in this presentation you will know about following head line point.
1>Illustration of various types of rain-gauges.
2>Advantaged and disadvantages of various types of gauges.
This document discusses types of rain gauges used to measure rainfall. It describes non-automatic/non-recording rain gauges like Symon's rain gauge which collect rainfall manually. It also describes automatic/recording rain gauges like weighing bucket, tipping bucket, and float type gauges that record rainfall continuously without manual measurement. Recording gauges provide rainfall intensity over time through a pen on a rotating drum, while non-recording gauges only give total rainfall. Recording gauges do not require an attendant but are more expensive and prone to mechanical faults.
The document discusses the design of hydraulic structures and spillways. It defines a spillway as a structure used to safely release water from a dam. The key components of a spillway are the approach facility, discharging conduit, and outlet structure. Seven common types of spillways are described: straight drop, ogee, shaft, chute, side channel, siphon, and labyrinth. Advantages include safely discharging large volumes of water to prevent dam overtopping. Energy dissipation methods at the spillway end such as steps, flip buckets, and stilling basins are also outlined to prevent erosion. Safety measures around spillway operation are mentioned.
This document provides information on measuring precipitation. It discusses various types of rain gauges used to measure precipitation, including non-recording gauges, tipping bucket gauges, and weighing bucket gauges. It also discusses methods to estimate average rainfall over a watershed area, including the arithmetic mean method, Thiessen polygon method, and isohyetal method. Additionally, it covers depth-area-duration curves and the frequency of rainfall events.
Spillways are structures used to safely discharge water from a reservoir during periods of high inflow or flooding. They are designed to maintain structural stability of the dam and pass excess water without raising the reservoir level above its maximum. Different types of spillways include overflow, chute, shaft, saddle and side channel spillways. Energy dissipation methods are also important to safely convey water discharged from spillways downstream.
This document discusses surface runoff and stream gauging. It defines key terms like drainage basin, contour lines, stream ordering, and form factor. It describes how to delineate a basin using a topo map and assign stream orders. Factors that affect runoff include basin characteristics, climate, land use, soil and storage. Stream gauging involves measuring stage using staff gauges or recorders, and discharge using the velocity-area method by dividing the cross-section into vertical subsections.
Rain gauges are instruments used to measure liquid precipitation over time. The first rain gauges date back to ancient Greece around 500 BC. Modern rain gauges generally use a funnel to collect precipitation in a cylinder or tipping bucket. Common types include standard cylinders, weighing buckets, tipping buckets, optical sensors, and acoustic sensors. Rain gauges provide important data for meteorologists and hydrologists.
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.
This document discusses types of rain gauges used to measure rainfall. It describes non-automatic/non-recording rain gauges like Symon's rain gauge which collect rainfall manually. It also describes automatic/recording rain gauges like weighing bucket, tipping bucket, and float type gauges that record rainfall continuously without manual measurement. Recording gauges provide rainfall intensity over time through a pen on a rotating drum, while non-recording gauges only give total rainfall. Recording gauges do not require an attendant but are more expensive and prone to mechanical faults.
The document discusses the design of hydraulic structures and spillways. It defines a spillway as a structure used to safely release water from a dam. The key components of a spillway are the approach facility, discharging conduit, and outlet structure. Seven common types of spillways are described: straight drop, ogee, shaft, chute, side channel, siphon, and labyrinth. Advantages include safely discharging large volumes of water to prevent dam overtopping. Energy dissipation methods at the spillway end such as steps, flip buckets, and stilling basins are also outlined to prevent erosion. Safety measures around spillway operation are mentioned.
This document provides information on measuring precipitation. It discusses various types of rain gauges used to measure precipitation, including non-recording gauges, tipping bucket gauges, and weighing bucket gauges. It also discusses methods to estimate average rainfall over a watershed area, including the arithmetic mean method, Thiessen polygon method, and isohyetal method. Additionally, it covers depth-area-duration curves and the frequency of rainfall events.
Spillways are structures used to safely discharge water from a reservoir during periods of high inflow or flooding. They are designed to maintain structural stability of the dam and pass excess water without raising the reservoir level above its maximum. Different types of spillways include overflow, chute, shaft, saddle and side channel spillways. Energy dissipation methods are also important to safely convey water discharged from spillways downstream.
