Unit 5-Harbour.pptx

Jul 25, 2023Download as PPTX, PDF0 likes118 views

The document discusses various topics related to harbour engineering including the classification of harbours, features of harbour and coastal structures, terminal facilities, inland water transport, and the coastal regulation zone. Harbours are classified based on factors such as location, depth, and purpose. Key features of harbour structures include breakwaters, jetties, and dolphins. Terminal facilities provide necessary infrastructure for loading and unloading cargo and passengers. Inland water transport involves movement of goods and passengers via inland waterways. The coastal regulation zone establishes guidelines for development near coastal areas.

1. The document discusses the design and analysis of storage reservoirs and overhead tanks. It covers various types of tanks, design considerations for concrete mixes, crack development remedies, permissible stresses, and reinforcement requirements. 2. Methods for analyzing circular and rectangular tanks are presented. For circular tanks, designs consider rigid versus flexible joints with the base slab. Approximate methods analyze the bottom portion as cantilever and the rest as resisting pressure through horizontal forces. 3. Rectangular tank analysis depends on the length-breadth ratio, treating short walls as bending horizontally between long walls which transfer pressure as tension.

Type of structural joints Hanzlahakhlaq

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The document discusses different types of joints used in concrete structures including construction joints, expansion joints, contraction joints, and seismic joints. It provides definitions and discusses the purpose, formation, location, and detailing of each joint type. Construction joints allow concrete to be placed continuously and provide limits for placements. Expansion joints allow for movement in the structure. Contraction joints create planes of weakness to control cracking. Seismic joints separate portions of buildings to improve performance during earthquakes.

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Reservoir regulation, Flood routing- Graphical or I.S.D method, Trial and error method, Reservoir losses, Reservoir sedimentation- Phenomenon, Measures to control reservoir sedimentation, Density currents Significance of trap efficiency, Useful life of the reservoir, Costs of the reservoir, Apportionment of total cost, Use of facilities method, Equal apportionment method, Alternative justifiable expenditure method.

IS 456 2000 summary Om Kumar

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This document discusses critical sections for moment and shear design of structural members. For moment, the critical section is at the face of the support. For shear, if the reaction introduces compression into the end region, sections within a distance d of the support can be designed for the same shear as at distance d. Typical support conditions are shown for locating factored shear and moment.

0 ne way slabGolu Singh

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1. The document discusses the design of one-way reinforced concrete slabs according to Indian code IS 456:2000. 2. It defines one-way slabs as edge supported slabs spanning in one direction with a ratio of long to short span greater than or equal to 2. 3. The main considerations for slab design discussed are effective span, deflection control, reinforcement requirements including minimum area, maximum bar diameter and cover, and load calculations.

4. HARBOUR INFRASTRUCTURES (PHE) GTU 3170623VATSAL PATEL

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CHAPTER - 2. HARBOUR PLANNING.pptxjaswanthyadav12

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The document provides information about harbours and ports including their components and requirements. It discusses the classification of harbours based on the protection needed and location. The key harbour components described are entrance channel, breakwater, turning basin, shelter basin, pier, wharf, quay, dry dock, and jetty. Requirements for a good harbour include connections to transportation, protected anchorage, sufficient berthing facilities, and services for ships.

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This document provides an overview of reinforced concrete slab bridge design. It discusses the types of reinforced concrete bridges, including slab, beam and slab, arch, box girder, cable-stayed, and integral bridges. It also outlines the loads that must be considered in slab bridge design, including truck, other roadway, sidewalk, and impact loads. Finally, it details the design steps for slab and edge beam components, including calculating bending moments from dead and live loads, determining the effective depth, area of main and distributed reinforcement, and designing the edge beam reinforcement.

Circular slabsRahul

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Circular slabs are commonly used as roofs or floors with a circular plan, such as water tanks. They experience bending stresses in two perpendicular directions - radially and circumferentially. Reinforcement is provided as a mesh of bars with equal cross-sectional area in both directions. Near the edges, additional radial and circumferential reinforcement may be needed if edge stresses are significant. Circular slabs are analyzed based on elastic theory, and deflect into a saucer shape under uniform loads, developing tensile and compressive stresses on the convex and concave surfaces respectively. Reinforcement must be provided in both radial and circumferential directions near the convex surface.

Cable stayed bridgeSadek Abdelraheem

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This document provides an analysis and design overview of a cable-stayed bridge project. It introduces cable-stayed bridges and their components, including pylons, decks, cables, and bearings. The project involves the design of a three-span cable-stayed bridge with two 130m pylons and an 80-cable system arranged in a double plane configuration. The bridge deck is 28m wide with 6 lanes and consists of I-girders, X-girders, and stringers. Cables are initially 12cm in diameter and spaced 12m apart. Bridge components and construction are further described. Tests on cable-stayed bridge models are also outlined.

Design of steel structures IntroductionPrakash Kumar Sekar

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CassionJayant Mewara

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This document discusses different types of caisson foundations used in construction, including box caissons, open caissons or wells, and pneumatic caissons. Box caissons are open at the top and closed at the bottom and are built on land then launched, while open caissons or wells are open at both the top and bottom. Pneumatic caissons are open at the bottom and closed at the top, using compressed air to remove water and allow working in a dry environment. Well foundations can take the form of multiple wells or monoliths sunk together, or open cylinders used for bridge pier foundations. Selection depends on factors like depth of water, load requirements, and flow conditions.

