Five Weirs Walk
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This document provides information about a project called "Five Weirs Walk" that was done by Lara Sunna for her Introduction to Landscape Design Practice course. The project was a site contribution for a precedent study and was coordinated by Clare Rishbeth in the Department of Landscape at the University of Sheffield.
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EXPERIMENTAL STUDY OF DIFFERENT SILL GEOMETRIES IN PIANO KEY WEIRS
Piano Key (PK) Weirs are non gated type of weirs with increased discharge capacity because of their increased plan length. PK weirs are better than other conventional types of weirs for applications where the channel width is restricted. These are cost effective hydraulic structures and can work efficiently at low heads also. In this paper, two physical PK weir models with different sill geometries were tested; one with sloping sill and the other with triangular sill. Based on the
experimental results, it has been found that the discharge coefficient (Cd) for sloping sill and triangular sill are 0.243 and 0.264 respectively.
Agen 159 lec 6
This document discusses water measurement techniques for intelligent water management. It explains why water measurement is important, discusses common units of measurement, and covers some basic mathematics related to water flow measurement. It then describes several common devices for measuring water flow, such as weirs, flumes, and meters. Specific devices covered in more detail include the Parshall flume and cut-throat flume. Examples of calculations involving flow rate, area, depth, and time are also provided.
Final
This thesis examined the effects of weirs on sediment and phosphorus (P) dynamics in agricultural drainage ditches. A laboratory experiment simulated the increased hydraulic residence time caused by weirs and found that longer inundation led to abiotic factors releasing P, but did not reduce P storage. Two field studies compared these results to weirs of varying ages. Newly installed weirs retained significantly more water, sediment, and P than controls for about a year until retention mechanisms and capacity were exceeded. Weirs convert intermittently flooded sediments into consistently saturated sediments, functioning as a conservation practice by slowing water flow and allowing sediment settling, but their benefits are temporary.
Characteristics of sharp weirs and the hydraulic jump
This document summarizes experiments conducted on sharp crested weirs and the hydraulic jump. It includes an experiment on a V-notch weir that measured discharge rates and calculated coefficients. Graphs were plotted showing relationships between head and discharge. The experiment also examined a broad crested weir, measuring effects of width and step height on discharge coefficients. Procedures, results, and conclusions are discussed to analyze weir properties and flow characteristics.
5 Weirs Walk
Five weirs walk is a path along the river Don in Sheffield that has various atmospheres including walking under a bridge that looks spectacular and a brick wall that merges into the scenery covered with ivy and vegetation to look natural as trees are also covered with ivy providing a naturally healing environment.
Cu07821 8 weirs
This document discusses different types of weirs used to measure water discharge, including broad crested weirs, thin plate weirs, and Rehbock, Romijn, Cipoletti, circular, and Thomson weirs. Broad crested weirs can be long or short, and influence discharge measurements differently depending on whether water downstream affects flow. Thin plate weirs have a sharp crest and allow measuring the upstream water level where it is streamlined with atmospheric pressure under the nappe. The document also provides a link to a video about a hydrosystem and field trip in Macedonia.
Hydraulics of structures
Structures placed in channels can control or measure water flow. Common structures include weirs and orifices. Weirs have a crest over which water flows. As head increases, flow increases dramatically for weirs. Sharp-crested weirs come in triangular, rectangular, and trapezoidal shapes. Broad-crested weirs support flow longitudinally. Orifices are openings where flow occurs. At low heads, orifices can act as weirs. Pipes also control flow as head loss from entrance, bends, and friction must be considered. Multiple flow regimes like weir, orifice, and full pipe flow apply for drop inlet spillways depending on head. Rockfill outlets provide energy dissipation
Introduction with weirs flumes and orifices
This document discusses different types of flumes, weirs, and orifices used to measure water flow. It describes flumes as man-made channels for water in the form of open declined gravity channels. It lists different types of flumes including H-type, HS-type, HL-type, and Parshall flume. Weirs are described as barriers across rivers designed to alter flow characteristics by pooling water while allowing steady flow over the top. Common types of weirs include rectangular, triangular, and Cipolletti weirs. Orifices are defined as small openings in structures across channels, typically circular or rectangular, that can be free-flowing or submerged.