This document discusses surface runoff and stream gauging. It defines key terms like drainage basin, contour lines, stream ordering, and form factor. It describes how to delineate a basin using a topo map and assign stream orders. Factors that affect runoff include basin characteristics, climate, land use, soil and storage. Stream gauging involves measuring stage using staff gauges or recorders, and discharge using the velocity-area method by dividing the cross-section into vertical subsections.
Rain gauges are instruments used to measure liquid precipitation over time. The first rain gauges date back to ancient Greece around 500 BC. Modern rain gauges generally use a funnel to collect precipitation in a cylinder or tipping bucket. Common types include standard cylinders, weighing buckets, tipping buckets, optical sensors, and acoustic sensors. Rain gauges provide important data for meteorologists and hydrologists.
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.
This document discusses reservoir sedimentation. It begins by defining reservoirs and classifying them. It then explains how sedimentation occurs as rivers carry sediments that are deposited when the river flow is blocked by a reservoir. This leads to a reduction in water storage capacity over time. The document lists indicators of reservoir sedimentation and discusses trap efficiency. It also outlines the different forms of sediment transport in rivers and the impacts of reservoir sedimentation, such as reduced storage and hydroelectric power generation. In conclusion, sedimentation diminishes storage capacity and benefits of the reservoir over the long run.
This document provides information about hyetographs and hydrographs. It defines a hyetograph as a graphical representation of rainfall intensity over time, showing total rainfall. A hydrograph shows variations in river discharge over time at a measurement point. It describes the components of hydrographs, including the rising and falling limbs and peak. It also discusses runoff classifications, the unit hydrograph concept for analyzing surface runoff, and key hydrograph terminology like time to peak, time of concentration, and lag time.
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 different methods for measuring and averaging rainfall over an area:
- Rainfall is measured using rain gauges and expressed as depth over an area.
- The arithmetic mean, Thiessen polygon, and isohyet methods are used to calculate average rainfall values from point measurements at rain gauge stations.
- The Thiessen polygon method assigns influence areas to each station based on the location of stations, and weights each measurement by its influence area.
- The isohyet method involves drawing lines of equal rainfall and calculating a weighted average based on the rainfall amounts and sizes of the areas between the lines.
Canals are human-made waterways that allow boats and ships to pass between bodies of water. They are also used to transport water for irrigation and other human uses. Canals are classified in several ways, including whether the water source is permanent or temporary, the type of soil boundary, the financial purpose, water discharge volume, and canal alignment. The various types of canals include permanent canals, inundation canals, irrigation canals, power canals, and side-slope canals.
Measurement of rainfall is done using rain gauges, which collect precipitation and allow the amount to be measured. Non-recording rain gauges, like the commonly used Symons gauge in India, collect rainfall in a vessel that is read daily to determine the amount of precipitation. Recording rain gauges produce a continuous plot of rainfall over time through mechanisms like tipping buckets, weighing the collected water, or tracking a float level. Proper placement and regular maintenance of rain gauges is important for accurate measurement of precipitation.
This document discusses two methods for synthesizing unit hydrographs for ungauged areas: Snyder's method and the SCS dimensionless unit hydrograph method. Snyder's method uses empirical equations relating basin characteristics like length, slope, and storage to calculate the basin lag, peak discharge, and time base of the unit hydrograph. The SCS method uses a standard dimensionless unit hydrograph curve and the basin's time of concentration to develop a triangular unit hydrograph. The document provides an example of applying Snyder's method and develops a 30-minute triangular unit hydrograph using SCS methods for a given watershed area and time of concentration.
This document discusses methods for estimating peak or flood discharge in rivers. It describes 6 main approaches: 1) Using physical conditions from past floods, 2) Flood discharge formulae based on catchment area, 3) Flood frequency studies using probability concepts, 4) The unit hydrograph method, 5) The rational formula, and 6) The modified rational formula which includes a storage coefficient. Examples are provided for each method to illustrate how to estimate peak discharge values.
The document discusses infiltration, which is the process of rainwater entering the soil. Infiltrated water first meets any soil moisture deficit and then percolates vertically downward towards the groundwater table. The infiltration capacity of soil is the maximum rate at which it can absorb water and is denoted by f. Actual infiltration (fa) depends on whether the rainfall intensity (i) is greater than or less than the infiltration capacity. Infiltration is measured using infiltrometers and is affected by soil properties and antecedent moisture conditions.
