1) The document discusses fluid static forces including hydrostatic forces on plane, inclined, vertical, and curved surfaces. It provides equations to calculate the magnitude and direction of forces.
2) The direction of force is not always through the center of gravity. On inclined surfaces, the center of pressure lies below the centroid. On curved surfaces, the resultant force passes through the center of curvature.
3) Examples are given for calculating hydrostatic forces on dams, walls, gates, and other structures exposed to fluid pressures. Diagrams illustrate free body diagrams and problem setups.
This document discusses fluid static forces and hydrostatic pressure. It begins by explaining that in a fluid at rest, pressure acts equally in all directions and where a fluid contacts a surface, the pressure gives rise to a force perpendicular to the surface. It also discusses how pressure increases with depth according to ρgh. The document then examines hydrostatic forces on various plane and curved surfaces, explaining how to calculate the magnitude and direction of forces on surfaces like inclined planes, vertical walls, and curved boundaries. It provides equations for calculating forces and locating centers of pressure on submerged objects.
1) The document discusses fluid static forces on plane and curved surfaces including the magnitude and direction of forces, and the location of the center of pressure.
2) Hydrostatic forces are calculated based on pressure distributions and properties of the surface area and fluid properties like density.
3) The center of pressure is found by calculating the first moment of area of the pressure distribution and does not necessarily coincide with the geometric center.
1. Fluid static forces act on surfaces exposed to fluids due to pressure distributions in the fluid. The magnitude and direction of these forces depend on factors like the surface geometry, depth of submergence, and fluid properties.
2. Hydrostatic forces can be resolved into vertical and horizontal components, with the vertical force equal to the weight of the displaced fluid. The location of the center of pressure determines the line of action of the resultant force.
3. For regular shapes, equations are provided to calculate the hydrostatic forces and location of the center of pressure based on the surface dimensions and submergence depth. Examples of applying these concepts to dams, gates, and curved surfaces are also presented.
1. Determine the volume of fluid above the curved surface and its weight
2. The vertical force equals the weight and acts through the volume's centroid
3. Project the curved surface onto a vertical plane and determine its height and centroid depth
4. The horizontal force magnitude equals the projected area weight and acts at the projected area centroid depth
5. The resultant force is the vector sum of the horizontal and vertical forces and acts through the surface's center of curvature.
The document discusses hydrostatic forces on submerged plane surfaces. It provides analytical and graphical (prism) methods to calculate the total hydrostatic force and location of the center of pressure. As an example, it applies both methods to calculate the force on a submerged car door located 8 meters below the water surface. The analytical method yields a force of 101.24 kN and center of pressure at 0.144 meters above the bottom of the door. The prism method gives a force of 176.94 kN and center of pressure at 2.1 meters above the bottom.
This document discusses several key fluid mechanics concepts:
- Pressure and hydrostatic pressure calculations
- Determining the center of pressure and resultant force on submerged surfaces
- Archimedes' principle of buoyancy
- Stability of floating bodies
- The Bernoulli equation relating pressure, velocity, and elevation
- The continuity equation equating mass flow in and out of a system
This document discusses fluid statics and hydrostatic forces. It defines key terms like resultant force, center of pressure, and explains how to calculate them for surfaces with non-uniform pressure distributions. Specific examples are given for calculating the resultant force and center of pressure on a submerged rectangular plate and for curved surfaces. Forces on a cylindrical gate hinged at one end are also analyzed.
This document discusses fluid static forces and hydrostatic pressure. It begins by explaining that in a fluid at rest, pressure acts equally in all directions and where a fluid contacts a surface, the pressure gives rise to a force perpendicular to the surface. It also discusses how pressure increases with depth according to ρgh. The document then examines hydrostatic forces on various plane and curved surfaces, explaining how to calculate the magnitude and direction of forces on surfaces like inclined planes, vertical walls, and curved boundaries. It provides equations for calculating forces and locating centers of pressure on submerged objects.
1) The document discusses fluid static forces on plane and curved surfaces including the magnitude and direction of forces, and the location of the center of pressure.
2) Hydrostatic forces are calculated based on pressure distributions and properties of the surface area and fluid properties like density.
3) The center of pressure is found by calculating the first moment of area of the pressure distribution and does not necessarily coincide with the geometric center.
1. Fluid static forces act on surfaces exposed to fluids due to pressure distributions in the fluid. The magnitude and direction of these forces depend on factors like the surface geometry, depth of submergence, and fluid properties.
2. Hydrostatic forces can be resolved into vertical and horizontal components, with the vertical force equal to the weight of the displaced fluid. The location of the center of pressure determines the line of action of the resultant force.
3. For regular shapes, equations are provided to calculate the hydrostatic forces and location of the center of pressure based on the surface dimensions and submergence depth. Examples of applying these concepts to dams, gates, and curved surfaces are also presented.
1. Determine the volume of fluid above the curved surface and its weight
2. The vertical force equals the weight and acts through the volume's centroid
3. Project the curved surface onto a vertical plane and determine its height and centroid depth
4. The horizontal force magnitude equals the projected area weight and acts at the projected area centroid depth
5. The resultant force is the vector sum of the horizontal and vertical forces and acts through the surface's center of curvature.
The document discusses hydrostatic forces on submerged plane surfaces. It provides analytical and graphical (prism) methods to calculate the total hydrostatic force and location of the center of pressure. As an example, it applies both methods to calculate the force on a submerged car door located 8 meters below the water surface. The analytical method yields a force of 101.24 kN and center of pressure at 0.144 meters above the bottom of the door. The prism method gives a force of 176.94 kN and center of pressure at 2.1 meters above the bottom.
This document discusses several key fluid mechanics concepts:
- Pressure and hydrostatic pressure calculations
- Determining the center of pressure and resultant force on submerged surfaces
- Archimedes' principle of buoyancy
- Stability of floating bodies
- The Bernoulli equation relating pressure, velocity, and elevation
- The continuity equation equating mass flow in and out of a system
This document discusses fluid statics and hydrostatic forces. It defines key terms like resultant force, center of pressure, and explains how to calculate them for surfaces with non-uniform pressure distributions. Specific examples are given for calculating the resultant force and center of pressure on a submerged rectangular plate and for curved surfaces. Forces on a cylindrical gate hinged at one end are also analyzed.
Chapter 3 static forces on surfaces [compatibility mode]imshahbaz
1) The document discusses forces on submerged surfaces due to static fluids, including calculating hydrostatic pressures and determining the resultant force and center of pressure.
2) It provides methods for calculating the resultant force on plane and curved surfaces, including using pressure diagrams which graphically represent pressure changes with depth.
