A Comment on the Road from Colonus free essay sample

Edward Morgan Forster was an English novelist, short story writer, essayist and librettist. He is known best for his ironic and well-plotted novels examining class difference and hypocrisy in early 20th-century British society. Forsters humanistic impulse toward understanding and sympathy may be aptly summed up in the epigraph to his 1910 novel Howards End: Only connect. In part one of The Road from Colonus, Mr. Lucas and her daughter travelled to Greece, to fulfill his dream which has lasted for 40 years. When they were in a Khan in a small town of Greece, Mr.Lucas discovered a very strange tree which has a stream flow from it. He was very excited and felt that he had found his â€Å"habitant for heart†, so Mr. Lucas wanted to stay there for more time, but his daughter frustrated him and finally they left Greece. In part two, Ethel, Mr. Lucas’s daughter, was about to get married, and she got a parcel from a friend who has been with her during the trip, her friend told Ethel that the tree beside the khan was blow down and all the people there were dead, when Ethel told Mr. We will write a custom essay sample on A Comment on the Road from Colonus or any similar topic specifically for you Do Not WasteYour Time HIRE WRITER Only 13.90 / page Lucas about the tragedy, he seemed totally indifferent to it, and just complained about his house and neighbors. In these two parts, water acted as a very important role. In first part, water stands for passion, energy and it can fresh Mr. Lucas’s old spirits and create a new value for him. So in this situation, water symbolized the reborn of him, but in the second part, fresh water became into dead water, and Mr. Lucas was totally dead in his mind, and what he can do is to complain the reality.There are three groups of people in this novel, one group is Ethel and her friends, they are the representatives of young people in Britain of that period of time, and they have received good education, fostered a strict and strong priority of their country and culture, so when they felt that the common value of their society was being offended, the first reaction is to extinguish the possibility of expansion, that is the reason for their objection of Mr. Lucas’s stay in Greece.In their mind, old people can’t be isolated from the youth and they are supposed to rely on the support of their children and also, their life was being projected by their children. For Mr. Lucas, he is among the old class or weak group of society, on one hand they pursued for independence, and searched for a habitant of heart, so that they could get through the rest days in a very peaceful and independent way, they didn’t want to be interfered by other factors such as children, work, and so on, but on the other hand, the society forbade them to do what they like to, Mr.

The relative valuation model Essays

The relative valuation model Essays The relative valuation model Essay The relative valuation model Essay The purpose of this report is to undertake a firm valuation for Woolworths, using discounted cash flow model and the relative valuation model. This report provides information obtained through a conduct of Free Cash Flow to Firm Discount Valuation Model for Woolworths Limited (WOW), estimating the firm’s current share value. The report will then identify 3 key drivers of the firm’s value in this model; tests are performed in the report to identify the sensitivity of share value in the model to changes in specific variables. In the second section of this report, companies, with similar beta and Earnings per Share Growth as Woolworths’, are analysed and compared, using Relative Valuation as another valuation method to estimate the WOW’s current value. Finally, this report will conduct a regression analysis to justify the result achieved in the Relative Valuation. About Woolworths Woolworths Limited is the largest food retailer in Australia with principal operations in supermarkets within Australia and in New Zealand. WOW and its main rival, COLES Supermarket, take up around 79% of the total grocery market. WOW also has other operations, which include liquor, petrol, general merchandise and consumer electronics. Woolworths has a market capitalisation of $29,927 million, its shares are currently trading at $24. 63 per share. (Market Cap and share price are acquired from FinAnalysis on 16 September 2011) Discounted Cash Flow Valuation Model (DCF) Discounted Cash Flow Valuation Model is used to evaluate the potential for investment by discounting back the firm’s future free cash flows. The DCF model used in this report is Free Cash Flow to Equity Valuation Model (FCFE). Risk free rate: 3. 64%. The Australia 3-Year Government Bond yield on 16 September 2011 is used as a proxy for the risk free rate for this valuation. Firstly, Australia has SP highest credit rating of AAA, also a Fitch credit rating of AA+. These ratings denote expectations of Australia having very low to lowest default risk, very strong to exceptionally strong capacity for payment of financial commitments, where this capacity is not significantly to highly unlikely vulnerable to foreseeable events. Secondly, using Australian-dollar-denoted rate is an easier approach than using USD-denoted rate, where assumptions, for such as exchange rates, may deviate the valuation result from the true value. Thus, we believe that this is a comparable figure to represent the return demanded from a theoretically absolute risk-free investment over this valuation period. Levered Beta: 0. 71 throughout the 3-year high growth period. This is found on FinAnalysis on 16 September 2011. It was calculated by adjusting the industry’s beta based on WOW’s financial leverage. For stable growth period, ? =0. 8 is chosen, as WOW’s beta will approach to one when the firm is approaching to stable stage, which acknowledges the increased stability of WOW by the end of the high growth period. Price sensitivity to change in stable growth rate, 1st key driver of the firm value: One of the key drivers of the firm value is the assumption for the stable growth rate. In our initial valuation, we assume that the firm’s stable growth rate will be approaching to Australian GDP growth rate as the firm achieves stability. As presented, the estimated share value of WOW will increase as the stable growth rate increases. Price sensitivity to change in cost of equity during stable growth stage, 2nd key driver of the firm value: Another key driver of the value in the process of valuation is the cost of equity during stable growth stage. We initially assumed that the cost of equity will be 7. 64% as the beta of the firm will move towards one when the firm approaches stability. The estimated share price of the firm will decrease as the cost of equity during stable growth increases. Price sensitivity to change in length of high growth, 3rd key driver of the firm value: In the last scenario, the assumption of length of high growth period has changed from the initial 3 years to 5 years. This could happen due to the recent financial breakdown, which would significantly slow down the growth of the firm. Should 5-year high growth be used, Australian 5-Year Government Bond rate of 3. 81% is chosen as the risk free rate for the model, as a result of which, the Cost of Equity during high growth and stable growth stages will change as presented below. Other factors stay constant, the estimated share price of WOW will be $26. 80, under which circumstances, the firm is undervalued given the current share price is $24. 63 on 16 September 2011. PS ratio is believed to be uniformly measured as all financial figures for the comparable firms are obtained from the current financial year at FinAnalysis. As these comparable firms are from different markets that have different accounting rules, Price to Sales (PS) ratio is chosen as the multiple to evaluate these comparable firms. Besides that, a similar financial leverage across these comparable firms gives us more of the reason to use PS ratio as the multiple.

