Long jump Field Facilities
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The document describes the facilities required for long jump competitions, including: - A runway that is a minimum of 40m long and 1.22m wide marked by white lines. - A take-off board that is 1.22m long, 0.20m wide, and no more than 0.10m deep located between 1-3m from the landing area. - A landing area that is a minimum of 2.75m wide and 7-9m long depending on its distance from the take-off line, filled with at least 0.30m of sand.
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This document discusses the geometric design of rural roads. It defines geometric design and its basic principles, including that ultimate geometric requirements should be considered from the beginning. Design standards are minimum values that aim to balance safety and cost. The document outlines factors like terrain classification and their influence on design speed. It provides recommendations for elements of geometric design like road land width, carriageway width, shoulders, sight distances and more. Standards are provided to guide the geometric design of rural roads.
UNIT-2.pptx
The document discusses various methods for railway track construction, maintenance, and operation. It describes the process for earthwork and preparing the track bed, including stabilizing poor soils. It then covers several tunneling methods for passing through rock and soft ground, as well as underwater. These include the full face method, heading and benching, drift system, pilot tunnel method, shield tunneling, and cut and cover method. It also discusses forepoling for tunneling through soft ground.
Medians/Traffic separators , kerbs, Road margins
This document discusses various elements of road design including medians, kerbs, and road margins. It describes the functions of medians as dividing opposing traffic lanes to prevent head-on collisions and optionally serving other purposes like channelizing traffic. Kerbs delineate the roadway and come in different heights and designs for various purposes. Road margins include shoulders for emergency stopping, footpaths, guardrails, and embankment slopes designed for safety and stability.
3 - Grain - Carrying Grain.pptx
This document discusses regulations and procedures for safely carrying grain cargo. It covers types of grain, dangers of grain shifting, requirements of the International Code for the Safe Carriage of Grain, documents required for loading, and methods for securing grain in fully and partially filled compartments including longitudinal subdivisions, overstowing with bags, and covering surfaces with tarps and securing with lashings or wire mesh.
Construction Sequence.pptx
The document outlines the construction sequence for building a diaphragm wall. It involves:
1. Constructing guide walls along the perimeter to stabilize the soil and provide a guide for excavation.
2. Boring the diaphragm wall sections using a hydraulic grab in sequential sections. Polymer slurry is used to retain the soil.
3. Fabricating and installing the reinforced concrete cage by cutting, bending and fixing steel reinforcement, then lowering the cage into the excavated sections.
4. Concreting the diaphragm wall sections using a tremie pipe to fill from the bottom up to form a continuous wall. Anchors are then installed and stressed.
Geometric design standards for rural (non urban)
The document discusses geometric design standards for rural highways in India. It outlines recommendations for various cross-sectional elements of the road design including: road land width, control lines, building lines, carriageway width, shoulder width, median width, and pavement camber. Carriageway widths depend on the number of lanes, with single lane widths at 3.75m and two lanes totaling 7.0-7.5m. Minimum shoulder widths are recommended at 2.5m, and median widths should be at least 3m but can be reduced to 1.2m in some cases. Pavement camber of 2-4% is outlined to provide drainage depending on surface type and weather conditions.
Base Construction.pptx
The document discusses highway construction methods for road bases. It describes that road bases are constructed from durable aggregates or hot mix asphalt to distribute loads and provide drainage and frost resistance under the road surface. Aggregates used must be crushed rock, free of impurities, and meet impact value and shape requirements. Bases can be single sized or multiple course, with thicker bases using larger aggregates. Proper preparation and compaction of base materials in multiple lifts is needed to support traffic loads on the road surface. Quality control testing monitors aggregate properties and construction specifications.
Module 1 - Jacking techniques.pptx
This document provides an overview of box jacking and pipe jacking techniques for constructing underground structures. Box jacking involves pushing prefabricated concrete boxes into the ground using hydraulic jacks to install structures like underpasses without disrupting surface traffic. Pipe jacking simultaneously installs pipes by jacking them through the ground while excavating the soil inside using an auger. Key elements of both techniques are described like jacking equipment, methodology, applications, advantages of minimizing surface disruption compared to open cut methods. Challenges faced include requiring skilled labor and managing groundwater seepage or soil cave-ins.
Construction and testing of sewer line
This document provides guidelines for constructing sewer lines and manholes. Key points include:
- Trenches must be adequately supported and free of debris before laying pipes. Pipes must be properly bedded and backfilled.