3) Examples are given for determining pressures, resultant forces, and centers of pressure on surfaces like vertical walls and combinations of liquids in tanks.
This document reports on an experiment conducted to determine hydrostatic force and center of pressure. The objectives were to determine the hydrostatic force on a partially or fully submerged surface and to determine experimentally and theoretically the center of pressure. The method involved increasing water depth in a tank and reaching equilibrium between moments on a balance arm, with forces from a weight and hydrostatic force on a vertical surface. Results from increasing water depth in 5 increments are presented in a table.
This experiment aims to determine the hydrostatic force and center of pressure on a partially submerged vertical surface. The student measures the dimensions of a quadrant apparatus and records water heights as it is filled. As water is added, equilibrium is reached when the hydrostatic force balances a hanging weight, locating the center of pressure. Calculations using the measured dimensions and recorded water heights are then made to theoretically determine the hydrostatic force and center of pressure, and compared to the experimental results.
The document discusses hydrostatic forces on surfaces submerged in fluids. It defines fluid statics as dealing with fluids at rest, where the only stress is normal stress due to pressure variations from fluid weight. It describes how to calculate the resultant force and center of pressure on plane and curved surfaces for non-uniform pressures. For a plane surface, the resultant force is the pressure at the centroid multiplied by the area. The center of pressure is found by equating moments. Examples are provided to demonstrate these calculations for rectangular plates and cylindrical gates submerged in water.
The document discusses hydrostatic forces on surfaces submerged in fluids. It defines fluid statics as dealing with fluids at rest, where the only stress is normal stress due to pressure variations from fluid weight. It describes how to calculate the resultant force and center of pressure on plane and curved surfaces for non-uniform pressure distributions. For a rectangular plate, the resultant force is the pressure at the centroid multiplied by the area, and the center of pressure is below the centroid. Examples are provided to demonstrate calculating these values.
This document provides a 3-paragraph summary of a course on hydraulics:
The course is titled "Hydraulics II" with course number CEng2152. It is a 5 ECTS credit degree program course focusing on open channel flow. Open channel flow occurs when water flows with a free surface exposed to the atmosphere, such as in rivers, culverts and spillways. Engineering structures for open channel flow are designed and analyzed using open channel hydraulics.
The document covers different types of open channel flow including steady and unsteady, uniform and non-uniform flow. It also discusses the geometric elements of open channel cross-sections including depth, width, area and hydraulic radius. Uniform flow
This document discusses hydrostatic forces on surfaces, including:
1. Forces act perpendicular to surfaces submerged in fluid.
2. Forces on plane surfaces can be calculated based on pressure, area, and depth. Center of pressure is below the geometric center.
3. Forces on curved surfaces are resolved into horizontal and vertical components based on the surface orientation at each point.
Allen t chwang hydrodynamic pressures on sloping dams during earthquakesjumadilsyam
1) Von Karmán's momentum-balance method is used to analyze earthquake forces on rigid dams with inclined upstream faces of constant slope.
2) It is found that the maximum hydrodynamic pressure always occurs at the base of the dam, regardless of the inclination angle.
3) Explicit formulas are presented to evaluate the total horizontal, vertical, and normal loads on the dam based on the inclination angle and reservoir depth.
hydrostatic presssure force on planer surface and curved surface.pptxNobelHassan
This document discusses hydrostatic forces on submerged bodies and plane surfaces. It defines key terms like hydrostatic force, center of pressure, and centroid. It provides formulas to calculate the total force on a submerged plane area and the location of its center of pressure. Sample problems are worked through applying these formulas to find the magnitude of force and depth/location of the center of pressure for various shapes when submerged in water.
This document discusses fluid mechanics and hydraulics concepts including:
1. Definitions of density, specific gravity, atmospheric pressure, absolute and gauge pressure.
2. Descriptions of viscosity, laminar flow, turbulent flow, continuity equation, and steady vs unsteady flow.
3. Explanations of surface tension, capillarity, hydrostatic pressure, buoyancy, and center of pressure.
4. Discussions of manometers, energy equations, forces on submerged surfaces, and fluid static forces.
1. The document discusses hydrostatic pressure, including how pressure increases linearly with depth in static fluids and how to calculate hydrostatic pressure.
2. An experiment is described to determine the center of pressure on a submerged plane using a balance and measuring water levels and weights. Theoretical calculations of center of pressure are shown for total and partial immersion.
3. Procedures are provided for conducting the experiment, collecting data on water levels and weights, and comparing results to theoretical values to analyze differences.
- Effective stress is the stress borne by the soil skeleton and is equal to the total stress minus the pore water pressure.
- Effective stress increases as the groundwater table lowers or under surcharge loading. It increases under downward seepage and decreases under upward seepage.
- In saturated soils, effective stress depends on the depth of soil and fluctuations in groundwater table. In unsaturated soils above the water table, pore water pressure is negative and effective stress is higher due to tension in the soil.
1) The document discusses fluid mechanics concepts related to pressure and fluid statics. It covers topics like pressure measurement devices, hydrostatic forces on submerged surfaces, buoyancy, stability of floating and immersed bodies, and fluids in rigid-body motion.
2) Key concepts covered include how pressure varies with depth in fluids, Pascal's law, Archimedes' principle of buoyancy, stability criteria for floating and immersed objects, and how pressure varies in fluids undergoing linear or rotational acceleration.
3) Various pressure measurement devices are described, including manometers, bourdon tubes, and deadweight testers. Equations are provided for calculating hydrostatic forces on plane and curved surfaces.
This document provides an overview of a 3-unit fluid mechanics course. It covers topics like fluid properties, fluid statics, pressure measurement, forces on submerged surfaces, buoyancy, and fluid flow. The course synopsis outlines concepts like density, pressure, viscosity, hydrostatic forces, and fluid flow measurements. It also defines key terms such as streamlines, boundary layers, and discharge. The document serves as an introduction to the main principles and concepts covered in the fluid mechanics course.
This document provides an overview of hydrostatics and the concepts of total pressure, center of pressure, and hydrostatic force on immersed surfaces. It discusses the total pressure on horizontally, vertically, and inclined immersed surfaces. It describes how to calculate the center of pressure on vertically and inclined immersed surfaces. The document also discusses hydrostatic force on curved surfaces and some applications of hydrostatics, such as water pressure on sluice gates.
This presentation introduces concepts of hydrostatics including total pressure on immersed surfaces, center of pressure, and applications. Total pressure on a surface depends on its orientation (horizontal, vertical, inclined) and is calculated by integrating pressure over small elements. The center of pressure is the point where the total pressure force acts and can be found using the theorem of parallel axis. Examples of hydrostatics applications discussed are water pressure on structures like sluice gates, lock gates, and masonry walls. Conditions for stability of dams are also outlined.