Compare Hobbes' and Locke's understanding of the state of nature and Essay

Compare Hobbes' and Locke's understanding of the state of nature and of natural law. Who is more convincing - Essay Example John Locke was also regarded as one of the most remarkable political thinkers in seventeenth-century Europe. But defiantly, his philosophical arguments differed significantly from Hobbes. Locke perceived mankind as naturally good and kind. He argued that people could cope with and survive well with others, but a government was needed (Christman 2002). The government would merely possess enough power granted by the people. The perception of Locke on the government was founded only on serving the greater good or the public interest. He detested having an unlimited, supreme authoritative government (Christman 2002). Locke’s considerable importance in political thought is better known. As the first systematic theorist of the philosophy of liberalism, Locke exercised enormous influence in both England and America. In his Two Treatises of Government (1690), Locke set forth the view that the state exists to preserve the natural rights of its citizens. When governments fail in that task, citizens have the right—and sometimes the duty—to withdraw their support and even to rebel. Locke opposed Thomas Hobbes’s view that the original state of nature was â€Å"nasty, brutish, and short,† and that individuals through a social contract surrendered—for the sake of self-preservation—their rights [...] (Academic American Encyclopaedia 1994, 388). Locke dealt with the assertion of Hobbes that a state of war was the state of nature, though he did not relate this assertion to Hobbes. He disproved it by citing existing and actual historical cases of individuals in a state of nature. For this intent he considered any individuals who are not under the authority of a common arbitrator to resolve conflicts or disputes, individuals who may justifiably take steps themselves to punish criminals, just as in a state of nature (Academic American Encyclopaedia 1994). Thomas Hobbes was evidently a monarchist. He

Ibn Jubayr and Islam in the West Assignment Example | Topics and Well Written Essays - 250 words

Ibn Jubayr and Islam in the West - Assignment Example Menocal (2002) notes that he therefore wanted to show the importance of Islam in his bid to woo more people into it and salvage the situation (p. 54-61). Across his travels, Jubayr points at the practices which were being practiced yet they were not acceptable in the Muslim teachings. For example, while talking about the Palemo Muslims, he notes that they have teachers in their Madrasas yet the same practiced as merchants. He condemned the act. It is important to note that Jubayr condemns most Christian practices and personalities. According to Bush-Joseph (2012), for instance he describes King Baldwin IV and his mother as pig and sow respectively due to their actions in maintaining Jerusalem and Acre under Christian control (p. 43). However, he shows religious tolerance when describing King William whom he says is admirable for his just conduct (p. 44). This shows that his condemnation of some Christian aspects is not biased as he is fast to note when there is anything to be commended about the same group. Looking at his work, he has critically addressed the significant of the Muslim religion in the west during his travels and interaction with the

Autobiography Essay Example | Topics and Well Written Essays - 250 words

Autobiography - Essay Example This lack of parental supervision and guidance led me to fall into the wrong crowd. Although I was constantly bounced within the foster and educational system, I managed to keep my optimism about my future intact. Little did everyone at the community high school and mainstream high schools that I attended know that what they thought were behavioral issues such as acting as the class clown and rudeness towards authority were actually the methods by which I was trying to express my creativity. Having discovered my talent for music and writing helped ease the conflicts within my life and give me a direction. My talents did not go unnoticed in our town as I often find myself invited to perform my original compositions at local hotspots where I am always warmly welcomed and embraced by the audience. I even became a local celebrity in my own right when I was invited to perform at the Senior Center as my performance together with the choral group that I am a member of was covered by and reported by the local paper. All my experiences in life have led me to understand the importance of education and its direct effect on my life and on the life of those around me. I will be the first generation graduate in my family and I hope that my accomplishment over the adversities of life will serve as an inspiration to those around me. I want them to see me as an example of how it is never too late to take charge of your life and accomplish anything that you want to and gain recognition for it. I am looking forward to attending college either at a local or out of town university where I can learn all about the business world alongside the development of my love for music. I believe that business and music can make beautiful music together as a musician such as I must have the knowledge and skill to promote my talents as a business and invest the earnings that I make from my engagements in order to keep me financially secure in the

