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William John Macquorn Rankine, (born July 5, 1820, Edinburgh, Scot.—died Dec. 24, 1872, Glasgow), Scottish engineer and physicist and one of the founders of the science of thermodynamics, particularly in reference to steam-engine theory. Trained as a civil engineer under Sir John Benjamin MacNeill, Rankine was appointed to the Queen Victoria chair of civil engineering and mechanics at the University of Glasgow (1855). One of Rankine’s first scientific works, a paper on fatigue in metals of railway axles (1843), led to new methods of construction. His Manual of Applied Mechanics (1858) was of considerable help to designing engineers and architects. His classic Manual of the Steam Engine and Other Prime Movers (1859) was the first attempt at a systematic treatment of steam-engine theory. Rankine worked out a thermodynamic cycle of events (the so-called Rankine cycle) used as a standard for the performance of steam-power installations in which a condensable vapour provides the working fluid.

William john maquorn rankine

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William john macquorn rankine

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Large quantities of industrial waste by-products are produced in India by different type of industries viz. Jarosite, Jarofix, Copper slag, Zinc slag, Red mud, Steel slag and Coal ash. For many years these materials were considered as waste and were dumped haphazardly near the producing plants. Efforts are being carried out by research studies to utilize these materials in embankment, sub base and base layers of road construction. Experimental studies have been also carried out to investigate their feasibility as an additive in cement concrete. Jarosite material is produced during extraction of zinc ore concentrate by hydrometallurgy operation. When zinc ore concentrate is roasted at 9000 C and subjected to leaching, Jarosite is formed as a waste material. The Jarosite material is mixed with 2 % lime and 10 % cement and transported to the disposal area as a Jarofix material.

Utilization of jarosite generated from lead

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Tall structures are ; Flexible, low in damping, slender and light in weight. Sensitive to dynamic wind loads. Adversely affect the serviceability and occupant comfort. Oscillations are observed in the along-wind and crosswind directions and in torsional mode. Behaviour of wind response is largely determined by building shapes. Aerodynamic optimization of building shapes is the most efficient way to achieve wind resistant design. In ancient China, tall buildings appear to be those of traditional pagodas.

Shahul

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Abrasive jet micro-machining (AJM), in which abrasive parti-cles are accelerated by air and directed toward a target, has beenused to make components for micro-electromechanical (MEMS) and micro-fluidic capillary electrophoresis devices . One ofthe disadvantages of AJM is that the compressed air jet used topropel the erodent particles diverges significantly after the noz-zle exit, increasing the size of the blast zone and the width of thesmallest channel or hole that can be machined without the use of a patterned erosion-resistant mask that defines the micro-featureedges . Abrasive slurry jet micro-machining (ASJM) is similar to AJM except that pressurized water, instead of air, is used to accel-erate the suspended abrasive particles such as garnet or alumina(Al2O3). In both AJM and ASJM, the material removal occurs by ero-sion. However, for the same jet dimension and flow speed, slurryjets have a much lower divergence angle than air jets , allow-ing for the micro-machining of small features without the use ofpatterned masks.

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Considering soil

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Abrasive jet micro-machining (AJM), in which abrasive particles are accelerated by air and directed toward a target, has been used to make components for micro-electro-mechanical (MEMS) and micro-fluidic capillary electrophoresis devices. One of the disadvantages of AJM is that the compressed air jet used to propel the erodent particles diverges significantly after the nozzle exit, increasing the size of the blast zone and the width of the smallest channel or hole that can be machined without the use of a patterned erosion-resistant mask that defines the micro-feature edges. Abrasive slurry jet micro-machining (ASJM) is similar to AJM except that pressurized water, instead of air, is used to accelerate the suspended abrasive particles such as garnet or alumina (Al2O3). In both AJM and ASJM, the material removal occurs by erosion. However, for the same jet dimension and low speed, slurry jets have a much lower divergence angle than air jets, allowing for the micro-machining of small features without the use of patterned masks.

Chapter 1

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This paper details the ultrasonic tube hydroforming, in tube hydroforming due to friction condition, uniform wall thickness and sharp corners may not be achieved. Use of ultrasonic vibration can improve the contact conditions at the tube-die interface. The current work studies the effect of applying ultrasonic vibration on wall thickness and corner filling of hydroformed tubes. In order to understand the process an analytical model based on geometric relationships and stress-strain states has been established. The wall thickness and corner radius of hydroformed tube can be obtained by solving the model. By comparing the results of the Finite Element Models of tube in two cases of ultrasonic hydroforming (internal pressure along with the oscillations of the die) and conventional hydroforming (internal pressure only), the effects of vibration on wall thickness and corner filling are investigated. The results indicate superimposing ultrasonic vibrations to the process will increase corner filling ratio of the tube significantly, and more uniform tube wall thickness will be achieved.

new

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Environmental Impact Assessment (EIA) is the formal process used to predict the environmental consequences (positive or negative) of a plan, policy, program, or project prior to the decision to move forward with the proposed action. Formal impact assessments may be governed by rules of administrative procedure regarding public participation and documentation of decision making, and may be subject to judicial review. An impact assessment may propose measures to adjust impacts to acceptable levels or to investigate new technological solutions (Encyclopedia, 2015).

