevent issues like subgrade failure and pavement deterioration. Surface drainage is achieved through cross slopes, ditches, inlets, storm sewers, and culverts to divert water away. Subsurface drainage uses subsurface drains to intercept groundwater and prevent changes in subgrade moisture content. Proper drainage design is an essential part of highway construction.
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.
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 provides information on flexible pavement design and theory. It discusses the typical layers of a flexible pavement including the surface course, base course, and subgrade. It also outlines several factors that affect pavement design such as wheel load, climate, and material characteristics. Additionally, the document examines failures like fatigue cracking and rutting that pavement design aims to prevent. It provides guidance on mechanistic-empirical design as prescribed by the Indian Roads Congress.
This document discusses water requirements for various crops. It provides the delta (total water requirement) for several crops ranging from 30-120 cm. It also lists the irrigation requirements, seed requirements, and average yields for important kharif and rabi crops. It discusses concepts like base period, duty of water, and the relationship between duty, delta, and base period. An example calculates the discharge required at the head of a canal based on the duty, culturable commanded area, and intensity of irrigation for kharif and rabi seasons.
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.
Irrigation & Water Requirements of Vegetable Crops munishsharma0255
This document discusses irrigation and water requirements for vegetable crops. It begins by explaining that crop water requirements depend on evapotranspiration and climatic factors, while irrigation requirements also consider the irrigation system and soil characteristics. It then discusses different irrigation methods like surface, drip, sprinkler and central pivot irrigation. It explains that the choice of irrigation method depends on natural conditions, crop type, experience, labor and costs/benefits. The document also provides details on water demands based on crop type, growth stage, soil and season. It outlines critical moisture periods and drought tolerance for various crops.
B Sc Agri II Wmmi U 3 Methods Of IrrigationRai University
The document discusses different methods of irrigation scheduling and surface irrigation techniques. It describes effective rainfall as rainfall available in the plant root zone for growth. Irrigation scheduling is defined as determining frequency of water application based on crop needs and soil properties. Surface irrigation methods discussed include border irrigation, where land is divided into parallel strips separated by ridges, and check basin irrigation, where the field is divided into small, level basins surrounded by ridges to retain water.
The document summarizes various irrigation techniques used in endodontic treatment. It discusses manual techniques like syringe irrigation with needles and brushes. It also covers machine-assisted techniques like rotary brushes, sonic irrigation using devices like the Endoactivator, and ultrasonic irrigation techniques like passive ultrasonic irrigation. Pressure alternation devices like the RinsEndo and EndoVac that use negative pressure are also summarized. The document emphasizes the importance of overcoming the apical vapor lock to achieve thorough irrigation of the entire root canal system.
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.
This document provides an overview of irrigation engineering. It discusses the necessity of irrigation, benefits and ill-effects. It covers types of irrigation systems, soil-water relationships, irrigation development in India, and key concepts like duty and delta. Engineering, agriculture, and management aspects are described. Factors affecting evapotranspiration and methods to measure it are also summarized.
Following slides helps the fresher to understand the aspect of water logging and salinity of the soil and their control and management strategies for sustainable agriculture
There are various irrigation methods that apply water to crops in different ways. The most common methods are surface irrigation, sprinkler irrigation, and subsurface irrigation. Surface irrigation involves flooding fields and makes up about 90% of irrigated areas. Sprinkler irrigation applies water under pressure and is used on about 5% of irrigated land. When choosing an irrigation method, factors like water supply, topography, climate, soils, crops, economics, and local traditions must be considered. Drip irrigation is the most efficient method, applying water directly to plant roots and minimizing losses, making it suitable for water-scarce areas.
This document discusses the design of canals. It defines canals as artificial channels used for navigation or irrigation. There are two main types of canals - aqueducts for water supply and waterways for transportation. Canals are also classified based on their discharge sizes and whether they are lined or unlined. The document outlines the different components of canal systems like main canals, branch canals and distributaries. It describes the common shapes, materials used for lining and advantages of lined canals over unlined ones. Drainage systems are also discussed including surface and subsurface drainage.
An irrigation controller is an essential tool for applying water efficiently and at the right time. Controllers have evolved from mechanical timers to complex computer-based systems that can accurately control water, energy, and chemicals in response to environmental changes. There are two main types of controllers: open loop systems that apply preset actions, and closed loop systems that use feedback from sensors to make decisions and apply them to the irrigation system.