Water Content Or Moisture Content Environmental Sciences Essay

Water Content Or Moisture Content Environmental Sciences Essay Water content  or  moisture content  is the quantity of  water  contained in a material, such as  soil  (called  soil moisture),  rock,  ceramics, fruit, or  wood. Water content is used in a wide range of scientific and technical areas, and is expressed as a ratio, which can range from 0 (completely dry) to the value of the materials  porosity  at saturation. It can be given on a volumetric or mass (gravimetric) basis. The water content of a material is used in expressing the phase relationships of air, water, and solids in a given volume of material. In fine-grained (cohesive) soils, the consistency of a given soil type depends on its water content. The water content of a soil, along with its liquid and plastic limits as determined by Test Method  D4318, is used to express   its relative consistency or liquidity index. The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice  D3740  are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice  D3740  does not in itself ensure reliable results. The mass of water used in the above expression is the mass of free pore water only. Hence for moisture content determination the soil samples are dried to the temperature at which only pore water is evaporated. This temperature was standardized 105 C to 110 C. Soils having gypsum are dried at 60C to 80 C. The quantity of soil sample needed for the determination of moisture content depends on the gradation and the maximum size of particles. Following quantities are recommended. Soil Max quantity used (gm) Coarse gravel 1000 to 2000 Fine gravel 300 to 500 Coarse sand 200 Medium sand 50 Fine sand 25 Silt and clays 10 to 25 Moisture content affection : Always the amount of moisture contents affects the soil strongly by different issues , and this is the dramatically classifications of the different amounts of the moisture content in the soil : The soil is called ( brittle solid ) when its in a dry state or have a very little amount of moisture content inside the soil , and it will be hard and brittle as a result of that , though it breaks before it will deform ( hard candy ). The soil is described as ( semi-solid ) when its have a little amount of moisture content in it , thatà ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s not able to cancel the solidity in the soil because of the little amount of it in the soil , and the behavior of the soil will be between the brittle and ductile state , and though it deforms permanently but with cracks ( like stiff cheese ). The soil described also as ( plastic ) when it have a noticed amount of moisture content which have an appearance affect in the soil , when the amount of the water content is nor little neither much in the soil , and the behavior of the soil in the state will noticed directly while catching the samlple of the soil by hand , it will have a very ductile , malleable behavior , thatà ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s will deform without cracking ( like play-doh ). The soil in the last case , is the ( liquid ) soil which will have for sure a big amount of moisture content inside it , it we can notice that easily by slight moving or even by the naked eye , which will be like a thick or thin viscous fluid or like a soup. Actually always there is a limits between each state of the moisture content for the soil , and these limits called the consistency or atterberg limits of the soil , and to talk more briefly about the ( Atterberg Limits ) : The  Atterberg limits  are a basic measure of the nature of a fine-grained  soil. Depending on the  water content  of the soil, it may appear in four states: solid, semi-solid, plastic and liquid. In each state the consistency and behavior of a soil is different and thus so are its engineering properties. Thus, the boundary between each state can be defined based on a change in the soils behavior. The Atterberg limits can be used to distinguish between  silt  and  clay, and it can distinguish between different types of silts and clays. These limits were created by  Albert Atterberg, a  Swedishchemist.[1]  They were later refined by  Arthur Casagrande. These distinctions in soil are used in picking the soils to build structures on top. Soils when wet retain water and expand in volume. The amount of expansion is related to the ability of the soil to take in water and its structural  make up  (the type of atoms present). These tests are mainly used on clayey or silty soils since these are the soils that expand and shrink due to moisture content. Clays and silts react with the water and thus change sizes and have varying shear strengths. Thus these tests are used widely in the preliminary stages of building any structure to ensure that the soil will have the correct amount of  shear strength  and not too much change in volume as it expands and shrinks with different moisture contents, aand here is the informations about the three atterberg limits , shrinkage , plastic and liquid limit : Shrinkage limit The shrinkage limit (SL) is the water content where further loss of moisture will not result in any more volume reduction.[2]  The test to determine the shrinkage limit is  ASTM International  D4943. The shrinkage limit is much less commonly used than the liquid and plastic limits. [edit]Plastic limit The plastic limit is determined by rolling out a thread of the fine portion of a soil on a flat, non-porous surface. The procedure is defined in ASTM Standard D 4318. If the soil is plastic, this thread will retain its shape down to a very narrow diameter. The sample can then be remoulded and the test repeated. As the moisture content falls due to evaporation, the thread will begin to break apart at larger diameters. The plastic limit is defined as the moisture content where the thread breaks apart at a diameter of 3 mm (about 1/8). A soil is considered non-plastic if a thread cannot be rolled out down to 3mm at any moisture. [edit]Liquid limit The liquid limit (LL) is the water content at which a soil changes from plastic to liquid behavior. The original liquid limit test of Atterbergs involved mixing a pat of clay in a round-bottomed porcelain bowl of 10-12cm diameter. A groove was cut through the pat of clay with a spatula, and the bowl was then struck many times against the palm of one hand. Casagrande subsequently standardized the apparatus and the procedures to make the measurement more repeatable. Soil is placed into the metal cup portion of the device and a groove is made down its center with a standardized tool of 13.5 millimetres (0.53  in) width. The cup is repeatedly dropped 10mm onto a hard rubber base at a rate of 120 blows per minute, during which the groove closes up gradually as a result of the impact. The number of blows for the groove to close is recorded. The moisture content at which it takes 25 drops of the cup to cause the groove to close over a distance of 13.5 millimetres (0.53  in) is defined as the liquid limit. The test is normally run at several moisture contents, and the moisture content which requires 25 blows to close the groove is interpolated from the test results. The Liquid Limit test is defined by ASTM standard test method D 4318.[3]  The test method also allows running the test at one moisture content where 20 to 30 blows are requi red to close the groove; then a correction factor is applied to obtain the liquid limit from the moisture content..[4] The following is when you should record the N in number of blows needed to close this 1/2-inch gap: The materials needed to do a Liquid limit test are as follows Casagrande cup (liquid limit device) Grooving tool Soil pat before test Soil pat after test Another method for measuring the liquid limit is the  fall cone test. It is based on the measurement of penetration into the soil of a standardized cone of specific mass. Although the Casagrande test is widely used across North America, the  fall cone test  is much more prevalent in Europe due to being less dependant on the operator in determining the Liquid Limit. http://upload.wikimedia.org/wikipedia/commons/thumb/1/16/Atterberg_limits_02.JPG/220px-Atterberg_limits_02.JPG http://upload.wikimedia.org/wikipedia/commons/thumb/2/24/Casagrande_2.JPG/220px-Casagrande_2.JPG [edit]Importance of Liquid Limit test The importance of the liquid limit test is to classify soils. Different soils have varying liquid limits. Also to find the plasticity index of a soil you need to know the liquid limit and the plastic limit. [edit]Derived limits The values of these limits are used in a number of ways. There is also a close relationship between the limits and properties of a soil such as compressibility, permeability, and strength. This is thought to be very useful because as limit determination is relatively simple, it is more difficult to determine these other properties. Thus the Atterberg limits are not only used to identify the soils classification, but it allows for the use of empirical correlations for some other engineering properties. [edit]Plasticity index The plasticity index (PI) is a measure of the plasticity of a soil. The plasticity index is the size of the range of water contents where the soil exhibits plastic properties. The PI is the difference between the liquid limit and the plastic limit (PI = LL-PL). Soils with a high PI tend to be clay, those with a lower PI tend to be silt, and those with a PI of 0 (non-plastic) tend to have little or no silt or clay. PI and their meanings 0 Nonplastic (1-5)- Slightly plastic (5-10) Low plasticity (10-20)- Medium plasticity (20-40)- High plasticity >40 Very high plasticity [edit]Liquidity index The liquidity index (LI) is used for scaling the natural water content of a soil sample to the limits. It can be calculated as a ratio of difference between natural water content, plastic limit, and liquid limit: LI=(W-PL)/(LL-PL) where W is the natural water content. The effects of the water content on the strength of saturated remolded soils can be quantified by the use of the liquidity index, LI: When the LI is 1, remolded soil is at the liquid limit and it has an undrained shear strength of about 2 kPa. When the soil is at the plastic limit, the LI is 0 and the undrained shear strength is about 200 kPa.