This document discusses hydrostatic forces on surfaces. It defines total pressure and center of pressure, and covers hydrostatic forces on three types of surfaces:
1) Plane surfaces, including horizontally immersed, vertically immersed, and inclined surfaces. The center of pressure is below the centroid for vertical surfaces.
2) Curved surfaces, where forces must be resolved into horizontal and vertical components since the direction of force varies by point.
3) Concepts of translating and rotating fluid masses are also introduced.
1. The document introduces the momentum equation for fluids and how it relates the rate of change of momentum within a control volume to the forces acting on the fluid.
2. Examples are provided to demonstrate how the momentum equation can be used to calculate forces exerted on surfaces by flowing fluids, such as the force of a jet on a flat plate or the force on a curved vane that deflects a fluid flow.
3. Euler's equation relating pressure, velocity, elevation, and density along a streamline is derived from applying Newton's second law to an infinitesimal element of fluid.
This document discusses the forces acting on gravity dams and their environmental impacts. It outlines various forces like water pressure, weight of the dam, uplift pressure, earthquake pressure, and wave pressure. It also explains how these forces are calculated. Regarding failure, it notes dams can fail through overturning, sliding, compression, or tension. The document concludes by covering environmental impacts of dam construction like pollution, and impacts of reservoirs like habitat destruction and sedimentation.
This document provides an overview of various branches of civil engineering including structural engineering, transportation engineering, geotechnical engineering, environmental engineering, construction management, quantity surveying, irrigation engineering, and earthquake engineering. It also discusses related topics like surveying, roads, railways, soil mechanics, fluid mechanics, and the roles of civil engineers in different construction projects. The key branches covered are structural design of buildings and bridges, transportation infrastructure like roads and railways, foundation design and geotechnical soil testing, water and wastewater management, construction planning and management, and disaster mitigation.
The document contains 7 practice problems for applying Bernoulli's equation to fluid mechanics situations:
1) Determining the diameter of a jet of water flowing from a tank if the water level remains constant
2) Determining if the water level in a tank with inflows and an outflow weir is rising or falling
3) Calculating pressures and drawing hydraulic grade lines for a pipe system with and without a nozzle
4) Analyzing forces on a vertical gate from upstream water with varying depths
5) Calculating flow rates and pressures at several points in a branched pipeline system
Chapter 3 static forces on surfaces [compatibility mode]imshahbaz
1) The document discusses forces on submerged surfaces due to static fluids, including calculating hydrostatic pressures and determining the resultant force and center of pressure.
2) It provides methods for calculating the resultant force on plane and curved surfaces, including using pressure diagrams which graphically represent pressure changes with depth.
3) Examples are given for determining pressures, resultant forces, and centers of pressure on surfaces like vertical walls and combinations of liquids in tanks.
This document reports on an experiment conducted to determine hydrostatic force and center of pressure. The objectives were to determine the hydrostatic force on a partially or fully submerged surface and to determine experimentally and theoretically the center of pressure. The method involved increasing water depth in a tank and reaching equilibrium between moments on a balance arm, with forces from a weight and hydrostatic force on a vertical surface. Results from increasing water depth in 5 increments are presented in a table.
This experiment aims to determine the hydrostatic force and center of pressure on a partially submerged vertical surface. The student measures the dimensions of a quadrant apparatus and records water heights as it is filled. As water is added, equilibrium is reached when the hydrostatic force balances a hanging weight, locating the center of pressure. Calculations using the measured dimensions and recorded water heights are then made to theoretically determine the hydrostatic force and center of pressure, and compared to the experimental results.
The document discusses hydrostatic forces on surfaces submerged in fluids. It defines fluid statics as dealing with fluids at rest, where the only stress is normal stress due to pressure variations from fluid weight. It describes how to calculate the resultant force and center of pressure on plane and curved surfaces for non-uniform pressures. For a plane surface, the resultant force is the pressure at the centroid multiplied by the area. The center of pressure is found by equating moments. Examples are provided to demonstrate these calculations for rectangular plates and cylindrical gates submerged in water.
The document discusses hydrostatic forces on surfaces submerged in fluids. It defines fluid statics as dealing with fluids at rest, where the only stress is normal stress due to pressure variations from fluid weight. It describes how to calculate the resultant force and center of pressure on plane and curved surfaces for non-uniform pressure distributions. For a rectangular plate, the resultant force is the pressure at the centroid multiplied by the area, and the center of pressure is below the centroid. Examples are provided to demonstrate calculating these values.
This document provides a 3-paragraph summary of a course on hydraulics:
The course is titled "Hydraulics II" with course number CEng2152. It is a 5 ECTS credit degree program course focusing on open channel flow. Open channel flow occurs when water flows with a free surface exposed to the atmosphere, such as in rivers, culverts and spillways. Engineering structures for open channel flow are designed and analyzed using open channel hydraulics.
The document covers different types of open channel flow including steady and unsteady, uniform and non-uniform flow. It also discusses the geometric elements of open channel cross-sections including depth, width, area and hydraulic radius. Uniform flow
This document discusses hydrostatic forces on surfaces, including:
1. Forces act perpendicular to surfaces submerged in fluid.
2. Forces on plane surfaces can be calculated based on pressure, area, and depth. Center of pressure is below the geometric center.
3. Forces on curved surfaces are resolved into horizontal and vertical components based on the surface orientation at each point.
Allen t chwang hydrodynamic pressures on sloping dams during earthquakesjumadilsyam
1) Von Karmán's momentum-balance method is used to analyze earthquake forces on rigid dams with inclined upstream faces of constant slope.
2) It is found that the maximum hydrodynamic pressure always occurs at the base of the dam, regardless of the inclination angle.
3) Explicit formulas are presented to evaluate the total horizontal, vertical, and normal loads on the dam based on the inclination angle and reservoir depth.
hydrostatic presssure force on planer surface and curved surface.pptxNobelHassan
This document discusses hydrostatic forces on submerged bodies and plane surfaces. It defines key terms like hydrostatic force, center of pressure, and centroid. It provides formulas to calculate the total force on a submerged plane area and the location of its center of pressure. Sample problems are worked through applying these formulas to find the magnitude of force and depth/location of the center of pressure for various shapes when submerged in water.
This document discusses fluid mechanics and hydraulics concepts including:
1. Definitions of density, specific gravity, atmospheric pressure, absolute and gauge pressure.
2. Descriptions of viscosity, laminar flow, turbulent flow, continuity equation, and steady vs unsteady flow.
3. Explanations of surface tension, capillarity, hydrostatic pressure, buoyancy, and center of pressure.
4. Discussions of manometers, energy equations, forces on submerged surfaces, and fluid static forces.
1. The document discusses hydrostatic pressure, including how pressure increases linearly with depth in static fluids and how to calculate hydrostatic pressure.