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EXPERIMENTAL STUDY OF DIFFERENT SILL GEOMETRIES IN PIANO KEY WEIRS
Piano Key (PK) Weirs are non gated type of weirs with increased discharge capacity because of their increased plan length. PK weirs are better than other conventional types of weirs for applications where the channel width is restricted. These are cost effective hydraulic structures and can work efficiently at low heads also. In this paper, two physical PK weir models with different sill geometries were tested; one with sloping sill and the other with triangular sill. Based on the
experimental results, it has been found that the discharge coefficient (Cd) for sloping sill and triangular sill are 0.243 and 0.264 respectively.
Agen 159 lec 6
This document discusses water measurement techniques for intelligent water management. It explains why water measurement is important, discusses common units of measurement, and covers some basic mathematics related to water flow measurement. It then describes several common devices for measuring water flow, such as weirs, flumes, and meters. Specific devices covered in more detail include the Parshall flume and cut-throat flume. Examples of calculations involving flow rate, area, depth, and time are also provided.
Final
This thesis examined the effects of weirs on sediment and phosphorus (P) dynamics in agricultural drainage ditches. A laboratory experiment simulated the increased hydraulic residence time caused by weirs and found that longer inundation led to abiotic factors releasing P, but did not reduce P storage. Two field studies compared these results to weirs of varying ages. Newly installed weirs retained significantly more water, sediment, and P than controls for about a year until retention mechanisms and capacity were exceeded. Weirs convert intermittently flooded sediments into consistently saturated sediments, functioning as a conservation practice by slowing water flow and allowing sediment settling, but their benefits are temporary.
Characteristics of sharp weirs and the hydraulic jump
This document summarizes experiments conducted on sharp crested weirs and the hydraulic jump. It includes an experiment on a V-notch weir that measured discharge rates and calculated coefficients. Graphs were plotted showing relationships between head and discharge. The experiment also examined a broad crested weir, measuring effects of width and step height on discharge coefficients. Procedures, results, and conclusions are discussed to analyze weir properties and flow characteristics.
5 Weirs Walk
Five weirs walk is a path along the river Don in Sheffield that has various atmospheres including walking under a bridge that looks spectacular and a brick wall that merges into the scenery covered with ivy and vegetation to look natural as trees are also covered with ivy providing a naturally healing environment.
Cu07821 8 weirs
This document discusses different types of weirs used to measure water discharge, including broad crested weirs, thin plate weirs, and Rehbock, Romijn, Cipoletti, circular, and Thomson weirs. Broad crested weirs can be long or short, and influence discharge measurements differently depending on whether water downstream affects flow. Thin plate weirs have a sharp crest and allow measuring the upstream water level where it is streamlined with atmospheric pressure under the nappe. The document also provides a link to a video about a hydrosystem and field trip in Macedonia.
Hydraulics of structures
Structures placed in channels can control or measure water flow. Common structures include weirs and orifices. Weirs have a crest over which water flows. As head increases, flow increases dramatically for weirs. Sharp-crested weirs come in triangular, rectangular, and trapezoidal shapes. Broad-crested weirs support flow longitudinally. Orifices are openings where flow occurs. At low heads, orifices can act as weirs. Pipes also control flow as head loss from entrance, bends, and friction must be considered. Multiple flow regimes like weir, orifice, and full pipe flow apply for drop inlet spillways depending on head. Rockfill outlets provide energy dissipation
Introduction with weirs flumes and orifices
This document discusses different types of flumes, weirs, and orifices used to measure water flow. It describes flumes as man-made channels for water in the form of open declined gravity channels. It lists different types of flumes including H-type, HS-type, HL-type, and Parshall flume. Weirs are described as barriers across rivers designed to alter flow characteristics by pooling water while allowing steady flow over the top. Common types of weirs include rectangular, triangular, and Cipolletti weirs. Orifices are defined as small openings in structures across channels, typically circular or rectangular, that can be free-flowing or submerged.
Infrastructure for water resource development_ Sushil Kumar (NWA)_2011
Dams are classified based on their use, material, and size. The three main types are storage dams, diversion dams, and hydroelectric dams. Storage dams create reservoirs and are the most common type for water storage. Diversion dams raise water levels to divert water into conveyance systems. Infrastructure for water resources includes dams, barrages, weirs, canals, canal regulation works, and cross drainage works. Hydroelectric power plants have components like intake structures, penstocks, power houses with turbines, and tailraces.
