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Hydraulics

Knowing Expansion and Contraction of Piping Systems

Reasons behind thermal expansion and contraction in piping systems
One of the most powerful dynamic forces acting on piped services is thermal expansion and contraction. All piping materials expand or contract when pipes are exposed to higher or lower temperatures than the installation temperature. If a pipe run is fixed at both ends and heated, the expansion of the liner pipe due to temperature change will cause compressive stresses in the pipe material. If the resulting stress is strong enough to exceed the pipe material’s allowed stress, the pipe, supports, or piping components may be damaged. Depending on the extent of the damage, the facility may be forced to shut down for a period of time to make repairs or replace the piping system. Because piping systems frequently transport hot fluids, piping stresses and flexibility analysis must be carefully executed to minimize difficulties.

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Buttress Dams and its Classifications

What are buttress dams?
A buttress dam consists of water retaining sloping membrane or deck on the upstream which is supported by a series of buttresses at right angles to the axis of the dam. The upstream water retaining sloping membrane may be in the form of a reinforced concrete slab or a series of arches or thickened buttress heads. At the upstream end a cutoff is provides to prevent or reduce the seepage of water.

buttress dams
Buttress dams [1]

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Artificial Recharge of Groundwater

By
Shubham Malu
DEPARTMENT OF CIVIL ENGINEERING N.D.MV.P.S’s K.B.T.C.O.E NASHIK

1.INTRODUCTION
The artificial recharge to ground water aims at augmentation of ground water reservoir by modifying the natural movement of surface water utilizing suitable civil construction techniques. Artificial recharge techniques normally address to following issues –

(i) To enhance the sustainable yield in areas where over-development has depleted the aquifer

(ii) Conservation and storage of excess surface water for future requirements, since these requirements often changes within a season or a period.

(iii) To improve the quality of existing ground water through dilution.

(iv) To remove bacteriological and other impurities from sewage and waste water so that water is suitable for re-use.

Thus, in most situation, artificial recharge projects not only serve as water conservation mechanism but also assist in overcoming problem associated with overdraft.The increasing demand for water has increased awareness towards the use of artificial recharge to augment ground water supplies. Stated simply, artificial recharge is a process by which excess surface-water is directed into the ground – either by spreading on the surface, by using recharge wells, or by altering natural conditions to increase infiltration – to replenish an aquifer. It refers to the movement of water through man-made systems from the surface of the earth to underground water-bearing strata where it may be stored for future use. Artificial recharge (sometimes called planned recharge) is a way to store water underground in times of water surplus to meet demand in times of shortage.
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ROOF TOP RAIN WATER HARVESTING

By
Shubham Malu
DEPARTMENT OF CIVIL ENGINEERING N.D.MV.P.S’s K.B.T.C.O.E NASHIK

CHAPTER 1
1.1 INTRODUCTION
Rainwater harvesting is a technology used to collect, convey and store rain for later use from relatively clean surfaces such as a roof, land surface or rock catchment. The water is generally stored in a rainwater tank or directed to recharge groundwater. Rainwater infiltration is another aspect of rainwater harvesting playing an important role in storm water management and in the replenishment of the groundwater levels. Rainwater harvesting has been practiced for over 4,000 years throughout the world, traditionally in arid and semi-arid areas, and has provided drinking water, domestic water and water for livestock and small irrigation. Today, rainwater harvesting has gained much on significance as a modern, water-saving and simple technology.

The practice of collecting rainwater from rainfall events can be classified into two broad categories: land-based and roof-based. Land-based rainwater harvesting occurs when runoff from land surfaces is collected in furrow dikes, ponds, tanks and reservoirs. Roof-based rainwater harvesting refers to collecting rainwater runoff from roof surfaces which usually provides a much cleaner source of water that can be also used for drinking.

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Riverfront Development Of Karha River Baramati City

BY
S.P.Jadhav1, S.L.Ghorpade2, K.H.Bankar3, A.S.Adkar4, S.S.Kharade5
1Prof.Bansode S.S, 2Prof.Sawant P.A.
Department of Civil Engineering
S.B.Patil College of Engineering, Vangali, Indapur

Abstract-
The Rivers form a city’s lifeline and no other city in the country can boast of having three Rivers running through it. Karha riverfront in Baramati City is a multifunctional riverfront with majority of premises being used as Residential, Irrigation,Indusrial Recreational purposes.

The water quality of the Karha River is very low due to a large amount of untreated sewage being let into the river. Other major problem pertaining to Karha river is flooding of the river.

The project work aims to carrying out suitable river-training works and measures to reduce the river pollution, restore and maintain the river ecosystem as well as riparian ecosystem.

The aim of this project would be transform Baramati as a unique cultural platform with recreational and entertainment facilities serving the city.

Keywords– Riverfront,Pollution,Development,Ecological preservation,Public Space

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