This document discusses runoff and provides definitions, processes, types, factors affecting runoff, and methods to estimate runoff. It defines runoff as the portion of precipitation that flows towards rivers and oceans as surface or subsurface flow. The key types of runoff discussed are surface runoff, subsurface/interflow, and baseflow. Factors affecting runoff include precipitation characteristics, catchment characteristics, topography, geology, and storage features. Methods to estimate runoff include direct measurement and indirect methods like empirical formulas, the rational method, and unit hydrograph analysis.
This document provides an introduction to flood frequency analysis, which uses historical flood data to estimate the probability and recurrence intervals of future floods of given magnitudes. It discusses how flood frequency analysis is necessary for cost-effective design of bridges, dams, and other structures, as well as flood insurance and zoning. Two common methods for collecting flood data are described: annual peaks and partial duration series. Statistical approaches like the Weibull formula are commonly used to analyze the data and construct flood frequency curves showing the relationship between discharge magnitude and probability or recurrence interval.
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.
This document discusses spillways and energy dissipators for dams. It defines spillways as structures used to safely release surplus water from reservoirs. The main types of spillways are main, auxiliary, and emergency spillways. Spillways can also be classified based on their prominent features, such as free overflow, overflow, side channel, open channel, tunnel, shaft, and siphon spillways. Energy dissipators, such as stilling basins and bucket types, are also discussed to reduce the energy of water flowing from spillways. Common energy dissipator types include horizontal and sloping apron stilling basins, and solid roller, slotted roller, and ski jump bucket dissipators.
Spillways 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.
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
This document provides an overview of hydrology and related concepts. It defines hydrology as the study of water on Earth, describes the hydrologic cycle of evaporation, precipitation, and runoff, and identifies the major sources and components of water. Measurement tools like rain gauges and types of precipitation such as orographic, convective, and cyclonic are explained. Factors affecting rainfall and important hydrologic terminology are also defined.
There are three main types of recording rain gauges:
1) Tipping bucket gauges contain two buckets that tip when 0.25mm of rain is collected, actuating an electric circuit to mark rainfall on a revolving chart.
2) Weighing gauges use a spring-lever balance to move a pen across a chart as rainfall accumulates in a collecting tank.
3) Float gauges move a pen as rain fills a float chamber, with an overflow siphon chamber automatically draining excess water. The clockwork chart records rainfall over 24 hours.
This document discusses reservoir sedimentation. It begins by defining reservoirs and classifying them. It then explains how sedimentation occurs as rivers carry sediments that are deposited when the river flow is blocked by a reservoir. This leads to a reduction in water storage capacity over time. The document lists indicators of reservoir sedimentation and discusses trap efficiency. It also outlines the different forms of sediment transport in rivers and the impacts of reservoir sedimentation, such as reduced storage and hydroelectric power generation. In conclusion, sedimentation diminishes storage capacity and benefits of the reservoir over the long run.
This document provides information about hyetographs and hydrographs. It defines a hyetograph as a graphical representation of rainfall intensity over time, showing total rainfall. A hydrograph shows variations in river discharge over time at a measurement point. It describes the components of hydrographs, including the rising and falling limbs and peak. It also discusses runoff classifications, the unit hydrograph concept for analyzing surface runoff, and key hydrograph terminology like time to peak, time of concentration, and lag time.
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 different methods for measuring and averaging rainfall over an area:
- Rainfall is measured using rain gauges and expressed as depth over an area.
- The arithmetic mean, Thiessen polygon, and isohyet methods are used to calculate average rainfall values from point measurements at rain gauge stations.
- The Thiessen polygon method assigns influence areas to each station based on the location of stations, and weights each measurement by its influence area.
- The isohyet method involves drawing lines of equal rainfall and calculating a weighted average based on the rainfall amounts and sizes of the areas between the lines.
Canals are human-made waterways that allow boats and ships to pass between bodies of water. They are also used to transport water for irrigation and other human uses. Canals are classified in several ways, including whether the water source is permanent or temporary, the type of soil boundary, the financial purpose, water discharge volume, and canal alignment. The various types of canals include permanent canals, inundation canals, irrigation canals, power canals, and side-slope canals.
Measurement of rainfall is done using rain gauges, which collect precipitation and allow the amount to be measured. Non-recording rain gauges, like the commonly used Symons gauge in India, collect rainfall in a vessel that is read daily to determine the amount of precipitation. Recording rain gauges produce a continuous plot of rainfall over time through mechanisms like tipping buckets, weighing the collected water, or tracking a float level. Proper placement and regular maintenance of rain gauges is important for accurate measurement of precipitation.