Weirs and flumes with broad
This document provides information about weirs and Parshall flumes. It discusses different types of weirs including sharp-crested weirs like rectangular and V-notch weirs, as well as broad-crested weirs. Formulas are provided for calculating flow rates over these structures. The document also introduces the Parshall flume, which can be used as an alternative to weirs for measuring flow rates while reducing head losses and sediment accumulation. Key features of the Parshall flume design and measurement principles are described.
Dams and barrages
Dams and barrages have environmental impacts while also providing benefits. Dams generate power, supply water, stabilize flows for irrigation, prevent floods, reclaim land, and create recreation areas. However, they can cause seepage, affect groundwater, trap sediments, and change river ecology. Reservoirs can introduce invasive species and changes in water quality impact fertility, pollution, diseases, and species extinction. Large dams have even caused the Earth's rotation to speed up. Barrages similarly control water flows but have impacts like increased turbidity, altered sediment movement, and breeding of mosquitoes.
weirs
Weirs are barriers placed in flowing water to alter flow characteristics and measure discharge. They come in various forms smaller than conventional dams. The geometry of the weir crest allows depth of water behind it to be converted to a flow rate using discharge equations. Common weir types include labyrinth, broad crested, sharp crested, compound, and V-notch weirs, each suited to different flow measurement applications. While weirs enable flow measurement, they can also increase oxygen in water and create dangerous hydraulic jumps downstream.
Weir and barrage lecture
The document describes the components and purposes of weirs and barrages. Weirs and barrages are solid structures built across rivers to raise water levels and divert water into canals. The main differences are that barrages use gates to regulate flow, while weirs use crest height. Barrages are more expensive than weirs. The structures are used to control water levels and flows, prevent flooding, divert water, and train rivers to reduce impacts on canal headworks. Key components include the main body, divide wall, under sluices, fish ladder, sheet piles, apron, and river training works.
Weirs
A weir is a structure in an open channel that causes water to pool. As flow rate increases, the depth of water above the weir increases. Weirs are classified based on their crest shape as either sharp-crested or broad-crested. Common types of sharp-crested weirs include rectangular, V-notch, and trapezoidal weirs. Broad-crested weirs are robust structures that span the full channel width and are well-suited for measuring river discharge. Flow rate calculations using weirs can provide useful data for applications like flood control, hydroelectric projects, irrigation, and environmental studies.
Diversion head works ajitha miss
1. Diversion headworks are structures constructed across rivers to divert water into canals. They raise the water level in the river and regulate the water supply to the canal.
2. The key components of diversion headworks include weirs or barrages, divide walls, fish ladders, approach channels, undersluices, silt excluders, and river training works. Common types of weirs are masonry weirs, rockfill weirs, and concrete weirs.
3. Weirs are designed to withstand seepage and subsurface flow, which can cause failures through piping, uplift pressure, or scouring. Design theories like Bligh's creep theory and Khos
Diversion Headworks
Diversion headworks are structures constructed at the head of a canal to divert river water into the canal. They include components like weirs, barrages, canal head regulators, divide walls, fish ladders, and guide banks. The objectives are to raise water levels, control silt entry, regulate water flow, and allow fish passage. Proper site selection and design are needed to prevent failures from subsurface water flow, uplift pressure, hydraulic jumps, or scouring during floods. Remedies include increasing seepage lengths, adding sheet piles, and using thicker impervious floors.
Design of barrages
This document provides an overview of the hydraulic design considerations for barrages. It discusses key aspects of barrage design including sub-surface flow calculations to determine seepage pressure, force, and exit gradients. It also covers surface flow hydraulics to determine the waterway length. Critical design elements like cut-offs, scour depth, block protections are explained. Emphasis is given to ensuring safety against piping failure and sand boilling. The document concludes that model studies are necessary before prototype construction due to uncertainties in soil properties.
weir & barrage
A weir is a solid structure built across a river to raise the water level and divert water into canals. There are different types of weirs including masonry weirs with vertical drops, rock fill weirs with sloping aprons, and concrete weirs with downstream slopes. Weirs can fail due to subsurface piping, uplift pressure, surface water suction or scouring. Remedies include installing sheet piles and ensuring sufficient floor thickness and length. A barrage is similar to a weir but uses gates rather than a solid structure to control water levels. Barrages are more expensive than weirs but allow better control of water levels and less silting during floods by raising the gates.