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Soil degradation implies long term decline in soil’s productivity and its environment moderating capacity.In other words,it means decline in soil quality,or reduction in attributes of the soil in relation to specific functions of value to humans.It has plagued the earth since the dawn of settled agriculture.In ancient times ,soil degradation caused the downfall of several thriving ancient civilizations,eg.the Harappan and the Kalibangan cultures in the Indus Valley,the Mesopotamian and Lydian kingdoms in the Mediterranean region, and the Mayan civilization in Central America.During the 20th century,the increase in population has drastically accentuated the risks and extent of soil degradation.(Lal,2001). Land degradation is not being adequately addressed, but is of vital importance to raise awareness so that future land management decisions can lead to more sustainable and resilient agricultural systems. Of India’s total geographical area (328.7 Mha), 304.9 Mha comprise the reporting area with 264.5 Mha being used for agriculture, forestry, pasture and other biomass production. The severity and extent of soil degradation in the country has been previously assessed by many agencies (Table 1). According to the National Bureau of Soil Survey and Land Use Planning ~146.8 Mha is degraded. Water erosion is the most serious degradation problem in India, resulting in loss of topsoil and terrain deformation. Based on first approximation analysis of existing soil loss data, the average soil erosion rate was ~16.4 ton ha−1year−1, resulting in an annual total soil loss of 5.3 billion tons throughout the country .Nearly 29% of total eroded soil is permanently lost to the sea, while 61% is simply transferred from one place to another and the remaining 10% is deposited in reservoirs.( Bhattacharyya et al.,2015)

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In India around 147 million hectares (Mha) of land is under degradation, this includes 94 Mha from water erosion, 16 Mha from acidification, 14 Mha from flooding, 9 Mha from wind erosion, 6 Mha from salinity, and 7 Mha from a combination of factors. Even though The total land area of India is just 2.4% of the world’s land area , it ranks second in the world in farming. Agriculture employs almost 50% of the total workforce in India. So there is an increased need for monitoring and researching the various facets of land degradation. Electrokinetics is defined as the physicochemical transport of charge, action of charged particles and effects of applied electric potentials on formation and fluid transport in porous media. The utilization of electrokinetic in geotechnical engineering for dewatering, consolidation and stabilization of low permeability and to transport certain chemical species in an electrolyte system had opened new opportunities for application in geo environmental engineering. Approaching anode is one of the enhancement techniques in electrokinetic soil remediation. This technique is reported to give promising migration for heavy metals under shorter treatment time and at lower cost in comparison to normal fixed anode system. In the present study, the effectiveness of fixed anode and approaching anode techniques in electrokinetic soil remediation for lead migration under different types of wetting agents (0.01M NaNO3 and 0.1M citric acid) was investigated. Key Words: Acidification , Failure, Land Degradation, Electrokinetics

Electro

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Arthur Casagrande (August 28, 1902 – September 6, 1981) was an Austrian-born American civil engineer who made important contributions to the fields of engineering geology and geotechnical engineering during its infancy. Renowned for his ingenious designs of soil testing apparatus and fundamental research on seepage and soil liquefaction, he is also credited for developing the soil mechanics teaching programme at Harvard University during the early 1930s that has since been modelled in many universities around the world. As one of the pioneers in the area of earth fill dam design, the name Arthur Casagrande cannot be separated from that of his fellow countryman, mentor, and colleague, Karl Terzaghi. Together, Casagrande and Terzaghi built the influential discipline of soil mechanics and were personally responsible for the application of their groundbreaking theories to hundreds of large-scale construction projects in America and abroad.

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KIX

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Kansai International Airport (KIX) is an international airport located on an artificial island in the middle of Osaka Bay, 38 km (24 mi) southwest of Osaka Station, located within three municipalities, including Izumisano (north), Sennan (south), and Tajiri (central), in Osaka prefecture, Japan. It is the first 24-hour operational airport in Japan and constructed 5km offshore in Osaka bay as a man-made island in order to avoid the impact of aircraft noise on residential areas (Figure 1.1). Kansai opened 4 September 1994 to relieve overcrowding at Osaka International Airport. An artificial island, 4 km (2.5 mi) long and 2.5 km (1.6 mi) wide, was proposed.Kansai International airport features 24-hour operability, convenience of transfer between international and domestic flights, and diverse accesses by highway, railways and high-speed ferry.

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Increased aeration of the soil; Stabilized soil structure; Higher and more diversified crop production; Better workability of the land; Earlier planting dates; Reduction of peak discharges by an increased temporary storage of water in the soil decomposition of organic matter; soil subsidence; reduced irrigation efficiency; increased risk of drought. excessive leaching of valuable nutrients from the soil; downstream environmental damage by salty or otherwise polluted drainage water; the presence of ditches, canals, and structures impending accessibility and interfering with other infrastructural elements of the land.

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1. ELEVATION SECTION A-A ALL DIMENSIONS ARE IN M GAYATHRY.T.J ROLL NO 27 2.900.20 0.12 0.90 1.20 .45 .45 0.102.90 1.38 0.13 0.60 0.10

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