[4][11] [edit]Activity The activity (A) of a soil is the PI divided by the percent of clay-sized particles (less than 2 ÃŽÂ ¼m) present. Different types of clays have different specific surface areas which controls how much wetting is required to move a soil from one phase to another such as across the liquid limit or the plastic limit. From the activity, one can predict the dominant clay type present in a soil sample. High activity signifies large volume change when wetted and large shrinkage when dried. Soils with high activity are very reactive chemically. Normally the activity of clay is between 0.75 and 1.25, and in this range clay is called normal. It is assumed that the plasticity index is approximately equal to the clay fraction (A = 1). When A is less than 0.75, it is considered inactive. When it is greater than 1.25, it is considered active. After briefly explaining the the differences between the amounts of moisture content in the soil , we should explain a vey important issue , which is the methods of affection of the moisture content in the soil which is : Strength decreases as water content increases. à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Soils swell-up when water content increases. à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Fine-grained soils at very high water content possess properties similar to liquids. à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ As the water content is reduced, the volume of the soil decreases and the soils become plastic. à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ If the water content is further reduced, the soil becomes semi-solid when the volume does not change. And to talk more about the affection of the moisture aontent in the soil , this is a general affection of the moisture content in the soil at nature : The effect of increasing soil  moisture content  on soil temperature, soil reflectance and soil heat storage is studied in this work. The results show that an increase in  moisture content  decreases the soil temperature differences between day-time and night-time, which provides protection to the plant root system against sharp and sudden changes of soil temperature. It is also found that the solar energy absorption increases as the  moisture content  increases, which results in a higher heat storage capacity at higher  moisture content. Finally, plant growth rate and yield increased due to the modification of plant climate at higher moisture content Water content is an important property of soils, in ¯uencing soil solution chemistry and nutrient uptake by plants.Morphology and other speci ®c properties of the root, nutrient concentration in the soil solution, the mobility of nutrients in the soil, and supply from solid phases, aÃÆ' ¯Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬ect nutrient uptake (Nye and Tinker, 1977; Barber, 1995). Consequently, there are consistent diÃÆ' ¯Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬erences in concen- trations of elements near the rhizoplane at a range of soil water contents (Dunham and Nye, 1976). Soil chemical properties may exert a profound in ¯uence on growth and performance of plants (Grime and Curtis, 1976), and soil concentrations of several elements may be closely related to oristic composition (Tyler, 1996a). Under  ®eld conditions, soil moisture  ¯uctuates with temperature and rainfall. By changing soil solution chemistry, moisture  ¯uctuations could regulate the availability of nutrients, and the  ®eld distributi on of plant species. Water has a very different thermal conductivity than most soil particles and air (the thermal properties of the soil are determined by these three). The thermal conductivity of water is much greater than that of air, so the higher the soil moisture content the greater the thermal conductivity.  The greater the soil moisture content, the more the soil thermal conductivity is like that of water. Therefore, a saturated soil has a conductivity near that of water.  However, just because the soil moisture content is high, doesnt mean that the soil will warm up faster in the Sun than a dry soil. Evaporation of the water will remove much of the Suns energy before the soil will have a chance to warm.  Therefore, dry soils do warm up faster from sunlight and cool faster at night. This is assuming that there isnt a vegetation cover over the soil. Most wet soils evaporate the water, keeping the soil from warming as fast during the day, and cool more slowly at night because of their greater heat capacity (because of the higher water content).   Moisture content phase diagrame : this is a rough photo about the general form of the phase diagram of the soil , that we use always for calculation done for moisture contents and all other issues in the soil : http://upload.wikimedia.org/wikipedia/commons/thumb/5/54/Soil-phase-diagram.svg/300px-Soil-phase-diagram.svg.png Weight Components: à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Weight of Solids = Ws à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Weight of Water = Ww à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Weight of Air ~ 0 Volume Components: à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Volume of Solids = Vs à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Volume of Water = Vw à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Volume of Air = Va à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Volume of Voids = Va + Vw = Vv Weight-Volume Relationships : à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã‚   Steps to develop the weight-volume relationship à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Separate the three phases à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ The total volume of a soil à ´Ãƒ ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â€š ¬Ã… ¡Ãƒ ¢Ã¢â€š ¬Ã… ¾ Assuming the weight of air (Wa) to be negligible, the total weight is then given as V = Vs + Vv = Vs + Vw + Va W =Ws +Ww Objectives Practical Applications This is some properties that we could conclude the state of it in the soil from knowing the amount of moisture content in the soil : à ¢Ã¢â‚¬Å¡Ã‚ ¬ Storability of the soil à ¢Ã¢â‚¬Å¡Ã‚ ¬ Agglomeration in the case of powders à ¢Ã¢â‚¬Å¡Ã‚ ¬ Microbiolgical stability à ¢Ã¢â‚¬Å¡Ã‚ ¬ Flow properties, viscosity à ¢Ã¢â‚¬Å¡Ã‚ ¬ Dry substance content à ¢Ã¢â‚¬Å¡Ã‚ ¬ Concentration or purity à ¢Ã¢â‚¬Å¡Ã‚ ¬ Commercial grade (compliance with quality agreements) à ¢Ã¢â‚¬Å¡Ã‚ ¬ Nutritional value of the product à ¢Ã¢â‚¬Å¡Ã‚ ¬ Legal conformity (statutory regulations governing food) Objectives : To learn the procedures of finding moisture content in the soil , and the variety in methods using to determine the moisture content. To determine the quantity of moisture content in the soil by good , accurate , safe , sheep way. To learn the differences in affection on the soil due to different amounts of moisture content in the soil To know the performance of the soil due to different amounts of moisture contents. To know how to use geotechnical laboratory tools, Such as the oven , balance , soil containers and all other different tools To know the importance of this experiment in the field work and how it affects the type and method of foundations must put upon different types of structures. Practical Applications : Moisture content plays an important role in understanding the behavior of fine grained soils. It is the moisture content which changes the soils from liquid state to plastic and solid states. Its value controls the shear strength and compressibility of soils. Compaction of soils in the field is also controlled by the quantity of water present. Densities of soils are directly influenced by its value and are used in calculating the Stability of slopes, bearing capacity of soils-foundation system, earth pressure behind the retaining walls and pressure due to overburden. The knowledge of determining the moisture content is helpful in many of the laboratory tests such as Atterbergà ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s limits, shears strength compaction and consolidation. This experiment may be performed by two different methods. Geotechnical Engineering- I A. Oven drying method B. Torsion balance moisture content Actully we use the moisture content experiment mainly for getting the amount of water content inside the soil to be able to make the classification needs in the field for this soil ,and though to know how could we use this soil and where it could work and the amount of compaction needs of the soil containing a different amounts of water contents , to get the last conclusion from this important experiment , which is that the moisture content determination in the in situ in all field project is from the most important things that getting me ready to know the method of foundation thatà ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s need above this soil to build on it at the end , stable , strong and good structure on it . In biological applications there can also be a distinction between physisorbed water and free water à ¢Ã¢â‚¬Å¡Ã‚ ¬ the physisorbed water being that closely associated with and relatively difficult to remove from a biological material. The method