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Vancouver-based artist Hanying Chen boasts extensive skills in writing, directing, producing, and singing, reflecting her diverse talents in the performing arts. As she looks ahead, Hanying is driven to craft a fulfilling career path that harmonizes with her deep passion for artistic expression. In the coming years, she envisions cultivating a balanced life, blending her professional aspirations with her desire to foster meaningful connections in her vibrant urban community.
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Dams are classified based on their use, material, and size. The three main types are storage dams, diversion dams, and hydroelectric dams. Storage dams create reservoirs and are the most common type for water storage. Diversion dams raise water levels to divert water into conveyance systems. Infrastructure for water resources includes dams, barrages, weirs, canals, canal regulation works, and cross drainage works. Hydroelectric power plants have components like intake structures, penstocks, power houses with turbines, and tailraces.
Weirs and flumes with broad
This document provides information about weirs and Parshall flumes. It discusses different types of weirs including sharp-crested weirs like rectangular and V-notch weirs, as well as broad-crested weirs. Formulas are provided for calculating flow rates over these structures. The document also introduces the Parshall flume, which can be used as an alternative to weirs for measuring flow rates while reducing head losses and sediment accumulation. Key features of the Parshall flume design and measurement principles are described.
Dams and barrages
Dams and barrages have environmental impacts while also providing benefits. Dams generate power, supply water, stabilize flows for irrigation, prevent floods, reclaim land, and create recreation areas. However, they can cause seepage, affect groundwater, trap sediments, and change river ecology. Reservoirs can introduce invasive species and changes in water quality impact fertility, pollution, diseases, and species extinction. Large dams have even caused the Earth's rotation to speed up. Barrages similarly control water flows but have impacts like increased turbidity, altered sediment movement, and breeding of mosquitoes.
weirs
Weirs are barriers placed in flowing water to alter flow characteristics and measure discharge. They come in various forms smaller than conventional dams. The geometry of the weir crest allows depth of water behind it to be converted to a flow rate using discharge equations. Common weir types include labyrinth, broad crested, sharp crested, compound, and V-notch weirs, each suited to different flow measurement applications. While weirs enable flow measurement, they can also increase oxygen in water and create dangerous hydraulic jumps downstream.
Weir and barrage lecture
The document describes the components and purposes of weirs and barrages. Weirs and barrages are solid structures built across rivers to raise water levels and divert water into canals. The main differences are that barrages use gates to regulate flow, while weirs use crest height. Barrages are more expensive than weirs. The structures are used to control water levels and flows, prevent flooding, divert water, and train rivers to reduce impacts on canal headworks. Key components include the main body, divide wall, under sluices, fish ladder, sheet piles, apron, and river training works.
Weirs
A weir is a structure in an open channel that causes water to pool. As flow rate increases, the depth of water above the weir increases. Weirs are classified based on their crest shape as either sharp-crested or broad-crested. Common types of sharp-crested weirs include rectangular, V-notch, and trapezoidal weirs. Broad-crested weirs are robust structures that span the full channel width and are well-suited for measuring river discharge. Flow rate calculations using weirs can provide useful data for applications like flood control, hydroelectric projects, irrigation, and environmental studies.
Diversion head works ajitha miss
1. Diversion headworks are structures constructed across rivers to divert water into canals. They raise the water level in the river and regulate the water supply to the canal.
2. The key components of diversion headworks include weirs or barrages, divide walls, fish ladders, approach channels, undersluices, silt excluders, and river training works. Common types of weirs are masonry weirs, rockfill weirs, and concrete weirs.
3. Weirs are designed to withstand seepage and subsurface flow, which can cause failures through piping, uplift pressure, or scouring. Design theories like Bligh's creep theory and Khos
Diversion Headworks
Diversion headworks are structures constructed at the head of a canal to divert river water into the canal. They include components like weirs, barrages, canal head regulators, divide walls, fish ladders, and guide banks. The objectives are to raise water levels, control silt entry, regulate water flow, and allow fish passage. Proper site selection and design are needed to prevent failures from subsurface water flow, uplift pressure, hydraulic jumps, or scouring during floods. Remedies include increasing seepage lengths, adding sheet piles, and using thicker impervious floors.