This document discusses two methods for synthesizing unit hydrographs for ungauged areas: Snyder's method and the SCS dimensionless unit hydrograph method. Snyder's method uses empirical equations relating basin characteristics like length, slope, and storage to calculate the basin lag, peak discharge, and time base of the unit hydrograph. The SCS method uses a standard dimensionless unit hydrograph curve and the basin's time of concentration to develop a triangular unit hydrograph. The document provides an example of applying Snyder's method and develops a 30-minute triangular unit hydrograph using SCS methods for a given watershed area and time of concentration.
This document discusses methods for estimating peak or flood discharge in rivers. It describes 6 main approaches: 1) Using physical conditions from past floods, 2) Flood discharge formulae based on catchment area, 3) Flood frequency studies using probability concepts, 4) The unit hydrograph method, 5) The rational formula, and 6) The modified rational formula which includes a storage coefficient. Examples are provided for each method to illustrate how to estimate peak discharge values.
The document discusses infiltration, which is the process of rainwater entering the soil. Infiltrated water first meets any soil moisture deficit and then percolates vertically downward towards the groundwater table. The infiltration capacity of soil is the maximum rate at which it can absorb water and is denoted by f. Actual infiltration (fa) depends on whether the rainfall intensity (i) is greater than or less than the infiltration capacity. Infiltration is measured using infiltrometers and is affected by soil properties and antecedent moisture conditions.
This document discusses runoff and provides definitions, processes, types, factors affecting runoff, and methods to estimate runoff. It defines runoff as the portion of precipitation that flows towards rivers and oceans as surface or subsurface flow. The key types of runoff discussed are surface runoff, subsurface/interflow, and baseflow. Factors affecting runoff include precipitation characteristics, catchment characteristics, topography, geology, and storage features. Methods to estimate runoff include direct measurement and indirect methods like empirical formulas, the rational method, and unit hydrograph analysis.
This document provides an introduction to flood frequency analysis, which uses historical flood data to estimate the probability and recurrence intervals of future floods of given magnitudes. It discusses how flood frequency analysis is necessary for cost-effective design of bridges, dams, and other structures, as well as flood insurance and zoning. Two common methods for collecting flood data are described: annual peaks and partial duration series. Statistical approaches like the Weibull formula are commonly used to analyze the data and construct flood frequency curves showing the relationship between discharge magnitude and probability or recurrence interval.
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.
This document discusses spillways and energy dissipators for dams. It defines spillways as structures used to safely release surplus water from reservoirs. The main types of spillways are main, auxiliary, and emergency spillways. Spillways can also be classified based on their prominent features, such as free overflow, overflow, side channel, open channel, tunnel, shaft, and siphon spillways. Energy dissipators, such as stilling basins and bucket types, are also discussed to reduce the energy of water flowing from spillways. Common energy dissipator types include horizontal and sloping apron stilling basins, and solid roller, slotted roller, and ski jump bucket dissipators.
Spillways 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.
Topics:
1. Types of Gravity Dam
2. Forces Acting on a Gravity Dam
3. Causes of failure of Gravity Dam
4. Elementary Profile of Gravity Dam
5. Practical Profile of Gravity Dam
6. Limiting height of Gravity Dam
7. Drainage and Inspection Galleries
This document provides an overview of hydrology and related concepts. It defines hydrology as the study of water on Earth, describes the hydrologic cycle of evaporation, precipitation, and runoff, and identifies the major sources and components of water. Measurement tools like rain gauges and types of precipitation such as orographic, convective, and cyclonic are explained. Factors affecting rainfall and important hydrologic terminology are also defined.
There are three main types of recording rain gauges:
1) Tipping bucket gauges contain two buckets that tip when 0.25mm of rain is collected, actuating an electric circuit to mark rainfall on a revolving chart.
2) Weighing gauges use a spring-lever balance to move a pen across a chart as rainfall accumulates in a collecting tank.
3) Float gauges move a pen as rain fills a float chamber, with an overflow siphon chamber automatically draining excess water. The clockwork chart records rainfall over 24 hours.