Water logging occurs when excess water at underground levels rises to the surface due to natural flooding, over-irrigation, or inadequate drainage. This displaces air in the soil and changes soil processes, accumulating toxic substances that inhibit plant growth. Water logging can be caused by permanent or periodic submersion of land, heavy rainfall, or artificial irrigation in low-lying areas. It leads to inhibited soil bacteria activity, reduced available water and temperature, and impaired air circulation and increased salt levels in the soil. This delays cultivation, promotes unwanted plant growth, and negatively impacts health. Solutions include improving drainage, reducing water percolation from canals, restricting excess irrigation, and removing obstructions to natural drainage.
water logging and salinity in pakistan by Musadiq Rehmanimusadiqrehmani
The document discusses water logging and salinity issues affecting agriculture in Pakistan. It states that 50% of irrigated lands in Pakistan are affected by water logging and salinity, reducing crop yields and farmer incomes. Drainage systems are needed to control water logging by allowing excess irrigation water to drain away and leach out salts. Biological controls and choosing tolerant crop species can also help reduce the impact of water logging on agricultural production.
Roundabouts are safer than traditional intersections because they reduce conflict points between vehicles. A roundabout has only 8 conflict points compared to 32 in a four-way stop intersection. Roundabouts also decrease vehicle-pedestrian conflicts by having fewer conflict points, 8, than a signalized intersection which has 16 conflict points.
Irrigation methods are classified into four main types: surface irrigation, subsurface irrigation, sprinkler irrigation, and drip irrigation. Surface irrigation includes gravity-fed methods like flood, basin, border, and furrow irrigation. Water is applied to the soil surface and distributed by gravity. Subsurface irrigation involves applying water below the soil surface using trenches or perforated pipes. Sprinkler irrigation simulates natural rainfall by spraying water into the air through nozzles above the crop. Drip irrigation applies water slowly to the soil surface near plants through a network of valves, pipes, tubing, and emitters.
Groundwater is water located beneath the Earth's surface. It is an important natural resource. Groundwater hydrology studies the occurrence, movement, and quality of subsurface water. Porous media such as rocks and unconsolidated deposits allow water to flow through voids and openings in the subsurface. Groundwater exists in saturated and unsaturated zones, with the saturated zone below the water table containing all interconnected voids filled with water. Aquifers are water-bearing formations that can supply usable amounts of groundwater. Properties like porosity, hydraulic conductivity, and storativity help determine how much and how quickly groundwater can flow through the subsurface.
Introduction:
Necessity of irrigation- scope of irrigation engineering- benefits and ill effects of irrigation- irrigation development in India- types of irrigation systems, Soil-water plant relationship: Classification of soil water- soil
moisture contents- depth of soil water available to plants-permanent
and ultimate wilting point
Water requirements of crops:
Depth of water applied during irrigation- Duty of water and deltaimprovement
of duty- command area and intensity of irrigation consumptive use of water and evapotranspiration- irrigation efficiencies- assessment of irrigation water
Alternate wetting and drying (AWD) is an irrigation practice for rice that saves water and reduces greenhouse gas emissions while maintaining yields. It involves periodically drying and re-flooding rice fields. In Bangladesh, boro rice is fully irrigated while aman rice is partly irrigated. Research shows AWD can save 15-30% of the estimated 3,000-5,000 liters of water needed to produce one kilogram of rice, without lowering yields. The practice involves irrigating until the water table is 20cm below ground, then allowing the field to partially dry before re-flooding. This technique is being validated in Bangladesh and could help conserve irrigation water and reduce environmental impacts.
Engineering Irrigation Ch.2 Water Requirement of crops and soil-water relatio...Nasir Ahmad Aryanfar
This document discusses factors affecting crop water requirements and soil water relationships. It provides definitions of important terms related to irrigation engineering. The key factors affecting crop water needs are climate, soil type, method of irrigation, and topography. Soil can hold different types of water, including gravitational, capillary, and hygroscopic water. The relationship between duty, base period, and delta (depth of water applied) is also explained. Different soil types like alluvial, black, and red soils are described based on their formation and water retention properties.