CASSION AND COFFER DAM.pptxnileshsurti

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This document defines and describes caissons and cofferdams. It explains that caissons are watertight structures sunk into the ground or water to exclude water during foundation excavation. They are made of materials like steel, timber, or concrete. Different types include box, open, and pneumatic caissons. Workers in pneumatic caissons can experience decompression sickness. Cofferdams are temporary structures that hold back water to allow dry construction. Common types are earth fill, rock fill, timber, steel, plastic, and concrete walls. Design considerations include stability against forces from water, ice, and earth pressures.

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The document discusses key points about preparing a bar bending schedule (BBS), including defining what a BBS is, the process for preparing one, and important considerations. Some key points covered include calculating bar numbers and cut lengths, factors that influence lap and development lengths, approved bend angles and their allowances, and splicing options like couplers that can be used instead of lapping bars. The document provides guidance on accurately estimating rebar quantities and cutting costs based on the BBS.

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Steel formworkMusahiddin Md Zainal

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The document discusses steel formwork used for constructing concrete structures. Steel formwork consists of panels made from steel plates reinforced with steel angles. It has advantages over wooden formwork like strength, durability, and producing a smooth concrete surface. The time required to remove formwork depends on factors like cement type and weather conditions. Steel formwork requires maintenance like leveling plates but can be reused numerous times on projects.

Presentation of precast concreteAshik Ásh

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Precast concrete is a construction product produced by casting concrete in reusable molds in a controlled environment, then transporting and assembling on site. It enables faster construction with less weather dependence and improved quality control. Precast concrete provides structural strength and durability while allowing flexibility in shapes and finishes. Though precast reduces on-site work, connection design between pieces can be challenging. Overall, precast construction responds well to market demands for speed, quality, and standardized design.

ADVANCED TECHNIQUES IN CONSTRUCTIONS IN HIGH RISE BUILDINGSASHOK KUMAR TIWARY

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The document summarizes a technical seminar on advanced construction techniques for high-rise buildings. It defines high-rise buildings according to different standards, and discusses the need for high-rises due to increasing population density. Various construction methods are described, including slip forming, jump forming, and tunnel forming. Main equipment used includes tower cranes and concrete pumps. Advantages of high-rises include accommodating more people and businesses while using less land area. Disadvantages include higher construction costs and accessibility issues if elevators fail.

design of weirsSANJEEV Wazir

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Erection of structural components in precast constructionsParamaAthmeka

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The document discusses the process of erecting structural components in prefabricated structures. It emphasizes the importance of proper planning, preparation, and following assembly plans to ensure effective and quality installation. Key steps in the erection process include setting out locations, lifting and installing vertical/horizontal members, grouting joints, and casting joints. Safety precautions must also be followed during erection. The document provides details on good practices at each stage and references codes of practice for prefabricated concrete erection.

Water supply Engineering Notes by Sudip Khadka.pdfSudip khadka

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Chapter 3 caissonKHUSHBU SHAH

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The document provides information about caissons, which are watertight structures used in construction projects involving excavation below water levels. It discusses different types of caissons including box caissons, open or well caissons, pneumatic caissons, and multiple well or monolith caissons. Methods of constructing and sinking each type are described. Advantages and uses of caissons are outlined. Health risks associated with working under compressed air in pneumatic caissons, known as caisson sickness, are also summarized.

Slip formwork for chimneyAxay Sharma

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This document provides information about slip formwork construction for chimneys. It begins with an introduction to slip formwork and its use for building tall structures like silos and grain elevators in the early 20th century. It then discusses the process of slip forming involving a moving form that is jacked upwards as concrete is poured in. The document outlines the key steps, components, structural concerns and provides an example case study of slip forming used at the Kudankulam Nuclear Power Plant in India.

design of aqueductsanthosh2121

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Cross drainage works are structures built to carry canal water across natural streams and other obstructions that intersect the canal. There are different types of structures depending on whether the canal passes over or below the drainage. Common types include aqueducts, siphon, super passages, and canal siphons. Aqueducts can be built with tunnels underground or above ground, sometimes using shafts to remove dirt and supply workers. The ideal site for a drainage crossing has minimum disturbance to channels, suitable foundation soil, sufficient height clearance, and favorable existing topography and hydraulic conditions.

High rise building constructionConstruction Tech. and Mgmt., VNIT Nagpur

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1) High rise buildings are becoming more common due to scarcity of land and demand for space. They are defined differently but generally refer to buildings over 15 meters tall. 2) Foundations for high rise buildings include shallow foundations like spread footings and mat foundations, and deep foundations like piles. Piles transfer load through end bearing or friction along their length. 3) Structural systems for high rise buildings must resist both gravity and lateral loads. Interior systems include rigid frames and shear walls. Exterior systems such as tube and diagrid systems resist loads along the building perimeter.

Slipform constructiontivar rose

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Slip form construction is a method where concrete is poured into a continuously moving form to construct structures without joints. There are two main types - vertical slip forming used for tall structures like buildings and towers, and horizontal slip forming for pavement. The moving formwork is supported by hydraulic jacks and remains intact until the entire structure is completed, allowing faster construction at lower cost compared to traditional formwork. Slip forming produces monolithic, jointless structures but requires careful planning of the construction process and a skilled workforce.

195925358-Harbour-and-Jetty-Structures (1).pptMridulHasan15

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This document provides an overview of harbour and jetty structures. It defines harbours, ports, and their key components like wharves, quays, docks, and jetties. It discusses the design principles for these marine structures, including considerations for vessel mooring, impact protection, and ship-to-shore transfer of cargo. The document emphasizes the importance of designing these structures to withstand environmental forces while safely facilitating cargo operations.

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