There are two main types of rain gauges - non-recording and recording. Non-recording gauges simply measure the total rainfall over a time period, such as the commonly used Symon's rain gauge with a funnel and receiving vessel. Recording gauges provide an automatic record of rainfall, allowing measurement of intensity. Three types of recording gauges are the weighing bucket type, which measures weight changes on a chart; the tipping bucket type, which tips to record 0.25mm of rain; and the floating type, which uses a float and syphon to record water levels on a chart. Recording gauges provide more detailed data but have higher costs and can experience mechanical or electrical faults.
This document discusses different types of rain gauges used to measure precipitation. There are two main types: non-recording gauges that provide total rainfall over a period, like the commonly used Symon's gauge; and recording gauges that provide a continuous rainfall record. Recording gauges include the weighing bucket type, which tracks accumulated rainfall on a chart via a weighted bucket, the tipping bucket type, which tips to mark rainfall intervals electronically, and the floating type, which uses a float and syphon to record rainfall levels over time. Recording gauges provide more detailed rainfall data without needing an attendant but have higher costs.
The hydrological cycle describes the continuous movement of water on, above, and below the surface of the Earth. Water exists in three forms on Earth - liquid (oceans, lakes, rivers), solid (ice caps, glaciers, snow), and gas (water vapor in the air). The sun drives the hydrological cycle by evaporating water from the surface into the air as vapor, which rises and cools to form clouds. Precipitation occurs when clouds become heavy with water and it falls as rain or snow. Water also returns to the air through evaporation from soil and transpiration from plants. Water running on land and underground replenishes rivers, lakes, and groundwater in a constant cycle powered by energy from
This document discusses precipitation and methods of measuring precipitation. It defines precipitation as moisture falling from the atmosphere in any form. The key forms of precipitation are liquid (rain, drizzle) and frozen (snow, hail, sleet). Precipitation is measured using various devices like rain gauges and satellites. Rain gauges include non-recording and recording types like tipping bucket gauges. Methods to calculate average precipitation over an area include arithmetic averages, Thiessen polygons, and isohyetal mapping. Factors influencing precipitation amounts are also examined.
Estimation of Rainfall by using “SSV’s Rotating Pan Rain Gauge” ModelIRJET Journal
This document describes the design and operation of the "SSV's Rotating Pan Rain Gauge" model for estimating rainfall. It consists of a water collector funnel that directs water to rotating pans attached to a wheel. As the pans fill, they rotate down to empty into a lower collection tank while making marks on a rotating drum chart to indicate rainfall intensity over time. Observations of the tank water level every 6 hours over 24 hours provided measurements of total rainfall depth and an intensity calculation of 0.54cm/hour based on the recorded depth. The design aims to provide accurate rainfall readings during intense periods by rapidly replacing full pans with empty ones.
This document provides an introduction to engineering hydrology. It discusses key hydrological concepts like the hydrological cycle, precipitation types and measurement, and mechanisms of precipitation. Engineering hydrology deals with water resource estimation, processes like precipitation and runoff, and problems like floods and droughts. Precipitation is measured using non-recording rain gauges and recording rain gauges like tipping buckets, weighing buckets, and float gauges. Site selection for rain gauges and data preparation are also outlined.
Introduction, hydrologic cycle, climate and water m1Bibhabasu Mohanty
Introduction, Hydrologic cycle, Climate and water availability, Water balances,
Precipitation: Forms, Classification, Variability, Measurement, Data analysis, Evaporation and its measurement, Evapotranspiration and its measurement, Penman Monteith method. Infiltration: Factors affection infiltration, Horton’s equation and Green Ampt method.
This document discusses methods for measuring rainfall and runoff. It describes various types of rain gauges used to measure rainfall manually and remotely, including standard, weighing, optical, and tipping bucket rain gauges. Factors around the number and distribution of rain gauges are also covered. The document then shifts to discussing methods for measuring runoff, including using mathematical models, the runoff curve number method, and equipment for simulating and measuring surface runoff and erosion from natural and extreme precipitation events in catchment areas.
Hydrology means science of water.
It is the science that deals with the occurance, circulation and distribution of water on the earth.
Hydrology is a broad subject of an inter-disciplinary nature drawing support from allied sciences.
Rainfall is measured using a rain gauge, which is usually placed in an open field, partially buried in the ground and 30 cm above the ground. Rainfall is measured in millimeters and recorded from the rain gauge. Rain is a type of precipitation that occurs when water vapor in the air condenses into water droplets.