2. An experiment is described to determine the center of pressure on a submerged plane using a balance and measuring water levels and weights. Theoretical calculations of center of pressure are shown for total and partial immersion.
3. Procedures are provided for conducting the experiment, collecting data on water levels and weights, and comparing results to theoretical values to analyze differences.
- Effective stress is the stress borne by the soil skeleton and is equal to the total stress minus the pore water pressure.
- Effective stress increases as the groundwater table lowers or under surcharge loading. It increases under downward seepage and decreases under upward seepage.
- In saturated soils, effective stress depends on the depth of soil and fluctuations in groundwater table. In unsaturated soils above the water table, pore water pressure is negative and effective stress is higher due to tension in the soil.
1) The document discusses fluid mechanics concepts related to pressure and fluid statics. It covers topics like pressure measurement devices, hydrostatic forces on submerged surfaces, buoyancy, stability of floating and immersed bodies, and fluids in rigid-body motion.
2) Key concepts covered include how pressure varies with depth in fluids, Pascal's law, Archimedes' principle of buoyancy, stability criteria for floating and immersed objects, and how pressure varies in fluids undergoing linear or rotational acceleration.
3) Various pressure measurement devices are described, including manometers, bourdon tubes, and deadweight testers. Equations are provided for calculating hydrostatic forces on plane and curved surfaces.
This document provides an overview of a 3-unit fluid mechanics course. It covers topics like fluid properties, fluid statics, pressure measurement, forces on submerged surfaces, buoyancy, and fluid flow. The course synopsis outlines concepts like density, pressure, viscosity, hydrostatic forces, and fluid flow measurements. It also defines key terms such as streamlines, boundary layers, and discharge. The document serves as an introduction to the main principles and concepts covered in the fluid mechanics course.
This document provides an overview of hydrostatics and the concepts of total pressure, center of pressure, and hydrostatic force on immersed surfaces. It discusses the total pressure on horizontally, vertically, and inclined immersed surfaces. It describes how to calculate the center of pressure on vertically and inclined immersed surfaces. The document also discusses hydrostatic force on curved surfaces and some applications of hydrostatics, such as water pressure on sluice gates.
This presentation introduces concepts of hydrostatics including total pressure on immersed surfaces, center of pressure, and applications. Total pressure on a surface depends on its orientation (horizontal, vertical, inclined) and is calculated by integrating pressure over small elements. The center of pressure is the point where the total pressure force acts and can be found using the theorem of parallel axis. Examples of hydrostatics applications discussed are water pressure on structures like sluice gates, lock gates, and masonry walls. Conditions for stability of dams are also outlined.
This document discusses hydrostatic forces on surfaces. It defines total pressure and center of pressure, and covers hydrostatic forces on three types of surfaces:
1) Plane surfaces, including horizontally immersed, vertically immersed, and inclined surfaces. The center of pressure is below the centroid for vertical surfaces.
2) Curved surfaces, where forces must be resolved into horizontal and vertical components since the direction of force varies by point.
3) Concepts of translating and rotating fluid masses are also introduced.
1. The document introduces the momentum equation for fluids and how it relates the rate of change of momentum within a control volume to the forces acting on the fluid.
2. Examples are provided to demonstrate how the momentum equation can be used to calculate forces exerted on surfaces by flowing fluids, such as the force of a jet on a flat plate or the force on a curved vane that deflects a fluid flow.
3. Euler's equation relating pressure, velocity, elevation, and density along a streamline is derived from applying Newton's second law to an infinitesimal element of fluid.
This document discusses the forces acting on gravity dams and their environmental impacts. It outlines various forces like water pressure, weight of the dam, uplift pressure, earthquake pressure, and wave pressure. It also explains how these forces are calculated. Regarding failure, it notes dams can fail through overturning, sliding, compression, or tension. The document concludes by covering environmental impacts of dam construction like pollution, and impacts of reservoirs like habitat destruction and sedimentation.
This document provides an overview of various branches of civil engineering including structural engineering, transportation engineering, geotechnical engineering, environmental engineering, construction management, quantity surveying, irrigation engineering, and earthquake engineering. It also discusses related topics like surveying, roads, railways, soil mechanics, fluid mechanics, and the roles of civil engineers in different construction projects. The key branches covered are structural design of buildings and bridges, transportation infrastructure like roads and railways, foundation design and geotechnical soil testing, water and wastewater management, construction planning and management, and disaster mitigation.
The document contains 7 practice problems for applying Bernoulli's equation to fluid mechanics situations:
1) Determining the diameter of a jet of water flowing from a tank if the water level remains constant
2) Determining if the water level in a tank with inflows and an outflow weir is rising or falling
3) Calculating pressures and drawing hydraulic grade lines for a pipe system with and without a nozzle
4) Analyzing forces on a vertical gate from upstream water with varying depths
5) Calculating flow rates and pressures at several points in a branched pipeline system
This document provides conversion factors between British gravitational (BG) units and International System of Units (SI) units for various quantities in fluid mechanics and heat transfer. It lists units for length, area, mass, density, force, pressure, temperature, velocity, power, viscosity, volume, and flow rate. For each quantity, it specifies the conversion factor to multiply the BG unit by to obtain the equivalent SI unit. The list of conversion factors is extensive and covers many common units needed for engineering calculations involving fluid properties, forces, heat transfer, and fluid flow behaviors.
Manometers and Pitot tubes are devices used to measure fluid pressure and velocity. A manometer uses a liquid column to measure pressure differences, while a Pitot tube uses a pressure tap to measure flow velocity based on Bernoulli's equation. A manometer can be a simple U-tube or inclined design, while orifices are openings that can be classified by size, shape, and flow characteristics. A Pitot tube has a open end facing flow and static pressure taps, allowing velocity measurement. These devices are essential tools for analyzing fluid systems.
This document contains 5 questions regarding fluid mechanics. Question 1 involves calculating the torque and power required to overcome viscous resistance in a rotating shaft. Question 2 involves calculating pressure drop, head loss, and power required for a given water flow rate through a pipe and orifice system. Question 3 determines the necessary counterweight to balance a water gate. Question 4 calculates the water level in a tank given pump specifications and a triangular weir. Question 5 determines if a hydraulic machine is a pump or turbine and calculates its power output or input.
This document provides information and examples for calculating surface areas and volumes of rectangular and round tanks, as well as clarifier loading calculations. It includes formulas and step-by-step worked examples for determining surface area of rectangles and circles, and volume of rectangular and cylindrical tanks, including those with conical bottoms. Clarifier detention time is defined as the time it takes for water to travel from inlet to outlet.
