WATER SUPPLY ENGINEERING

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This document discusses the key forces acting on a gravity dam, including its weight, water pressure, uplift pressure, silt pressure, wave pressure, and earthquake forces. It defines key terms like structural height, maximum base width, and hydraulic height. It also provides details on how to calculate or estimate the various forces, for example explaining that water pressure acts normal to the face of the dam and can be calculated based on horizontal and vertical components. Uplift pressure is defined as the upward pressure of water seeping through the dam or its foundation. Earthquake forces cause random vibrations that impart accelerations to the dam's foundation.

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Complete final year project BE CIVIL

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Earthen dams are constructed using natural materials like clay, sand, gravel and rock. They are designed based on principles of soil mechanics. There are two main types - homogeneous and zoned. Zoned dams have an impervious core and outer shells. Components include the core, shells, rock toe, pitching, berms and drains. Stability requires the seepage line be within the downstream slope with minimum 2m cover. Common causes of failure are hydraulic (overtopping, erosion), seepage (piping through core or foundations) and structural issues like cracking. Proper design and construction can prevent these failures.

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Canal falls are structures constructed across canals to lower the bed level to maintain the designed slope when there is a change in ground level. The main types of canal falls are ogee falls, stepped falls, vertical falls, rapid falls, and straight glacis falls. Canal escapes are side channels that remove surplus water from canals into natural drains. The main types are surplus escapes, tail escapes, and scouring escapes. Cross drainage works include structures like aqueducts and siphon aqueducts to allow canals to pass over drainages when their bed levels differ.

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This document provides an overview of different seepage theories used in the design of hydraulic structures. It discusses three main theories: 1) Bligh's creep theory, which assumes seepage follows the base contour of the structure; 2) Lane's weighted creep theory, which applies a weighting factor to horizontal seepage; and 3) Khosla's theory, which models seepage using streamlines and flow nets derived from the Laplace equation. The document explains how each theory can be used to calculate hydraulic gradients, uplift pressures, and ensure safety against piping and structural failure. Examples are provided to demonstrate applying the theories to calculate uplift pressures and required floor thickness at different points.

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The document is a project report for the preliminary design of a water treatment plant. It includes an index, acknowledgements, objectives, introduction and survey sections. The structural elements section describes the main components of the water treatment plant, including an aerator, alum dosing tanks, coagulation and sedimentation tank, rapid gravity filters, chlorinator, clear water reservoir and main distribution tank. The design specifications section provides specifications for designing components like the pre-sedimentation tank.

Reservior planning

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This document provides an overview of reservoir planning and surveys. It discusses the different types of reservoirs and surveys conducted in reservoir planning, including reconnaissance, preliminary, and detailed surveys. Key steps in reservoir planning include engineering, hydrological, and geological surveys to identify suitable dam sites and storage capacity. Control levels like top bund level, high flood level, and full tank level are also discussed. Factors affecting silting and methods to control silting are outlined. The document provides details on various stages of reservoir planning and development.

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Workability refers to the ease with which fresh concrete can be mixed, placed, compacted and finished. It is affected by factors like water content, mix proportions, aggregate size and shape, grading and surface texture. Increasing water content or using admixtures improves workability by acting as a lubricant between particles. Larger, rounded aggregates require less water than smaller, angular ones. Well-graded aggregates with minimal voids also increase workability. Workability can be measured using slump, compacting factor, flow, or Vee Bee tests.

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Caissons are large, box-like foundations that are sunk into the ground or water to transfer structural loads to deeper, stronger soil layers. There are three main types: box caissons, which are enclosed boxes opened at the top; open or well caissons, which are open at the top and bottom; and pneumatic caissons, which use compressed air to allow construction under water. Caissons are made of materials like concrete, steel, or timber and are used as foundations for bridges, dams, and other structures. Workers inside pneumatic caissons can experience health issues if not properly managed during decompression.

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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.

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This document discusses different types of shallow foundations used in civil engineering. It describes shallow foundations as those placed immediately below the superstructure to distribute structural loads over a wide, shallow area below ground level. The main types discussed are spread footings, combined footings, mat/raft foundations, and grillage footings. Spread footings are used to support columns and walls, and can be wall, reinforced concrete, inverted arch, or column footings. Combined and mat foundations are used when columns are close together or loads are large.

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Types of Hydraulic Structures

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Dams, weirs, barrages, and check dams are common hydraulic structures used to store or divert water. Dams are constructed across rivers to impound water and form reservoirs. The main types of dams include gravity dams, earth dams, rockfill dams, arch dams, and buttress dams. Weirs are barriers that alter river flows and can be used to divert water into canals. Barrages are low-head dams that consist of gates to control water levels for irrigation. Check dams are small temporary or permanent dams built across drainage ditches to settle sediments, pollutants, and recharge groundwater.

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The document discusses the planning of reservoirs, outlining several key steps: 1) Decision makers must determine the needs and purposes of the reservoir while considering constraints. This includes social and financial factors. 2) All relevant existing information is assembled, such as previous studies, geological and hydrological data, population and demand forecasts. 3) Potential dam and reservoir sites are identified and evaluated based on topographical suitability, available storage, and other factors. Environmental and social impacts are also assessed.

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This document discusses various sewer appurtenances including manholes, shallow manholes, deep manholes, drop manholes, lamp holes, clean outs, street inlets, horizontal inlets, flushing tanks, automatic flushing tanks, grease and oil traps, sand grease and oil traps, inverted siphons, and storm water regulators. Manholes provide access to sewer lines and come in different depths depending on their location and purpose. Other appurtenances like drop manholes, lamp holes, and clean outs aid in accessing and maintaining sewer systems. Flushing tanks, traps, and regulators help manage waste, debris, and water flow within sewer infrastructure.

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The document discusses the design approach and methodologies for water supply systems, including hydrology, design guidelines, water supply planning, raw water intake, water treatment, water transmission, distribution, storage, pumping, and reticulation. It provides an overview of the key aspects of designing a water supply system from sourcing raw water to treating and distributing potable water to consumers. The document is intended as a module for a civil engineering course to teach students practical design knowledge and skills for water supply infrastructure.

Sanitary and water supply

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The document discusses water distribution systems and sanitary systems. It describes the main components of water distribution systems including pipes, valves, fittings and motors. It also discusses the components of sanitary systems such as traps, pipes, fittings and different plumbing systems. Plumbing systems discussed include single stack, fully ventilated stack, one pipe and dual pipe systems.

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