This document discusses water resource management issues related to irrigated agriculture. It notes that competition for limited water supplies is intensifying as populations and economies grow. Despite water shortages, misuse of water is widespread. The largest demand for water globally comes from agriculture, with over two-thirds used for irrigation. Poor irrigation performance and drainage has led to problems like waterlogging and salinization on irrigated lands. Policymakers are looking to agriculture to improve water use efficiency to free up water for other higher-value uses. The document discusses the role of land grading and leveling in irrigated agriculture, outlining different design methods and criteria to create uniform land surfaces that allow for efficient irrigation and drainage.
This document discusses duty of water and delta in irrigation engineering. It defines duty of water as the area irrigated using 1 cumec of continuous water supply. Delta is defined as the total depth of water required by a crop in its base period. Duty is calculated using the formula D=8.64/B(days) * Δ(meters). Several factors that affect duty are discussed such as crop type, irrigation method, soil type, climate etc. Methods to improve duty include proper land preparation, lining canals to reduce seepage, using efficient irrigation methods, and training farmers in optimal water usage.
This document discusses duty of water and delta. It defines duty as the area of crop irrigated per unit of water, while delta is the total water required for a crop during its growth period. It then explains the relationship between duty and delta using an equation. Finally, it lists and describes 12 factors that can affect the duty of water, such as method of irrigation, crop type, soil conditions, and climate.
This document discusses water logging and salinity in irrigation engineering. It defines water logging as when soil pores are saturated, preventing aeration. Higher water tables can be tolerated in sandy soils than clay soils. Water logging causes issues like lack of aeration and salinization. Sources of water table rise include rainfall, seepage from canals, and subsoil flow. Measures to prevent water logging include proper irrigation, interceptor drains, and lined canals. Curative measures involve subsurface drainage systems and lowering perched water tables. The optimum water table depth ensures crop growth while preventing future rise.
IRRIGATION METHODS, SOIL-WATER-PLANT RELATIONSHIPSNamitha M R
The document provides information on irrigation methods and soil-water-plant relationships. It discusses the need for irrigation when rainfall is deficient and its advantages such as increased food output and protection from drought. Surface irrigation and sprinkler irrigation methods are described in detail, including their layout, water application rates, and efficiency considerations. Soil factors like infiltration and permeability that influence irrigation are also summarized.
This document provides an overview of irrigation and various irrigation methods. It defines irrigation as applying water to soil to supply moisture for plant growth. Irrigation is needed where rainfall is insufficient or unevenly distributed. The main methods discussed are surface irrigation techniques like flooding, check basins, border strips and furrows. Sub-surface irrigation maintains an artificial water table. Modern methods like sprinkler and drip irrigation are also covered, along with their advantages of reducing water losses and allowing fertilizer application. A variety of factors determine the suitable irrigation method for different crops, soils, landscapes and water availability.
Definition of drought, Causes of drought, measures for water conservation and
augmentation, drought contingency planning. Water harvesting: rainwater
collection, small dams, runoff enhancement, runoff collection, ponds, tanks.
Duty of water refers to the relationship between the amount of irrigation water and the area of crop that can be fully matured with that water. It is expressed as the area irrigated per unit rate of flow, depth of water, or stored water volume. The duty is affected by soil characteristics, climate, rainfall, crop type, topography, irrigation method, and other factors. Improving duty involves proper plowing, suitable irrigation methods, canal lining, minimizing idle canal length, good water quality, crop rotation, and volumetric water assessment. Duty delta represents the total water depth required over the base period and is calculated by dividing the duty by the number of days in the base period. Sample problems are provided to calculate
This ppt is helpful to decide the site of rainwater harvesting structures to replenish the scarcity of water as well as to recharge the groundwater strata
> Present and future status of water and population
> Advantages of RWHs
> Design criteria for RWHs
> Case study on the field and off-field (Remote sensing)
> Cost comparison of a few structures
> NGOs working on GWHs
> Important Web-links
This document summarizes various methods for water conservation including rainwater harvesting and watershed management. It defines rainwater harvesting as collecting rainwater through various methods to minimize surface runoff. Key methods discussed include storing rainwater below or in the ground. Watershed management aims to maintain water quality and regulate flows through techniques like contouring and crop planning. The document provides tips for conserving water in daily activities and concludes by emphasizing the importance of water conservation.