A rain gauge is an instrument used by meteorologists and hydrologists to measure the amount of liquid precipitation over a set period of time, usually 24 hours. There are several types of rain gauges, including standard, tipping bucket, optical, and acoustic rain gauges. A standard rain gauge consists of a funnel emptying into a graduated cylinder to measure water height, while a tipping bucket gauge uses a see-saw container that electronically records each tip. Rain gauges are important for monitoring moisture levels and aiding activities like farming.
This document discusses the subject of engineering hydrology. It begins with an overview of the hydrological cycle and defines a catchment area. Next, it describes precipitation, including its types and measurement. Methods for estimating missing rainfall data from nearby stations are then outlined, including simple arithmetic averaging, normal ratio, modified normal ratio, inverse distance, and linear programming methods. Recording and non-recording rain gauges are also defined.
Introduction to Hydrology, Stream GaugingAmol Inamdar
Introduction to Hydrology, Types of Rain gauges, Factors affecting evaporation and infiltration, Stream gauging, Mass curve, Hyetograph, DAD Curve, Horton's Method, Infiltrometers, fi-index, W-index, Methods of measurement of Discharge of Stream, Area-Velocity Method, Moving Boat Method, Salt concentration method, ADCP, Current meter, River staging
Precipitation occurs when moisture from the atmosphere reaches the Earth's surface. There are several types of precipitation including rain, snow, hail, fog, dew, mist, glaze, rime, and sleet. Precipitation forms through convectional, orographic, and cyclonic/frontal mechanisms. Rainfall and snowfall are most commonly measured using non-recording and recording rain gauges, which collect precipitation and allow measurement of amount, intensity, and duration. Proper siting and placement of rain gauges is important to obtain accurate precipitation measurements.
The document discusses rainfall measurement techniques used at Vigyan Ashram Pabal. It describes both recording and non-recording rain gauges that are used to collect rainfall data over time. Recording rain gauges automatically record rainfall measurements along with other data like wind and temperature. Non-recording rain gauges simply collect rainfall in a calibrated funnel and bottle that must be manually measured. Rainfall measurements are taken daily and involve determining the volume of water collected and calculating the rainfall in mm based on the collector surface area. This data is used to analyze rainfall statistics and averages for the area.
Rainfall can be measured in several ways:
- Rain gauges measure the total depth of rainfall over a given time period in millimeters.
- Disdrometers measure the size and velocity of individual rain drops to gather data on drop size distribution.
- Weather radars are used to create rainfall maps over large areas by computing rainfall amounts at multiple locations for time periods like 5 minutes or 1 hour.
Similar to Topic1 >Illustration of various types of rain-gauges.,,2> Advantaged and disadvantages of various types of gauges. (20)
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressionsVictor Morales
K8sGPT is a tool that analyzes and diagnoses Kubernetes clusters. This presentation was used to share the requirements and dependencies to deploy K8sGPT in a local environment.
artificial intelligence and data science contents.pptxGauravCar
What is artificial intelligence? Artificial intelligence is the ability of a computer or computer-controlled robot to perform tasks that are commonly associated with the intellectual processes characteristic of humans, such as the ability to reason.
› ...
Artificial intelligence (AI) | Definitio
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...IJECEIAES
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
Batteries -Introduction – Types of Batteries – discharging and charging of battery - characteristics of battery –battery rating- various tests on battery- – Primary battery: silver button cell- Secondary battery :Ni-Cd battery-modern battery: lithium ion battery-maintenance of batteries-choices of batteries for electric vehicle applications.
Fuel Cells: Introduction- importance and classification of fuel cells - description, principle, components, applications of fuel cells: H2-O2 fuel cell, alkaline fuel cell, molten carbonate fuel cell and direct methanol fuel cells.
Null Bangalore | Pentesters Approach to AWS IAMDivyanshu
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
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Topic1 >Illustration of various types of rain-gauges.,,2> Advantaged and disadvantages of various types of gauges.
1.
2. MEHRAN UNIVERSITY OF ENGINEERING AND
TECHNOLOGY,
SHAHEED ZULFIQAR ALI BHUTTO CAMPUS
KHAIRPUR MIRs’
DEPARTMENT OF CIVIL ENGINEERING
Name: Faizan Noor
Topic: Illustration of various types of rain-
gauges.
Advantaged and disadvantages of various types
of gauges.
Date of exam: 24-07-2020
4. TYPES OF RAIN-GAUGES
Following are the main types of rain-gauges used for
measurement of rainfall.