Design of barrages
This document provides an overview of the hydraulic design considerations for barrages. It discusses key aspects of barrage design including sub-surface flow calculations to determine seepage pressure, force, and exit gradients. It also covers surface flow hydraulics to determine the waterway length. Critical design elements like cut-offs, scour depth, block protections are explained. Emphasis is given to ensuring safety against piping failure and sand boilling. The document concludes that model studies are necessary before prototype construction due to uncertainties in soil properties.
weir & barrage
A weir is a solid structure built across a river to raise the water level and divert water into canals. There are different types of weirs including masonry weirs with vertical drops, rock fill weirs with sloping aprons, and concrete weirs with downstream slopes. Weirs can fail due to subsurface piping, uplift pressure, surface water suction or scouring. Remedies include installing sheet piles and ensuring sufficient floor thickness and length. A barrage is similar to a weir but uses gates rather than a solid structure to control water levels. Barrages are more expensive than weirs but allow better control of water levels and less silting during floods by raising the gates.
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Infrastructure for water resource development_ Sushil Kumar (NWA)_2011
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Vancouver-based artist Hanying Chen boasts extensive skills in writing, directing, producing, and singing, reflecting her diverse talents in the performing arts. As she looks ahead, Hanying is driven to craft a fulfilling career path that harmonizes with her deep passion for artistic expression. In the coming years, she envisions cultivating a balanced life, blending her professional aspirations with her desire to foster meaningful connections in her vibrant urban community.
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Mr. Brainwash ❤️ Beautiful Girl _ FRANK FLUEGEL GALERIE.pdf
Mr. Brainwash Beautiful Girl / Mixed Media / signed / Unique
Year: 2023
Format: 96,5 x 127 cm / 37.8 x 50 inch
Material: Fine Art Paper with hand-torn edges.
Method: Mixed Media, Stencil, Spray Paint.
Edition: Unique
Other: handsigned by Mr. Brainwash front and verso.
Beautiful Girl by Mr. Brainwash is a mixed media artwork on paper done in 2023. It is unique and of course signed by Mr. Brainwash. The picture is a tribute to his own most successful work of art, the Balloon Girl. In this new creation, however, the theme of the little girl is slightly modified.
In Mr. Brainwash’s mixed media artwork titled “Beautiful Girl,” we are presented with a captivating depiction of a little girl adorned in a summer dress, with two playful pigtails framing her face. The artwork exudes a sense of innocence and whimsy, as the girl is shown in a dreamy state, lifting one end of her skirt and looking down as if she were about to dance. Through the use of mixed media, Mr. Brainwash skillfully combines different artistic elements to create a visually striking composition. The vibrant colors and bold brushstrokes bring the artwork to life, evoking a sense of joy and happiness. The attention to detail in the girl’s expression and body language adds depth and character to the piece, allowing viewers to connect with the young protagonist on a personal and emotional level. “Beautiful Girl” is a testament to Mr. Brainwash’s unique artistic style, blending elements of street art, pop art, and contemporary art to create a visually captivating and emotionally resonant artwork.
The use of mixed media in “Beautiful Girl” adds an additional layer of complexity to the artwork. By combining different artistic techniques and materials, such as stencils, spray paint, and collage, Mr. Brainwash creates a dynamic and textured composition that grabs the viewer’s attention. The juxtaposition of different textures and patterns adds depth and visual interest to the piece, while also emphasizing the artist’s eclectic and experimental approach to art-making. The inclusion of collage elements, such as newspaper clippings and torn posters, further enhances the artwork’s urban and contemporary feel. Overall, “Beautiful Girl” is a visually captivating and thought-provoking artwork that showcases Mr. Brainwash’s talent for blending different artistic elements to create a truly unique and engaging piece.
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Five Weirs Walk
- 1. FIVE WEIRS WALK Done by: Lara Sunna Place as Precedent site contribution Intro. to Landscape Design Practice Project co-ordinator & studio tutor: Clare Rishbeth Department of Landscape University of Sheffield