1) The document presents the solution to calculating the force in a strut connecting two points on a small dam given information about the dam geometry and hydrostatic forces.
2) It also provides examples of calculating forces on structures like gates and stops subjected to hydrostatic forces from water, including determining the minimum volume of concrete needed to balance these forces.
3) The solutions involve applying principles of equilibrium, calculating hydrostatic force components, and summing moments. Analytical expressions for determining forces are developed.
The document contains questions related to open channel flow, pipe flow, and hydraulic structures. It asks the reader to calculate parameters like normal depth, critical depth, flow depth, head loss, forces on structures, and more for channels, pipes and hydraulic elements based on given flow rates, dimensions, slopes and roughness. The reader is asked to show working and assumptions for multi-part questions involving concepts like specific energy, critical flow, flow transitions, weirs and sluice gates.
The document describes a calculation to determine the height (H) of oil in a rectangular tank at which a hinged gate will just begin to rotate counterclockwise. The gate is subjected to an upward force from the oil (F1) and a leftward force from the air pressure (F2). F1 is calculated based on the oil density, area of the gate, and height of the oil column. F2 is given as the air pressure times the gate area. Setting F1 equal to F2 and solving for H gives the critical height at which rotation will occur.
The document discusses several fluid mechanics problems involving pipes, valves, pumps, and Venturi meters. It provides the relevant equations, diagrams, and step-by-step workings to calculate pressure, velocity, discharge, and other flow parameters for each problem.
The document also contains an Arabic passage discussing philosophical concepts like thinking outside the box and challenging preconceived notions.
The document contains questions related to open channel flow, pipe flow, and hydraulic structures. It asks the reader to calculate parameters like normal depth, critical depth, flow depth, head loss, force on structures, and more for channels, pipes and hydraulic elements based on given cross-sections, slopes, roughness and discharge. It also contains multiple choice questions testing understanding of concepts like Darcy-Weisbach equation, Chezy's formula, relationship between EGL, HGL and velocity head.
The document appears to be a 14-page final exam for a Hydraulic I course taught by Dr. Ezzat El-sayed G. SALEH in January 2017. It contains multiple pages of questions related to hydraulics for students taking the CVE 215 Hydraulic I course final.
The document contains lecture notes on hydraulics from Minia University in Egypt. It defines key terms related to fluid mechanics such as density, viscosity, laminar and turbulent flow, compressibility, and surface tension. It also provides the continuity equation and defines different types of fluid flow such as steady, uniform, rotational, and one, two, and three-dimensional flow. The notes conclude by listing the Bernoulli equation and its assumptions.
The document is a study sheet on Bernoulli's equation and its applications. It contains 7 practice problems applying Bernoulli's equation to calculate things like water flow rates, pressures at different points, and forces on gates. Diagrams illustrate the hydraulic systems and students are asked to calculate values, sketch graphs, and determine if water levels are rising or falling. The problems involve nozzles, pipes, weirs, and cylinders to demonstrate applications of Bernoulli's equation in hydraulics.
This document provides an overview of various topics in civil engineering, including the different branches and their applications. It discusses surveying, structural engineering, transportation engineering, geotechnical engineering, construction management, irrigation engineering, earthquake engineering, and the roles of civil engineers in construction projects like buildings and dams. The key information presented includes the different types of structures, loads, soils, roads, and the purposes and methods of each civil engineering specialty.
This document discusses Pelton wheel turbines. It begins with an overview of Pelton wheels and their components. It then provides explanations of key concepts such as impulse turbines, velocity diagrams, effective head, maximum power output, and hydraulic efficiency. Practical considerations for Pelton wheel design like optimal bucket angles are also covered. Finally, it discusses turbine selection and the typical range of specific speeds for different turbine types.
This document defines and describes different types of fluid flows. It discusses ideal and real fluids, Newtonian and non-Newtonian fluids, laminar and turbulent flow, steady and unsteady flow, uniform and non-uniform flow, compressible and incompressible flow, rotational and irrotational flow, and viscous and non-viscous flow. Key fluid properties like viscosity, density, and compressibility are covered. Examples are provided to illustrate different fluid types and flows.
This document contains diagrams and questions related to fluid mechanics:
1) It shows diagrams of different devices moving in fluid and asks whether each will move in the positive or negative x-direction assuming equal pressure at the entrance and exit.
2) It shows a diagram of a sprinkler and asks to determine the torque required to prevent its rotation given the fluid velocity and distance from the point of rotation.
3) It shows a diagram of a vane moving through fluid and asks to determine the force on the vane given its angle, velocity through the fluid, and the fluid velocity striking it.
4) It asks which factors the pressure at the summit of a siphon depends on out of liquid density
The document discusses hydraulic grade lines (HGL) and energy grade lines (EGL), which are tools for representing energy in hydraulic systems. It notes that three key equations - discharge and continuity, energy, and momentum - are fundamental to solving most hydrodynamic problems. HGLs and EGLs provide a visual representation of energy along a flow path to help identify points of concern in design and analysis. Examples are given of how HGLs and EGLs change with factors like pipe diameter, valves, nozzles, pumps, and turbines.
Rainfall intensity duration frequency curve statistical analysis and modeling...bijceesjournal
Using data from 41 years in Patna’ India’ the study’s goal is to analyze the trends of how often it rains on a weekly, seasonal, and annual basis (1981−2020). First, utilizing the intensity-duration-frequency (IDF) curve and the relationship by statistically analyzing rainfall’ the historical rainfall data set for Patna’ India’ during a 41 year period (1981−2020), was evaluated for its quality. Changes in the hydrologic cycle as a result of increased greenhouse gas emissions are expected to induce variations in the intensity, length, and frequency of precipitation events. One strategy to lessen vulnerability is to quantify probable changes and adapt to them. Techniques such as log-normal, normal, and Gumbel are used (EV-I). Distributions were created with durations of 1, 2, 3, 6, and 24 h and return times of 2, 5, 10, 25, and 100 years. There were also mathematical correlations discovered between rainfall and recurrence interval.
Findings: Based on findings, the Gumbel approach produced the highest intensity values, whereas the other approaches produced values that were close to each other. The data indicates that 461.9 mm of rain fell during the monsoon season’s 301st week. However, it was found that the 29th week had the greatest average rainfall, 92.6 mm. With 952.6 mm on average, the monsoon season saw the highest rainfall. Calculations revealed that the yearly rainfall averaged 1171.1 mm. Using Weibull’s method, the study was subsequently expanded to examine rainfall distribution at different recurrence intervals of 2, 5, 10, and 25 years. Rainfall and recurrence interval mathematical correlations were also developed. Further regression analysis revealed that short wave irrigation, wind direction, wind speed, pressure, relative humidity, and temperature all had a substantial influence on rainfall.