Non-automatic / Non-recording Rain-gauge
Symon’s Rain-gauge
Automatic / Recording Rain-gauge
Weighing Bucket Rain-gauge
Tipping Bucket Rain-gauge
Float type Rain-gauge
5. NON-AUTOMATIC (NON-RECORDING)
RAIN-GAUGE
These are called non-recording rain gauges because they do
not record the rain but only collect the rain.
The collected rain is then measured by means of graduated
cylinders so as to directly represent the rainfall volume in cm of
water depth, i.e.
Depth of rain water in cm =
Note: The amount of precipitation/rainfall is expressed as the
depth in cm or inches.
3
2
Volume of water collected in cm
Area of aperatureof the guage in cm
6. SYMON’S RAIN-GAUGE
• Most common type of non-automatic rain-gauge.
• Consists of cylindrical vessel 127 mm (5”) dia with a
base enlarged to 210 mm (8”) dia.
• The top section is a funnel provided with circular
brass rim exactly 127 mm (5”) internal dia.
• The funnel shank is inserted in the neck of receiving
bottle which is 75 to 100 mm (3 to 4”) dia.
• Capacity of bottle is 75 to 100 mm of rainfall.
• The rain-gauge is placed in concrete block
60cm×60cm×60cm (2’×2’×2’).
• The rim should be 305 mm (12”) above the ground
surface.
• Water contained in the bottle is measured by suitably
graduated measuring glass, with an accuracy up to 0.1
mm.
• During a heavy rainfall, the rain should be measured 3
or 4 times in a day.
7. AUTOMATIC (RECORDING) RAIN-
GAUGE
• Gauges which can give permanent and automatic
rainfall record without any bottle reading.
• Man has not to go to the gauge to measure the
amount of rain fallen.
• There is mechanical arrangement by which the total
amount of rain fallen, since the record was started,
gets recorded automatically.
• The gauge thus produces a record of cumulative rain
vs. time in the form of graph known as Mass Curve of
rain fallen.
8. MEASUREMENT OF RAINFALL BY
AN AUTOMATIC (RECORDING)
RAIN-GAUGEIn general, automatic rain-gauge consists of
rotating drum with a graph paper fixed around
it.
There is pen in contact with graph paper, which
moves up with the collected rain, and thus
recording cumulative rain, with the passage of
time.
These are of three types
1. Weighing Bucket Rain-gauge
2. Tipping Bucket Rain-gauge
3. Float Type Rain-gauge
9. 1.WEIGHING BUCKET RAIN-GAUGE
• Consists of a receiver
bucket supported by a
spring or lever balance
or any other weighing
mechanism.
• The movement of
bucket due to its
increasing weight is
transmitted to a pen
which traces the record
on a clock driven chart.
10. 2.TIPPING BUCKET RAIN-GAUGE
Consists of 30 cm dia sharp edge
receiver.
At the end of receiver funnel is
provided.
Under the funnel a pair of buckets are
pivoted (the central point which
balances) in such away that when one
bucket receives 0.25 mm (0.01”) of
rainfall it tips (to fall or turn over),
discharging its contents into reservoir
bringing other bucket under funnel.
Tipping of bucket completes an electric
circuit causing the movement of pen to
mark on clock driven revolving drum
which carries a record sheet.
11.
12. 3.FLOAT TYPE RAIN-GAUGE
• Working is similar to weighing gauge
bucket.
• Funnel receives the rain water which is
collected in rectangular container.
• Float is provided at the bottom of
container.
• Float is raised as the water level rises in
the container.
• Movement of float is being recorded by
a pen moving on recording drum
actuated by clock work.
• When the water level in the container
rises so that float touches the top, the
siphon comes into operation, and release
the water; thus all the water in the box is
drained out.
13. ADVANTAGES OF RECORDING GAUGE
OVER THE NON-RECORDING GAUGE.
• In recording gauge rainfall is recorded
automatically & therefore, there is no necessity of
any attendant.
• Recording rain-gauge gives the intensity of
rainfall @ any time while the non-recording
gauge gives the total rainfall in any particular
interval of time.
• As no attendant is required such rain-gauge can
be installed in far–off places also.
• Possibility of human error is obviated.
14. DISADVANTAGES OF RECORDING
GAUGE OVER THE NON-RECORDING
GAUGE.
• It is costly in comparison with non-recording gauge.
• Fault may be developed in electrical or mechanical
mechanism or recording the rainfall.