used to determine water content may affect whether water present in this form is accounted for. For a better indication of free and bound water, the  water activity  of a material should be considered. Water molecules may also be present in materials closely associated with individual molecules, as water of crystallization, or as water molecules which are static components of protein structure. In conclusion , Knowing the amount of moisture content of a substance helps determining if the soil is suitable for a specific use. Such like:- To know if the soil can hold structure safely for long time safely and serviceability or not. To be able and ready for the design of the foundation of any type of the structures. Determining and controlling the moisture in substances is unique and necessary for many products, and the process borders between art and science , in many and variable sides of the life and nature knowing how the Soil water regulates soil temperature by different amounts and shape of moisture content. Soil water serves as a solvent and carrier of food nutrients for plant growth. Tools , equipments and specimens Equipments that we have use in the laboratory for the moisture content determination experiment : Soil container : Ità ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s a container which is ceramic containers of various shapes on light wood background Stock Photo 8282849 used to put different types of soil inside it or a combined types with others in the same container , and we have used it in this experiment to put a random type of fine-grained soil inside it and mix it with to determine the wight of it , and actually Soil container there are many sizes of the soil container upon to the quantity of soil need to put it in the container. IMG_0212.JPG SpatulaSpatula : it is an aluminum thin tool use to put soil by it in the soil container and for mixing the soil and water with each other in the soil container and also ità ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s used for transfering soil from container and put it into heat resistance pot which is made of steel. IMG_0209.JPG Steel ContainerSteel Container : it is a container made of steel that have a heat resistance quality , which used to put the moist (wet) sample of soil inside it , to put the moist sample then inside the oven to dry the sample of the soil. Digital Balance : is the instrument use to weigh the different things , that not have an enormous weights , and it used in this experiment to weigh the soil container alone once , and to weight the soil container with soil inside it then. Digital Balance http://www.supplierlist.com/photo_images/167132/Vacuum_Drying_Oven.jpg Oven DryOven Dry : it is an apparatus used to heat the specimens needs to heat in the laboratories , and it was used in this experiment to dry the moist sample of soil. moist soil sample : the wet soil > Dry soil sample : the dry soil sample before putting in the oven sample after putting in the ovenIMG_0209.JPGIMG_0211.JPG Moist Soil Sample Dry soil sample Background Based on the literature review, the feasibility of using microwave oven to determine moisture content of soils is well demonstrated. In addition to the GS, there is an available international standard test method (ASTM D4643) for such determination. This method includes requirements to control the power ratings of microwave ovens and the period of drying procedure. Therefore, the possibility of overheating of a soil sample can be greatly reduced. In addition, the soil sample is required to be carefully mixed after each time of ovens heating for a certain period in order to prevent non-uniform heating of the sample. And in this experiment we going to compute the moisture content using this test method method be determine the weight of the soil before and after the dry process by the laboratory oven dry ,and then compute by a dramatically series of calculations the amount of moisture content in that sample of soil given in the laboratory. Procedures According to ASTM 2216, the dry and clean container should be weighted using balance and its mass recorded. A representative sample should be selected . The moist representative sample should be placed in the container. The lid should be secured in its position. The mass of the container with the sample should be taken and recorded. The lid should be removed and specimen should be placed in the oven. The sample should be dried in the oven at. The container should be removed from the oven when the sample reach a constant weight which means all the water has been evaporated. The specimen should be weighted and recorded. The moisture content then calculated by a series of calculations , and below in the next paragraph , all of the data and calculations is explained preefly by a list of numbers. Work Sheet DETERMINATION OF WATER (MOISTURE) à ¢Ã¢â‚¬Å¡Ã‚ ¬ CONTENT Lab. Humidity : 57% Lab. Temperature : 20.5 0C Moist Fine Grained Sample Of Soil Testing Stander ASTM : D2216-92 Moisture Condition : Moisture Added Type Of Oven : Convection Oven Method Of Drying : Continuous Heating Mass Of Moist Sample = 20 g Soil Passing 4.75 mm. (No.4) Sieve = 100% Soil Passing 37.5 mm. Sieve =100% B3 6 OBSERVATIONS Sample No. Container No. 9.5 g Mass Of Container 29.5 g Mass Of Wet Soil + Container 28.0 g Mass Of Dry Soil + Container CALCULATIONS 1.5 g Mass Of Water 18.5 g Mass Of Dry Soil 8.1% % Water Content Formulas Calculation Formulas: 1) Mass of water = (Mass of wet soil + container ) à ¢Ã¢â‚¬Å¡Ã‚ ¬ (Mass of dry soil + container) Mw = Mcws à ¢Ã¢â‚¬Å¡Ã‚ ¬ Mcs 2) Mass of dry soil = (Mass of dry soil + container ) à ¢Ã¢â‚¬Å¡Ã‚ ¬ (Mass of container ) Ms = Mcs à ¢Ã¢â‚¬Å¡Ã‚ ¬ Mc 3) water content = (Mass of water)/(Mass of dry soil) *100 w = Mw / Ms *100 Calculation: 1) Mass of water = 29.5 à ¢Ã¢â‚¬Å¡Ã‚ ¬ 28.0 = 1.5 (g) 2) Mass of soil = 28.0 à ¢Ã¢â‚¬Å¡Ã‚ ¬ 9.5 = 18.5 (g) 3) Water content = 1.5/18.5 * 100 = 8.1% Discussion The  measurement  of  moisture  content is a lab or a  procedure  used  to measure  the  amount of  moisture  or water that is embedded in a certain content in the soil , actually , the intended purpose for this lab or  procedure  once again as stated before is  to measure  the amount of  moisture  in a content. Times  in construction  we often need soil that must be suitable for building. In some cases  the soil  there and depending on where the land is located,  the soil  may not hold  foundation of  a building well.  In order for us to find out if  the soil  is durable enough to hold the  foundation of  a building we might have  to measure  the  moisture  of the content. When the percent of water is found we can than choose of  the soil  is suitable enough for the  foundation of  the building. actully the most important thing we have concluded from the experiment of determining the moisture content in the soil , is to know how much amount of compaction needs for this soil under the foundation to held the structure safely. Actully all foundations (including abutment) surfaces shall be shaped one horizontal to one vertical or flatter except as otherwise specified.And after stripping (due to stripping specification), the foundation shall be loosened thoroughly by scarifying or plowing to a minimum depth of six inches. The foundation shall then be compacted to the density and moisture requirements specified for the fill Areas that are too low after stripping and shaping must be filled to base grade with compacted fill equal to that used in other parts of the project, and eventhough the moisture content determination is from the most important tests that is from the basics we need in the Geo-technichal engineering, and later on in the foundation design. Conclusion The result of water content we get in the experiment after quit dry of the sample in the oven dry was 8.1% which is not acceptable to be able for building over it. Ità ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s quite high for fine grain. This means ità ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s not safe to build a structure, because the maximum allowable water content for grain is 1 %. Also this experiment is very important in Civil Engineering. Before construction ità ¢Ã¢â‚¬Å¡Ã‚ ¬Ãƒ ¢Ã¢â‚¬Å¾Ã‚ ¢s very obligatory to know the water content of the soil. If the water content is very high and construction is done, that might cause damage to structure which will appear later. Actully , for each type of soil has its own capacity to keep the structure safe. For example, If the sample is coarse the maximum allowable water content is 6%. While for fine its 1% , so the last result we get from the determination of the moisture contents in this soil is that , with this high amount of moisture content we can not use this soid for the construction purposes , and if we try to do , it will cause a big proplems and damage in the building later in the future and will neve ever by safety to use it in the civil society. Type of errors Personal errors:- Personal errors such as mistakes in reading from the balance , or mistakes done by wrong transferring data to the data sheet ,also the delaying of time taking out sample from oven it can cause error. Instrumental errors:- Errors might occur in digital balance due to the amount of accuracy of the digital balance. The reading also will change because of air condition. To eliminate such type of errors the reading should be taken several times. Environmental errors:- Moisture in lab and air of air condition can cause errors in readings , and though will not give us the absolute amount of moisture content , and the temperature in the laboratory affecting the sample of soil and instruments in the lab , all of these invironmental factors could give us wrong readings in the esperiment.