- Manholes should be constructed where lines change direction or gradient. Channels must connect properly and landings provided.
- Materials must meet standards, be handled carefully, and sewer lines must pass required testing before acceptance.
- Connections to existing sewers require proper construction of manholes or core drilling as needed.
Roving
The document discusses the roving frame machine used in textile manufacturing. It begins by explaining the necessity of the roving process and the objectives of the roving frame. The key parts and operating zones of the machine are then described, including the creel, drafting arrangement, twist insertion via the flyer and spindle, and winding of roving onto bobbins. The document provides details on the operating sequence, process parameters like draft and twist levels, and the mechanical drive systems used in the machine.
ppt-140722084825-phpapp022222555555666666666666
The document provides details on the requirements and design considerations for a cricket stadium. It begins with definitions of a stadium and the history of stadiums dating back to ancient Greece. It then outlines the primary planning, player/spectator, and operational requirements that stadium designers should consider. These include seating capacity of at least 30,000, accessibility, and safety measures. The document also describes the specific dimensions and facilities needed for the playing field, player areas like dressing rooms, and spectator areas including seating, standing spaces, and accessibility. Additional stadium components covered include parking, drainage, lighting, and fire safety.
highway engineering/ transportation engineering-I
This document provides details about typical cross-sections of roads and highways, including pavement surfaces and drainage elements. It discusses the importance of friction between wheels and pavement, pavement smoothness, light reflection characteristics, and drainage. It also describes typical layers in flexible pavements like seal coats, surface courses, binder courses, and subgrades. Finally, it outlines other cross-section elements such as shoulders, medians, footpaths, barriers, and bus bays.
Transportation engg
This document provides details about typical cross-sections of roads and highways, including pavement surfaces and drainage elements. It discusses the importance of friction between wheels and pavement, pavement smoothness, light reflection characteristics, and drainage. It also describes typical layers in flexible pavements like seal coats, surface courses, binder courses, and subgrades. Finally, it outlines other cross-section elements such as shoulders, medians, footpaths, barriers, and bus bays.
Different type of screening equipment and their application in chemical industry
Different type of screening equipment and their application in chemical industry. Screening equipment consists of a drive that induces vibration, a screen media that causes particle separation, and a deck that holds the screen media and the drive and is the mode of transport for the vibration. It is used during the mechanical screening processes, designed to separate one material from another. As the second part of the material handling process, screening equipment is used to separate raw material from a crusher or quarry into even finer grades, coming closer to an end product. There are two types of screens [wet and dry], totally dependent on the raw material. Wet screens utilize spray nozzles and water along with screen vibration in the sorting process, while dry screens use vibration only.
Barrier free env
This document discusses anthropometric design considerations for physically disabled people in both urban and architectural design. It covers five main types of physical disabilities and considers design elements like pathways, curb ramps, parking, stairs, railings, doors, and restrooms. The guidelines provide recommendations on dimensions, slopes, markings, and other features to ensure accessibility for wheelchair users, people with limited mobility or vision, and others. It emphasizes the importance of unobstructed routes, handrails, non-slip surfaces, and clear signage or markings to safely guide all users.
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Different type of screening equipment and their application in chemical industry
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The Golden Group is over. Can a new group step up? Two years ago, Kevin De Bruyne plunged Belgium’s Euro 2024 plans into disorder when he claimed the team was “too old” to win in an interview with The Protector. That Belgian squad had 10 players over 30 and the maximum average age of any Euro Cup 2024 team at the competition. A group-stage exit and just one goal at the World Cup put Belgium on course for a restructure.
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Coach Domenico Tedesco has managed a tactical shakeup and a regular exit for some of the oldest players. Experienced bests remain, not least the 37-year-old Jan Vertonghen in defense, the 32-year-old De Bruyne himself in midfield, and 31-year-old Romelu Lukaku up visible.
Still, younger actors like De Bruyne’s Manchester City partner Jeremy Doku bring fresh vitality to the team. Euro Cup Germany Qualifying unbeaten with just four goals allowed from eight games was a welcome sign of accomplishment back on track under Tedesco.
The only other squad in Group E besides Belgium to UEFA Euro 2024 qualify unbeaten, Romania was awestruck by winning a group that also checked Switzerland and Israel. Still, Euro 2024 will test a squad sorely lacking in top-level skill.