Effective rainfall refers to the portion of total rainfall that is useful for crop production. It is influenced by factors like rainfall amount and intensity, land characteristics like slope and soil type, soil water holding capacity, groundwater levels, and crop water needs. Management practices like bunding and mulching can increase effective rainfall by reducing runoff and improving infiltration. Proper irrigation scheduling allows farmers to apply optimal amounts of water at the right times, maximizing yields while minimizing costs, water use, and damage to soil properties. Common irrigation methods include border, furrow, basin, flood, sprinkler, subsurface, and drip irrigation.
This document provides an overview of irrigation engineering. It defines irrigation as the artificial application of water to land to supplement natural precipitation for optimal crop production. Irrigation is needed in arid, semi-arid, and humid regions where rainfall is unreliable or insufficient. The objectives and scope of irrigation engineering are outlined, along with the factors, benefits, and potential ill-effects of irrigation. Standards for irrigation water quality and procedures for feasibility studies of irrigation projects are also discussed.
Water resources and irrigation engineering pdfSaqib Imran
1. The document is a set of lecture notes on water resource and irrigation engineering written by Saqib Imran for civil engineering students and engineers.
2. It defines irrigation engineering and water resources engineering, and discusses the history of irrigation. It also covers types of canal lining, irrigation efficiency, factors affecting duty of water, and methods to improve duty of water.
3. The notes are intended to provide knowledge on various topics in irrigation and water resources engineering for students and engineers working in the field.
This document discusses various soil erosion control measures, including biological/agronomic practices like mulching, crop management, and soil management, as well as mechanical/engineering practices like terraces, bunds, vegetated waterways, and gully control. It provides details on the design of terraces, including the factors that influence terrace spacing, length, and cross-section. The key principles of erosion control are reducing rain drop impact, runoff volume and velocity, while increasing soil resistance to erosion. Agronomic practices are preferred where possible due to lower cost and easier integration with farming.
The document discusses artificial recharge, which aims to augment groundwater reservoirs by modifying natural surface water movement using civil engineering techniques. It aims to maintain groundwater resources, store excess surface water underground, improve saline water intrusion, and remove impurities from wastewater. Common recharge sources are rainfall, roof runoff, canal water, streams, and treated wastewater. Factors like topography, water supply, geology and cost affect recharge projects. Common methods are surface techniques like flooding, basins, streams and ditches, and subsurface techniques like injection wells and recharge pits. Successful projects require source assessment, structure planning, design, monitoring and maintenance.
The document discusses options for a long term control plan to reduce combined sewer overflows (CSOs) into the Maumee River in compliance with a consent decree. It provides an overview of CSO volumes from different outfalls, describes various types of control alternatives like storage, treatment, and separation, and identifies potential sites for facilities. Public input is sought on the preferred alternatives and sites.
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Supermarket Management System Project Report.pdfKamal Acharya
Supermarket management is a stand-alone J2EE using Eclipse Juno program.
This project contains all the necessary required information about maintaining
the supermarket billing system.
The core idea of this project to minimize the paper work and centralize the
data. Here all the communication is taken in secure manner. That is, in this
application the information will be stored in client itself. For further security the
data base is stored in the back-end oracle and so no intruders can access it.
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
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Prediction of Electrical Energy Efficiency Using Information on Consumer's Ac...PriyankaKilaniya
Energy efficiency has been important since the latter part of the last century. The main object of this survey is to determine the energy efficiency knowledge among consumers. Two separate districts in Bangladesh are selected to conduct the survey on households and showrooms about the energy and seller also. The survey uses the data to find some regression equations from which it is easy to predict energy efficiency knowledge. The data is analyzed and calculated based on five important criteria. The initial target was to find some factors that help predict a person's energy efficiency knowledge. From the survey, it is found that the energy efficiency awareness among the people of our country is very low. Relationships between household energy use behaviors are estimated using a unique dataset of about 40 households and 20 showrooms in Bangladesh's Chapainawabganj and Bagerhat districts. Knowledge of energy consumption and energy efficiency technology options is found to be associated with household use of energy conservation practices. Household characteristics also influence household energy use behavior. Younger household cohorts are more likely to adopt energy-efficient technologies and energy conservation practices and place primary importance on energy saving for environmental reasons. Education also influences attitudes toward energy conservation in Bangladesh. Low-education households indicate they primarily save electricity for the environment while high-education households indicate they are motivated by environmental concerns.
DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELijaia
As digital technology becomes more deeply embedded in power systems, protecting the communication
networks of Smart Grids (SG) has emerged as a critical concern. Distributed Network Protocol 3 (DNP3)
represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
of the interconnection of these networks, which makes them vulnerable to a variety of cyberattacks. To
solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
Applications of artificial Intelligence in Mechanical Engineering.pdfAtif Razi
Historically, mechanical engineering has relied heavily on human expertise and empirical methods to solve complex problems. With the introduction of computer-aided design (CAD) and finite element analysis (FEA), the field took its first steps towards digitization. These tools allowed engineers to simulate and analyze mechanical systems with greater accuracy and efficiency. However, the sheer volume of data generated by modern engineering systems and the increasing complexity of these systems have necessitated more advanced analytical tools, paving the way for AI.
AI offers the capability to process vast amounts of data, identify patterns, and make predictions with a level of speed and accuracy unattainable by traditional methods. This has profound implications for mechanical engineering, enabling more efficient design processes, predictive maintenance strategies, and optimized manufacturing operations. AI-driven tools can learn from historical data, adapt to new information, and continuously improve their performance, making them invaluable in tackling the multifaceted challenges of modern mechanical engineering.
Tools & Techniques for Commissioning and Maintaining PV Systems W-Animations ...Transcat
Join us for this solutions-based webinar on the tools and techniques for commissioning and maintaining PV Systems. In this session, we'll review the process of building and maintaining a solar array, starting with installation and commissioning, then reviewing operations and maintenance of the system. This course will review insulation resistance testing, I-V curve testing, earth-bond continuity, ground resistance testing, performance tests, visual inspections, ground and arc fault testing procedures, and power quality analysis.
Fluke Solar Application Specialist Will White is presenting on this engaging topic:
Will has worked in the renewable energy industry since 2005, first as an installer for a small east coast solar integrator before adding sales, design, and project management to his skillset. In 2022, Will joined Fluke as a solar application specialist, where he supports their renewable energy testing equipment like IV-curve tracers, electrical meters, and thermal imaging cameras. Experienced in wind power, solar thermal, energy storage, and all scales of PV, Will has primarily focused on residential and small commercial systems. He is passionate about implementing high-quality, code-compliant installation techniques.
Blood finder application project report (1).pdfKamal Acharya
Blood Finder is an emergency time app where a user can search for the blood banks as
well as the registered blood donors around Mumbai. This application also provide an
opportunity for the user of this application to become a registered donor for this user have
to enroll for the donor request from the application itself. If the admin wish to make user
a registered donor, with some of the formalities with the organization it can be done.
Specialization of this application is that the user will not have to register on sign-in for
searching the blood banks and blood donors it can be just done by installing the
application to the mobile.
The purpose of making this application is to save the user’s time for searching blood of
needed blood group during the time of the emergency.
This is an android application developed in Java and XML with the connectivity of
SQLite database. This application will provide most of basic functionality required for an
emergency time application. All the details of Blood banks and Blood donors are stored
in the database i.e. SQLite.
This application allowed the user to get all the information regarding blood banks and
blood donors such as Name, Number, Address, Blood Group, rather than searching it on
the different websites and wasting the precious time. This application is effective and
user friendly.
4. Page 4
Introduction
The term “Duty” means the area of land that can be irrigated with unit volume of
irrigation water.
Quantitatively, duty is defined as the area of land expressed in hectares that can be
irrigated with unit discharge, that is, 1 cumec flowing throughout the base period,
expressed in days.
Imagine a field growing a single crop having a base period B days and a delta ∆ mm
which is being supplied by a source located at the head (uppermost point) of the field,
as shown in next slide.
5. Page 5
Introduction (cont..)
[Border Irrigation method of applying water]
[Furrow Irrigation
method of applying
water]
[Water
applied to
field by
pumping
ground water]
6. Page 6
Introduction (cont..)
If the water supplied is just enough to raise the crop within D hectares of the field,
then a relationship may be found out amongst all the variables as:
Volume of water supplied = B*60*60*24 cum
Area of crop irrigated = D*10000 sqm
Hence, knowing two of the three variables B, D and ∆ the third party may be found
out.
Volume of water supplied per unit area = =
86400B
10000D
8.64B
D
7. Page 7
Factors affecting Duty
Coarse grained
soil
Percolation
losses are high Low duty
Fine grained
soil
Percolation
losses are less High duty
Type
of soil
8. Page 8
Factors affecting Duty (cont..)
Crop A
Large quantity
of water Low duty
Crop B
Less quantity of
water High duty
Type
of crop
9. Page 9
Factors affecting Duty (cont..)