Comparing Metafictional Traits with Elements of Realism Essay -- compa

Metafictional Traits   Ã‚   Metafictional Traits found in Flaubert's Parrot and in John Fowles' The French Lieutenant's Woman, before comparing these with the elements of realism in Isaac Singer's The Family Moskat. "For some, Life is rich and creamy ... while Art is a pallid commercial confection ... For others, Art is the truer thing, full, bustling and emotionally satisfying, while Life is worse than the poorest novel: devoid of narrative, peopled by bores and rogues, short on wit ... and leading to a painfully predictable denouement."1 Thus Barnes compares Life and Art in Flaubert's Parrot; but these words could just as easily refer to the different perspectives of realist and metafictional writers. Bearing these perspectives in mind, this essay will examine the metafictional traits found in Flaubert's Parrot and in John Fowles' The French Lieutenant's Woman, before comparing these with the elements of realism in Isaac Singer's The Family Moskat. By considering the advantages and disadvantages of these novelistic schools of thought, it shall then be demonstrated that the reader's own views on Life and Art may determine the value one assigns to these alternative styles. When Braithwaite muses, "If I were a dictator of fiction,"2 the process of creating fiction itself becomes the subject matter of the narrative. Barnes himself is clearly a dictator in the sense that he has control over the content of his own novel, but in this instance, Braithwaite is referring to all fiction. This reference to the production of fiction is a common quality of metafiction, and it recurs frequently in Flaubert's Parrot. The theme is picked up later when Braithwaite says, "Many critics would like to be dictators of literature,... ...out, for example, p. 87. 19 Ibid., throughout, for example, p. 108. 20 Ibid., p. 97. 21 Ibid., p. 261. 22 Ibid., pp. 262-4. 23 Ibid., p. 59. 24 Ibid., p. 98. 25 Barnes, p. 47. 26 Ibid., p. 169. 27 Ibid., pp. 50-2. 28 Ibid., pp. 160-70. 29 Ibid., p. 87. 30 Ibid., p. 108. 31 Fowles, p. 390. 32 Barnes, p. 88. 33 Ibid., p. 68. 34 Ibid., p. 88. 35 Singer, Isaac Bashevis, The Family Moskat, translated by Gross, A. H., Penguin, London, 1980, p. 582. 36 Ibid., p. 193. 37 Ibid., p. 606. 38 Ibid., p. 179. 39 Ibid., p. 636. 40 Ibid., pp. 132, 490, 543. 41 See Barnes, p. 46. 42 See Fowles, p. 268. 43 Ibid., p. 98. 44 Barnes, pp. 49-65. 45 For example, Singer, pp. 239-242 (Letter from Adele to her mother), 444-52 (Hadassah's diary entries). 46 Barnes, p. 88.      