Originality and value: The results of the rainfall IDF curves can provide useful information to policymakers in making appropriate decisions in managing and minimizing floods in the study area.
Use PyCharm for remote debugging of WSL on a Windo cf5c162d672e4e58b4dde5d797...shadow0702a
This document serves as a comprehensive step-by-step guide on how to effectively use PyCharm for remote debugging of the Windows Subsystem for Linux (WSL) on a local Windows machine. It meticulously outlines several critical steps in the process, starting with the crucial task of enabling permissions, followed by the installation and configuration of WSL.
The guide then proceeds to explain how to set up the SSH service within the WSL environment, an integral part of the process. Alongside this, it also provides detailed instructions on how to modify the inbound rules of the Windows firewall to facilitate the process, ensuring that there are no connectivity issues that could potentially hinder the debugging process.
The document further emphasizes on the importance of checking the connection between the Windows and WSL environments, providing instructions on how to ensure that the connection is optimal and ready for remote debugging.
It also offers an in-depth guide on how to configure the WSL interpreter and files within the PyCharm environment. This is essential for ensuring that the debugging process is set up correctly and that the program can be run effectively within the WSL terminal.
Additionally, the document provides guidance on how to set up breakpoints for debugging, a fundamental aspect of the debugging process which allows the developer to stop the execution of their code at certain points and inspect their program at those stages.
Finally, the document concludes by providing a link to a reference blog. This blog offers additional information and guidance on configuring the remote Python interpreter in PyCharm, providing the reader with a well-rounded understanding of the process.
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.
Embedded machine learning-based road conditions and driving behavior monitoringIJECEIAES
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
Design and optimization of ion propulsion dronebjmsejournal
Electric propulsion technology is widely used in many kinds of vehicles in recent years, and aircrafts are no exception. Technically, UAVs are electrically propelled but tend to produce a significant amount of noise and vibrations. Ion propulsion technology for drones is a potential solution to this problem. Ion propulsion technology is proven to be feasible in the earth’s atmosphere. The study presented in this article shows the design of EHD thrusters and power supply for ion propulsion drones along with performance optimization of high-voltage power supply for endurance in earth’s atmosphere.
Software Engineering and Project Management - Introduction, Modeling Concepts...Prakhyath Rai
Introduction, Modeling Concepts and Class Modeling: What is Object orientation? What is OO development? OO Themes; Evidence for usefulness of OO development; OO modeling history. Modeling
as Design technique: Modeling, abstraction, The Three models. Class Modeling: Object and Class Concept, Link and associations concepts, Generalization and Inheritance, A sample class model, Navigation of class models, and UML diagrams
Building the Analysis Models: Requirement Analysis, Analysis Model Approaches, Data modeling Concepts, Object Oriented Analysis, Scenario-Based Modeling, Flow-Oriented Modeling, class Based Modeling, Creating a Behavioral Model.
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
3. Hydraulic I (3) Fluid Static Forces
Hydrostatic Forces on Plane Surfaces
- Magnitude,
- Direction, it is the easiest! why?
- Line of action
To define the force, we need:
7. Pressure can be measured by manometers.
Surface tension can be affect the readings of
manometers.
In a fluid at rest, pressure is constant along a horizontal
plane.
On a submerged horizontal surface the pressure is
constant and the center of pressure is also the center of
area (centroid).
On a submerged Vertical surface the pressure increases
with depth and the center of pressure is below the
centroid. (7)
8.
9. Hydraulic I (9) Fluid Static Forces
Hydrostatic Force on an Inclined Plane Surfaces
- Magnitude,
- Location
10. X
dA
Hydraulic I (10) Fluid Static Forces
Center of Pressure
CP
Center of Gravity
CG
y
ỳ
ycp
F
P = g y sin
Free
Surface
A
A
dA
y
g
dA
P
F
sin
Hydrostatic Force on Plane Inclined Surfaces
11. Hydraulic I (11) Fluid Static Forces
A
y
sin
g
dA
sin
y
g
dA
P
F
A
A
A
Surfaces exposed to fluids experience a force due to
the distribution in the fluid
From solid mechanics the location of the center of
gravity (centroid of the area) measured from the
surface is
A
y
A
1
y
A
..(1)
- Magnitude
Hydrostatic Force on Plane Inclined Surfaces
12. Hydraulic I (12) Fluid Static Forces
A
P
A
h
g
A
)
sin
y
(
g
F
Substituting into Eq. (1) gives:
y
h
sin
y
h
- Magnitude
Hydrostatic Force on Plane Inclined Surfaces
13. Hydraulic I (13) Fluid Static Forces
A
P
A
h
g
A
P
A
h
g
A
P
F atm
atm
)
R
(
The net pressure force on the plane, submerged
surface is
Hydrostatic Force on Plane Surfaces
14. Center of Pressure on an Inclined Plane Surface
- Line of Action of F
Hydraulic I (14) Fluid Static Forces
Does the resultant force pass thought the center of
gravity ?
No ! lies below the centroid, since pressure increases
with depth,
Moment of the resultant force must equal the moment
of the distributed pressure force.
dA
y
sin
g
y
dF
y
F
A
2
A
cp
16. - Line of Action of F (center of pressure)
Hydraulic I (16) Fluid Static Forces
The location of the center of pressure is
independent of the angle ,
The center of pressure is always below the
centroid,
As the depth of immersion increase, the depth of
the center of pressure approaches the centroid.
y
A
I
y
y
g
.
c
cp
17. Patm = 0 Free surface
F
h
g h
h/3
Liquid of
density,
Pavg.
C. P
C. G
B
h
Pressure and Hydrostatic Force on a Vertical Plane Surface
21. Pressure, Forces, Moments on a Submerged Symetric Plate
Determine the force and center of pressure on a rectangular wall
on a tank filled with a fluid (gasoline of s.g = 0.86) with total depth
= 3 m and length of wall = 10 m.
3 m
F
Wall
A
3 m
10 m
dA
Typical Problem
Typical Schematics
27. Hydrostatic Force on Curved Surfaces
What force F is required to hold
the plate AB steady?
Plate AB has a width of 1.0m on to the paper
28. • Curved Submerged Surface
Horizontal Force = Equivalent Vertical Plane Force
Vertical Force = Weight of Fluid Directly Above
(+ Free Surface Pressure Force)
Hydrostatic Force on Submerged Surfaces
29. The dam shown below has a cylindrical surface with a
radius of 8 meters. If water is built up to the top of the dam,
what is the equivalent point load of the water pressing
against the dam.