Good structure
Evaporation
losses are less High duty
Good structure
Properly
aerated
because of
large voids
Yield of
crop
increases
Structure
of Soil
Good structure is called Good Tilth of Soil
10. Page 10
Factors affecting Duty (cont..)
Steep slope
d/s portion
get more
water
u/s portion
remain drier
Low
duty
Flat slope
u/s portion
remain drier
d/s portion
get more
water
Low
duty
Slope of
Ground
Properly
prepared field
Equal
distribution of
water
High duty
11. Page 11
Factors affecting Duty (cont..)
Temperature and
wind velocity are
high
more evaporation
losses Low duty
Rainfall during
base period
Less irrigation
requirement High duty
Climatic
Conditions
12. Page 12
Factors affecting Duty (cont..)
Properly ploughed &
made quite loose
water retention
capacity increase
number of watering
reduced High duty
Not properly ploughed
& method of cultivation
is faulty & less efficient
Low duty
Method of
Cultivation
13. Page 13
Factors affecting Duty (cont..)
Perennial
Water
application
throughout
the growth
period
soil remains
continuously
wet
less quantity
of water
High
duty
Non-perennial
Only during
flood season
wasteful use
of water Low duty
System
of
Irrigation
14. Page 14
Factors affecting Duty (cont..)
Tank Irrigation
Command area
closed to tank
Transmission
losses are less High duty
Canal Irrigation
Command area
far from source
Transmission
losses are
more
Low duty
System
of
Irrigation
15. Page 15
Factors affecting Duty (cont..)
Lift Irrigation
Command area
close to well
More expensive High duty
Flow Irrigation
Command area
far from source
Less expensive Low duty
System
of
Irrigation
16. Page 16
Factors affecting Duty (cont..)
Drip Irrigation Most efficient Very high
duty
Sprinkler
Irrigation
Seepage losses
are reduced High duty
Application
of Water
Surface
irrigation
More waste of
water Low duty
Duty of subsurface methods > Duty of surface methods
17. Page 17
Factors affecting Duty (cont..)
Initial stages of
cultivation
land not
properly
levelled
Low duty
Age of
cultivation
increases
Slope and
condition of
land improve
with age
High duty
Age and
frequency
of
cultivation
Frequent
cultivation
Reduces loss of
moisture High duty
Cultivation after
long interval
More loss of
moisture Low duty
18. Page 18
Factors affecting Duty (cont..)
Canal A
In good
condition &
properly
maintained
High duty
Canal B
In unconcerned
condition & not
maintained
Low duty
Condition,
type and
location of
Canal
Canal A
Located in
middle of
command
area
Losses are
small
High
duty
Canal B
Located
away from
command
area
Losses are
more
Low
duty
Duty of Lined canal > duty of unlined canal
Duty of canal in alluvial soil > duty of canal in non-alluvial soil
19. Page 19
Factors affecting Duty (cont..)
Flat rate based
assessment
Wastage is more Low duty
Volumetric
assessment
Cultivators use
water carefully
Less wastage High duty
Method of
assessment
of Water
Skill of
Cultivators
Cultivators
Skilled & properly
trained
Make judicious
use of water High duty
20. Page 20
Factors affecting Duty (cont..)
Long base period
More water
required Low dutyBase period
Soil Content
Soil
Contains harmful
salts and alkalis
More water
required for
leaching of salts
Low duty
However it is not always proportional
21. Page 21
Measures for Improvement of Duty
Land should be properly ploughed
Land should be regularly cultivated
Canal alignment in sandy soils or in fissured rocks should be avoided
Canal should be located in the middle of command area
Canal should be lined
Canal should be properly maintained
Efficient methods of irrigation should be adopted
22. Page 22
Measures for Improvement of Duty (cont..)
Volumetric assessment of water should be adopted
Cultivators should be trained
System of rotation of crops should be adopted
Canal alignment through soil containing harmful salts should be
avoided
Instead of a single big canal, two or more parallel canals of small size
should be preferred
Adopt modern methods of irrigation instead of conventional methods
Cultivators at all levels of canal should get the sufficient quantity of
water when needed
23. Page 23
References
Dr. K. R. Arora (Reprint 2013) Irrigation, Water Power and Water Resource
Engineering, Standard Publishers Distributers, Delhi
Internet content