The White Indentured Servants

In the 17th century the white indentured servants and black slaves were pretty much the same in everything but skin color. They cooperated in bacons rebellion in which the black slaves and white indentured servants worked together for a common cause. The slaves and indentured servants worked together to end the poverty and discontent of the people who had no land in Virginia. This was the first rebellion in the American colonies that frontiers men took part in.It was the force of about a thousand Virginians that rose up in arms against Virginia governor William Berkley. This is because he refused to attack the Native Americans in retaliation for the natives attacking the poor frontiers men. Though it is believed it was bacons move against Governor William Berkley and his favoritism of certain members of the court. After Berkley refused to retaliate against the Native Americans who attacked the western frontiers men they took it into their own hands. They gathered around at the report of a new raiding party.They when and killed the some of the Native Americans and their families including some of the friendly Pamukey Indians. Nathanial Bacon criticized Governor William Berkley rule as one of unfair tax hikes, appointing friends in positions of power and failing to protect frontier settlers from native attacks. Then there were months of conflict for Bacons small army until he pulled a very bold and risky move. Bacons small army moved to Jamestown, the capital of Virginia, the burned Jamestown to the ground on September 19, 1676.This sent Governor William Berkley fleeing and also sent Bacons small army retreated across the river. Then before the British navel squadron arrived to help Governor William Berkley and his forces Nathanial Bacon died from dysentery on October 26, 1676. The rebellion didn’t last long after that. The Effect of this is that it is one of the only times that whites and blacks co operated in rebellion until the civil war. This also effe ctively removed William Berkley as governor.

By the Same Token

By the Same Token By the Same Token By the Same Token By Maeve Maddox The word token is used with several meanings. From an Old English verb meaning â€Å"to show,† in the broadest sense a token is â€Å"something that serves to indicate a fact; a sign or a symbol.† The sign could be miraculous or merely evidence of something:    I do set my bow in the cloud, and it shall be for a token of a covenant between me and the earth. Genesis, 9:13, KJV God granted these holy men [the 100 fed miraculously by Elisha] a gracious token that the famine had lifted The retiring employee received a watch as a token of the company’s appreciation. As a physical object, a token may be a metal or plastic disk that serves to show that money has been paid for transportation or admission (e.g., a bus token). Board games like Monopoly include tokens used in play. The expression â€Å"by the same token† means â€Å"for the same reason† or â€Å"in the same way.† Here are two correct examples of its use: there was little evidence to substantiate the gossip and, by the same token, there was little to disprove it –example, OxfordDictionaries because his mind is flexible it responds quickly †¦ to what is before it, and by the same token it can call up from within a host of appropriate ideas example, Merriam-Webster As is happening to many venerable expressions in this age of limited reading of traditional literature, â€Å"by the same token† is being altered by speakers who aren’t quite sure how to use it: However at the same token, this same conversation could apply to couples who go through that process together In the same token, it cannot disregard basic issues of translation theory. Does my body include the oxygen I am about to inhale and, on the same token, should I include the air I am about to exhale? Not only is the preposition by being incorrectly replaced by at, in or on, the meaning is being lost: I dont dislike dogs (or other animals), but by the same token, I dont want them in my house. Here the meaning seems to be â€Å"on the other hand.† With a documentation date of 1463, â€Å"by the same token† has had a good run in English. Could be that the expression–for some speakers at least–has reached retirement age. Want to improve your English in five minutes a day? Get a subscription and start receiving our writing tips and exercises daily! Keep learning! Browse the Expressions category, check our popular posts, or choose a related post below:Homograph Examples34 Writing Tips That Will Make You a Better WriterHonorary vs. Honourary