8 m
Worked Example
33. 33 Radial Gate Fabrication
Applications
Diversion of water for irrigation,
On top of dams to increase reservoir
capacity,
In spillways or in drainage canals to
maintain water elevation,
In other locations where wide, clear
waterway openings are necessary and
where economical control of water is
important.
35. A 5-m long seawall separates a freshwater body from a saltwater body
as shown in the figure. The wall is a total of 4 m high, with the top half of
the wall being semicircular. Under design conditions, the surface of the
freshwater body is at the top of the wall and the surface of the saltwater
body is at the mid-height of the wall.
What is the net hydrostatic force on the wall under the design condition?
Assume that the freshwater and the and saltwater are 1.0 and 1.06 m
respectively.
Worked Example
42. 42
Hydraulic I (28) Fluid Static Forces
- Moment of Inertia for Common Shapes
43. 29
C.G
C.P
Free Surface
A Completely Submerged Tilted Rectangular Plate
)
b
a
(
sin
2
/
a
S
g
A
h
g
F
)
b
a
(
2
/
a
S
)
12
/
a
b
(
2
/
a
S
y
3
cp
sin
2
/
a
S
h
h
y
cp
y
S
F
a
44. 30
C.G
C.P
Free Surface
sin
)
2
/
a
(
h y
a
cp
y
F
)
b
a
(
sin
2
/
a
g
A
h
g
F
h
a
3
2
)
b
a
(
2
/
a
)
12
/
a
b
(
2
/
a
y
3
cp
When the Upper Edge of the Submerged Tilted Rectangular Plate is
Free Surface and thus (S = 0)
h
45. 45
=90o
C.G
C.P
Free Surface
A Completely Submerged Vertical Rectangular and thus ( = 0)
a
S
1
90
sin
:
where
)
2
/
a
S
(
h
o
cp
cp h
y
h
y
F
)
b
a
(
2
/
a
S
g
A
h
g
F
)
b
a
(
2
/
a
S
)
12
/
a
b
(
2
/
a
S
y
3
cp
46. 31
=90o
C.G
C.P
Free Surface
h
y
cp
cp h
y
0
S
,
1
90
sin
:
where
2
/
a
h
o
a
F
When the Upper Edge of the Submerged Vertical Rectangular
Plate is at the Free Surface and thus (S = 0 & = 90o)
)
b
a
(
2
/
a
g
A
h
g
F
a
3
2
)
b
a
(
2
/
a
)
12
/
a
b
(
2
/
a
y
3
cp
47. 32
F increases as H increases ?
decreases as H increases?
is constant as H increases?
T increases as H increases?
T is constant as H increases?
y
ycp
y
ycp
True or False???
48. Hydraulic I (21) Fluid Static Forces
D C
E B
A
FH
W1
W2
Assume Patm= 0 (gage) at the free
surface,
The hydrostatic force on the surface
EA : is Fx
The net vertical force on the curve
surface AB is: FV = W1+W2
To find the line of action of the
resultant force, balance the
momentum about some convenient
point
Pressure on Curved Surface (free body)
49. A
D
B
C
yCp
FV(1)
FH
FV(2)
E
Pressure on Curved Surface (free body)
w
EA
2
EA
DE
g
Fx
A
w
ABE
area
BCDE
area
g
FV
S
B
Hydraulic I (33) Fluid Static Forces
50. Pressure on Curved Surface (free body)
Determine the volume of fluid above the curved surfa
Compute the weight of the volume above it,
The magnitude of the vertical component of the resu
force is equal to the weight of the determined volume.
acts in line with the centroid of the volume,
Draw a projection of the curved surface onto a vertica
plane and determine its height called “S”,
Hydraulic I (34) Fluid Static Forces
51. 51
Hydraulic I (35) Fluid Static Forces
Determine the depth to the centroid of the projected a
=DE+(S/2), where DE is the depth to the top of the projected a
Compute the magnitude of the horizontal component
the resultant force, FH = g h- A = g (DE+S/2)x(Sx w)
Compute the depth to the line of action of the horizon
force,
h
A
I
h
h
cg
cp
Pressure on Curved Surface (free body)
52. 52
Hydraulic I (36) Fluid Static Forces
For regular rectangular cross-section,
Thus,
Compute the resultant force,
h
A
I
h
h
cg
cp
w
S
h
12
S
DA
g
A
h
g
F
2
H
2
V
2
H
R F
F
F
Pressure on Curved Surface (free body)
53. 53
Hydraulic I (37) Fluid Static Forces
Compute the angle of inclination of the resultant forc
relative to the horizontal.
Thus,
11- Show the resultant force acting on the curved surfac
in such a direction that its line of action passes throu
the center of curvature of the surface.
H
V
1
F
F
tan
Pressure on Curved Surface (free body)
54. 54
Hydraulic I (38) Fluid Static Forces
2.50 m
2.80 m
2. 0 m
water Oil s.g = 0.90
Support
Gate, 0.60 m wide
Hinge
Pressure on Plane Surface (free body)
55. 55
Hydraulic I (39) Fluid Static Forces
The figure shows a gate hinged at its bottom
hinged at its bottom and held by a simple support
at its top. The gate separates two fluids. Compute
the net force on the gate due to the fluid on each
side, and
Compute the force on the hinge and on the
support.
Pressure on Plane Surface (free body)
56. Hydraulic I (40) Fluid Static Forces
2.50 m
2.80 m
2. 0 m
water Oil Sg = 0.90
Support
Gate, 0.60 m wide
Hinge “o”
F1
F2
Hcp (1)
Hcp (1)
2.50 m
Pressure on Plane Surface (free body)
60. 60
What are the magnitude and direction of the force on
the vertical rectangular dam (the shown figure) of
height H and width, w, due to hydrostatic loads, and
At what elevation is the center of pressure?
62. 62
Because the area is (Hxw), the magnitude of the force,
2
H
w
g
2
1
A
h
g
F
The center of pressure is found using, )
h
A
/(
I
h
y cg
p
.
c
12
/
H
w
I 3
cg
Thus, 6
/
H
)
2
/
w H
(
)
12
/
H
w
(
h
y 2
3
p
.
c
The hydrostatic pressure is , where is the dept
which the centroid of the dam is located.
h
g
P
2
H
h
63. 63
The direction of the force is normal and compressive to the dam face a
shown .
The center of pressure is therefore located at a distance H/6 directly b
the centroid of the dam, or a distance 2H / 3 of below the water surfac
64. 64
What is the net horizontal force acting on a constant
radius arch-dam face due to hydrostatic forces?