Euro 2024: Belgium's Transition from Golden Generation to New Hope
Tottenham guardian Vlad Dragusin is the only Euro Cup 2024 squad member singing regularly for one of Europe’s top clubs this flavor. He even played only nine Premier League games since adoption in January. Goalkeeper Horatiu Moldovan is a stoppage at Atletico Madrid.
There’s a link to the beauty days of Romanian soccer with midfielder Ianis Hagi, son of Gheorghe Hagi, who assisted the team to the rounds of the 1994 World Cup and Euro 2000.
We are only a combine of days away from the UEFA Euro 2024 curtain raiser. The 24 squads are winding up their provisions and getting ready to give it their all to life the wanted Euro Cup Final trophy on July 14. Spread across six clusters, the first hurdle in the knockout phase will be the plump of 16.
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Germany and Scotland will take things off before we get into overdrive in two weeks. Meanwhile, Belgium will be longing to bounce back after a horrendous 2022 FIFA World Cup movement, which ended in the group stage.
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Roberto Martinez completed the way for Domenico Tedesco, who has overseen a compact start to his tenure. The 38-year-old will be assured heading into the group stage
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Here are our Euro 2024 predictions for the group stages
Will England make it through the group stages?, Will Germany use the home advantage to full effect?
Follow our progress, see how many we get right
If you want to join in let us know before the first game kick off and we can invite you to our private league
or join in with our friends at DeeperThanBlue
https://www.linkedin.com/posts/activity-7204868572995538944-qejG
https://www.selectdistinct.co.uk/2024/06/13/euro-2024-match-predictions/
#EURO2024 #Germany2024 #England #EURO2024predictions
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国外毕业证学位证成绩单办理流程：
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专业服务请勿犹豫联系我！本公司是留学创业和海归创业者们的桥梁。一次办理终生受用一步到位高效服务。详情请在线咨询办理,欢迎有诚意办理的客户咨询!洽谈。
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Psaroudakis, a name that resonates with football fans around the globe, is a testament to the powerful synergy between familial support and individual passion. Born on March 10, 1992, in the historic city of Heraklion, Crete, Psaroudakis’ journey to international football stardom is a compelling narrative of dedication, perseverance, and unwavering family support. His story not only highlights his athletic prowess but also underscores the crucial role his family played in shaping his career and character.
Psaroudakis’ early life in Heraklion was deeply influenced by a supportive and nurturing family environment. His father, a former semi-professional footballer, recognized Psaroudakis’ potential from an early age. Acting as his first coach, his father’s guidance was instrumental in igniting Psaroudakis’ passion for football. This paternal influence instilled in him a strong work ethic and fundamental skills that would become the foundation of his future success. His mother, a dedicated homemaker, provided a stable and nurturing environment, ensuring that Psaroudakis could pursue his dreams without any hindrances.
From a young age, Psaroudakis showed an innate talent for football. Growing up in Heraklion, he spent countless hours playing football in local parks and streets with friends and family. His natural ability was evident even in these informal settings, and his enthusiasm for the game was infectious. By the age of five, Psaroudakis had joined a local youth football club, where his skills began to flourish. His father’s role as his first coach during these formative years was crucial, as he emphasized not only technical skills but also the importance of discipline and teamwork.
The transition from playing in local parks to joining a structured football environment marked a significant step in Psaroudakis’ journey. At the age of ten, he joined the youth academy of OFI Crete, one of Greece’s most esteemed football clubs. This move marked the beginning of a more rigorous and professional approach to his training. The academy environment was demanding, focusing on honing technical abilities and instilling values of sportsmanship and dedication. Psaroudakis’ dedication to his craft was evident as he quickly rose through the ranks, becoming a standout player in the youth teams.
The support of Psaroudakis’ family was unwavering during this critical period. His father continued to be a source of guidance and mentorship, while his mother ensured that he had everything he needed to succeed. Their collective efforts created a balanced environment where Psaroudakis could focus entirely on his development as a footballer. This familial support was not just about providing the basics; it was about creating an environment where Psaroudakis felt encouraged and motivated to pursue his dreams relentlessly.
As Psaroudakis transitioned from the youth academy to professional football, the challenges became more significant.
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Long jump Field Facilities
- 1. LNIPE GWALIOR by Manohar Kumar Pahan Track and Field
- 2. Long Jump Field Facilities
- 3. 2.3 Facilities for Long Jump According to the facilities required for long jump described in Section 2.1.1.2. and Sections 2.3.1.
- 4. 2.3.1.1 Layout of the Facility for the Long Jump • Long jump facilities includes • A runway • A take-off • A landing area • Placed outside track, • Along one straight with two adjacent runway with landing area at each end, • Allows two groups in different direction simultaneously. This is mandatory for Construction Classes I and II. 2.3.1 FACILITY FOR LONG JUMP
- 5. 2.1.1.2 Competition Area for Long Jump includes: • runway (40m min. x 1.22m ± 0.01m), Length x width • take-off board (1.22m ± 0.01m x 0.20m ± 0.002m x 0.10m max.), Length x Width x Height • the landing area 2.75m min. wide with the far end at least 10m min. from the take-off line). 2.1.1.2 Competition Area for Long Jump
- 8. • Length should be 40m min. and is • Measured from the beginning of the runway to the take-off line. • The runway shall be 1.22m ± 0.01m wide. • Shall be marked by white lines 0.05m wide or broken lines 0.05m wide, • The runway is usually covered with the same surface as the track. 2.3.1.2 Runway for the Long Jump
- 10. 2.3.1.3 Take-off Board for the Long Jump • The take-off board shall be rectangular • shall measure 1.22m ± 0.01m long, • 0.20m ± 0.002m wide and • not more than 0.10m deep. • It shall be coloured white. • The surface of the take-off board must be flush with the surface of the runway. • In the case of a runway with a permanent surface, this requires a built-in installation tray made of corrosion-protected metal in which the take-off board can be correctly positioned. • During sport-free periods, the take-off board can be removed. • If it has a track surface on its reverse side, it can be turned over and used as part of the runway. • This makes it possible to combine Long and Triple Jump with two or three take-off boards (which can be used on both sides) on a Triple Jump runway.
- 11. • In the Long Jump, a take-off board shall be installed so that the take-off line is between 1.00m and 3.00m from the nearer edge of the landing area. 6.2.1.1 Take-Off Board with Indicator Board
- 13. • The indicator board is 0.10m ± 0.002m wide and 1.22m ± 0.01m long • made of wood, tough rubber or other suitable rigid material and • shall be painted in a contrasting colour to the take-off board. • Where possible, the plasticine should be a third contrasting colour. • The surface of the board beneath the plasticine shall be of a material in which the spikes of an athlete’s shoe will grip and not skid. • The indicator board shall rise from the level of the take-off board to a height of 7mm ± 1mm. • The edges shall either slant at an angle of 45° with the edge nearer to the runway covered with a plasticine • along the length 1mm thick or shall be cut away so that the recess, when filled with plasticine, shall slant at an angle of 45°. • The upper part of the indicator board shall also be covered for the first 10mm approximately and along its entire length, by a plasticine layer. • When mounted in this recess, the whole assembly shall be sufficiently rigid to accept the full force of the athlete’s foot. Constructions in which the take-off board incorporates an indicator board recess are recommended.
- 14. • All take-off-positions not in use shall be filled by a solid, firmly fitting blanking board of metal or any other suitable material covered with synthetic material identical to the runway. • It should fit firmly in the foundation tray and may be fitted with adjustable legs to ensure that, when in position, the surface is level with the surrounding runway. • If constructed of metal, the support legs or base of the tray should be coated with rubber, PVC or other sound absorbing material. 6.2.1.2 Blanking Board
- 15. • The landing area must be 7m to 9m long • depending on the distance between its nearer end and the take-off line • and shall be 2.75m min. wide. • landing area length of 8m placed 2m from the take-off line is recommended. • The landing area shall, if possible, be so placed that the middle of the runway coincides with the middle of the landing area. The top edge of the border of the landing area, generally also dictates the level of the sand, which must be level with the take-off board. Tolerances: Landing area border level ± 0.02m compared with the highest part of the take-off board. 2.3.1.4 Landing Area for the Long Jump (Figure 2.3.1.1a)
- 16. • If two landing areas are situated parallel side by side, the distance between them must be at least 0.30m. • If two landing areas are staggered, the separation between the two areas must also be at least 0.30m (Figure 2.3.1.1b). • The landing area should have a border not less than 0.05m wide and 0.30m high, rounded off towards the inside (e.g. wooden plank or concrete border with soft covering) and level with the ground. • The landing area must have a water permeable substructure or a suitable drainage system (draining well or canal connection) and be filled with sand to a depth of not less than 0.30m at the edges and slightly deeper at the centre.
- 18. References: • IAAF Track and Field Facilities Manual 2008