66. 66
The projected area is , while
H
sin
R
2
A proje cte d
The pressure at the centroid of the projected surface is h
g
P
The magnitude of the horizontal force is thus
and the center of pressure lies below the water surface on the
line of symmetry of the dam face.
sin
R
H
g
A
h
g
F 2
3
2 /
H
Because the face is assumed vertical, the vertical force on the dam is ze
70. 70
A
B
C
FH, U
D
FH, U
FH, D
FV, U FV, D
O
E
)
W
"
AD
("
"
AD
"
g
F U
,
H
)
W
"
OA
("
"
OA
"
g
F D
,
H
W
BCD
area
ABCD
area
g
F U
,
V
W
AOE
area
g
F D
,
V
3
/
r
4
Curved Surfaces
74. 74
Fluid of s. g =
P =
)
g
g
.
s
/(
P
h w
.
equi
B
B
A
h
B
h
The tank shown in the figure contains a
fluid of s.g = and is pressurized to P =
How to calculate the forces (horizontal
& vertical on the quarter circle gate
AB????
Convert the pressure to an equivalent head “h” equiv.
)
g
g
.
s
/(
P
h w
.
equi
and solve it as before
77. 77
9.0 m
45 m
Water
Water Surface
9.0 m
A semicircular 9.0 m diameter tunnel is to be built under a 45
m deep, 240 m long lake, as shown. Determine the total
hydrostatic force acting on the roof of the tunnel.
Tunnel
Worked Example
78. 78
9.0 m
45 m
Water
W
ater Surface
9.0 m
Tunnel
A
B C
D
E
Fx
Fy
Fx
Fy
The hydrostaticforce actingon the roof of the tunnel
The hydrostatic force acting on the roof of the tunnel
79. 79
It acts vertically downward (see the shown figure
below).
0
Fx
w
A E D
a re a
A B C D
a re a
g
Fy
kN
10
64
.
874
240
9
8
9
45
81
.
9
1000 3
2
The vertical force can be computed as
80. 80
R
1
If this weightless quarter-cylindrical gate is in static equilibrium, what is
the ratio between 1 and 1 ?
2
Worked Example “Static Forces on Curved Surfaces”
Pivot
81. 81
3
/
R
4
R
U
,
H
F D
,
H
F
U
,
V
F
1
2
U
,
H
D
,
H
H F
F
F
W
)
ABC
volume
(
g
FV
3
/
R 3
/
R
)
1
R
(
2
R
F 1
U
,
H
)
1
R
(
2
R
F 2
D
,
H
Both of the horizontal
forces, FH,U and FH,D
act at a vertical
distance of R/3 above
the pivot.
A
B C
For a unite wide of the gate
U
,
H
F
Cont.
82. 82
3
R
4
F
3
R
F U
,
V
H
Taking the moment about the pivot “o” and equating it to zero gives,
or
3
R
4
0
.
1
4
R
3
R
)
0
.
1
R
(
2
R
)
(
2
1
1
2
H
F U
,
V
F
1
1
2 2
)
(
the ratio between 1 and 1
3
/
1
2
1
Cont.
83. 83
Worked Example “Static Forces on Curved Surfaces”
The homogeneous gate shown in the figure consists of one quarter of a
circular and is used to maintain a water depth of 4.0 m. That is, when
the water depth exceeds 4.0 m, the gate opens slightly and lets the
water flow under it. Determine the weight of the gate per meter of length.
Water
Worked Example “Static Forces on Curved Surfaces”
Pivot
1.0 m
4.0 m
84. 84
Cont.
Water
Worked Example “Static Forces on Curved Surfaces”
Pivot
1.0 m
4.0 m
0.5 m
1- 4R/3
FV,2
FV,1
FH
C.p
3
2
/
1
h
C.G
O
A
B
C D
W
In the shown figure, FH and FV are the
horizontal and vertical components of
the total force on the one quarter of a
circular immersed homogenous gate.
85. 85
Cont.
0.5 m
1- 4R/3
FV,2
FV,1
FH
C.p
O
A
B
C D
W
For the Horizontal Force:
g
5
.
3
)
1
1
(
)
2
/
1
3
(
g
A
h
g
FH
It acts towards left at a distance hcp from the free surface,
which can be calculate as
m
52
.
3
5
.
3
)
1
1
(
)
12
/
1
1
(
5
.
3
h
A
I
h
h
3
cg
p
.
c
For the Vertical Force:
The horizontal force FH= Resultant force on the projection
of “OA” on a vertical plane:
The vertical force FV = Weight of the
volume of the water which would lie
vertically above “OA”.
0
.
1
AODCDA
area
g
width
unit
per
,
FV
86. 86
Cont.
0.5 m
1- 4R/3
FV,2
FV,1
O
A
B
C D
W
0
.
1
ODCB
area
AOB
area
g
width
unit
per
,
FV
2
,
V
1
,
V F
and
F
g
785
.
0
0
.
1
)
4
/
1
(
g
0
.
1
AOB
area
g
F 2
1
,
V
g
3
0
.
1
)
3
1
(
g
0
.
1
ADCB
area
g
F 2
,
V
The force acts upward, through the centroid of the gate at a
distance of (1- 4R/ 3) = 1- (4x1/ 3 ) = 1- 0.424 =0.576 m (left
to “O”)
The force acts upward, through the centroid of the rectangular
“ODCB” at a distance of 0.50 m (left to “O”)
87. 87
Cont.
0.5 m
1- 4R/3
FV,2
FV,1
O
A
B
C D
W
Since the gate is homogenous, it weight acts downward,
through the centroid at a distance of (1- 4R/ 3) = 1- (4x1/ 3 ) =
1- 0.424 =0.576 m (left to “O”).
FH
3.52 - 3.0 = 0.52m
Taking the moments about pivot “O”
576
.
0
W
50
.
0
F
576
.
0
F
52
.
0
F
0
M 2
,
V
1
,
V
H
"
O
"
about
576
.
0
50
.
0
F
576
.
0
F
52
.
0
F
W
2
,
V
1
,
V
H
Substituting the compute values gives,
kN
25
.
64
1000
81
.
9
1000
55
.
6
g
55
.
6
576
.
0
50
.
0
3
576
.
0
g
785
.
0
52
.
0
g
5
.
3
W
W = the weight of the
gate per meter of length
88. 88
1.20 m
1.80
m
2.40 m
P
S.G = 0.95
Air
Air
A
Worked Example “Static Forces on
Plane Surfaces”
•What is the pressure at “A”?
• Draw a free body diagram of the
gate (5.0 m) showing all forces and
the locations of their lines of action.
• Calculate the minimum force “P”
necessary to keep the gate close.