Sculpting Earths Surface Presentation

Sculpting Earths Surface Presentation Introduction The geographic features that define the Earth, such as volcanoes, trenches, mountains and even the physical locations of various continents, have been defined by the motions created as a result of the plates that make up the Earth’s crust. These plates that have been estimated to be fifteen in number drift on the molten rock which surrounds the core of the earth (Rackley, 2008).Advertising We will write a custom report sample on Sculpting Earth’s Surface Presentation specifically for you for only $16.05 $11/page Learn More It is the collision of these plates that lead to the formation of various features such as the mountains, and the trenches. Other than the processes of collision mentioned herein, erosion from both the wind and rain and other movements like glaciers also contribute to the sculpting of the Earth’s surface. Sculpting of the Earth’s surface can therefore be understood as the process through which vario us features tend to be created on the surface of the earth (Rackley, 2008). The rest of this report presents sculpting analysis, and finally gives the conclusion. Analysis of earth sculpting The processes that lead to the sculpting of the surface of the Earth have been attributed to the violent collisions that exist between the tectonic plates and the fragments of the rocky outer shell that are constantly in motion. The best example to demonstrate this is the southern part of Africa. In this region exists one of the world’s largest plateau of over one thousand miles both in depth and across. Despite having this feature that has been observed to slowly rise over the past period, geologic evidence collected by various researchers has demonstrated that this part of Africa and environs have not experienced a tectonic collisions for over four hundred million years (Ritseme, 2001). Source: Gurnis, M., (2001). Sculpting of the earth from Inside Out. Scientific American Inc.Advertis ing Looking for report on geology? Let's see if we can help you! Get your first paper with 15% OFF Learn More The diagram above represents a mental map that combines measurements of thousands of vibrations caused by earthquakes that have been believed to travel through the planet. Blue areas in blue color represent the cold, dense rock that is believed to have experienced a quick movement, yellow, representing hot but less compact rock that is believed to have experienced slower movement. The sculpting features can therefore only be attributed to some vertical motion by a large chunk of the earth’s surface. Other examples that would support this premise are evidently observed from the vast stretches of the North America and Australia which are believed to have been bowed down some thousands of years ago and suddenly reappeared (Gurnis, 2001). Geologists have extensively studied the central layer of the planet Earth, a region believed to be a scalding; hot rock is found just below some jigsaw combination of tectonic plates and stretches much deeper to about 1800 miles away from the outer edge of the earth’s iron core (Gurnis, 2001). Earlier studies indicated that the differences in the mantle temperature result in the solid rocks creeping features. However, the scientific relationship that exists between the molasses like structures (that results in creeping features) and the rise to the vertical motions could not be substantiated (Ritseme, 2001). Moreover, progress in understanding of the same has been enabled due to the inventions of powerful computer models that have the ability of combining snapshots of the mantle in the present day with various clues into how such processes could have occurred (Gurnis, 2001). The African superswell mystery was among the easiest and first explainable structures with these computers. These Southern African features were attributed to the mantle, which having been creped could churn, and roil like hot soup pot, ready to boil. The low density of the rock, which appeared to be very hot, made the resultant boiling material buoyant, thereby ascending slowly while the colder and denser rocks tend to sink until the heat that escapes the molten core warms the material enough to make it rise repeatedly. The motions that appear in a three dimension are called convectional and are believed to create a horizontal motion experienced by the tectonic plates (Ritseme, 2001). Conclusion The Earth’s interior constant motions in its mantle can therefore be attributed to the constant drifts, surface movements of the Earth’s surface and other physical features experienced. This points out to the fact that such processes happening in the interior part of the earth give the greatest danger to the life-possessing species on the Earth.Advertising We will write a custom report sample on Sculpting Earth’s Surface Presentation specifically for you for only $16.0 5 $11/page Learn More Reference List Gurnis, M., (2001). Sculpting of the earth from Inside Out. Scientific American Inc. Web. Rackley, S., (2008),. The earth’s surface’ weathering process. USA: Scientific American Inc. Ritseme, J., (2001). Indonesian down welling. California institute of technology. USA: Scientific American Inc.

Explain The Implications Of Globalisation For The National Economies Assignment

Explain The Implications Of Globalisation For The National Economies In General And Its Impact On The Business Environment In The United Kingdom - Assignment Example Most of the governments were unable to protect their market from the foreign competitors and got attracted by the import tariffs. On the other hand, the introduction of advanced technologies has reduced the costs of communication and transportation by a certain degree (Shangquan, 2000). Likewise, this paper will provide a study of the enhancing factors and the major impacts imposed by globalisation in developing the economy and also the business environment of the UK. Theoretical Background There has always been a strong linkage between globalisation and growth along with development. Globalisation is duly considered as one of the major aspects in the modern economic scenario and is also regarded as one of the vital factors determining the future prospect of economic growth and development. This can be justified from a theoretical perspective that it affects the productivity of goods or services of a nation. In addition, it also affects labour employment and the elements utilised in the process of production by a greater extent. One of the major impacts of globalisation, in general, can be apparently observed as the growth in Foreign Direct Investment (FDI). The FDI growth rate is much higher than the entire growth in the world trade in the course of globalisation. The reduction in trade barriers and the increment in the global income of FDI have led several countries towards attaining superior competitive position with better economic growth along with development. The growth in the FDI rate eventually lead towards the introduction of pioneering technological advancements and the establishment of huge enterprises on the global level. Thus, the combination of... This paper stresses that the aforesaid study reflects detailed information about the impact of globalisation especially on the national economy in general and also on the business environment of the UK. It has already been observed in the earlier description that the UK economy was the major beneficiary of globalisation. The reduction in the income of the labour and the fall in the bargaining power of the labour force are the major aspects that have been attained from the impact of globalisation. One of the vital impacts of globalisation on the UK economy and also on the business environment of the UK can be viewed as that the major portion of the companies has become much international in nature. This report makes a conclusion that tthe global financial system of the world is not working well as it is intended to. The writer affirmed that if the global system is working well, then why the global crises are occurring in various nations of the world. In recent years, it can be viewed that the net flow of funds has been transferring from the poor countries to the richer ones, but the actual incident should be the opposite one. However, in order to cope up with the problem, the writer has also suggested that the government and the larger organizations must keep in mind certain important aspects while performing business at the global level. The companies must possess effective labour force in their capital market.

1. A Moral Dillema & What is Moral Essay Example | Topics and Well Written Essays - 500 words

1. A Moral Dillema & What is Moral - Essay Example The responsibility of the student is towards both his widower mother and his lost brother. It is now in his hands to choose as to which responsibility he would fulfill. I believe that the student should never leave his home to fight the Nazis as he would not be able to kill the specific person who killed his brother. Based on moral grounds the lost person cannot be revived again by fighting with the Nazis. The student can perhaps live at home and serve his mother as she is a widow and already suffering from the death of her son. The student can take over the place of his brother and meet all the demands of his mother as she would have wanted from his brother. This decision would help to bring out a positive outcome overall as it would save both the mother and student’s life. It would help the mother to be happy with what she is left with in this world. Over the years it is seen that the controversy regarding piracy of music has taken a new shape. Many registered companies have filed a complaint against different software issuers for pirating music. Even nowadays it is seen that music and movies are available online without any copyright charges. It is a blessing for some people who get the music and movies in free whereas some decide not to buy pirated music and movies as it is considered as a fraud by the people. A question arises regarding the copyrights of music, movies and books over the internet analyzing the current situation. It can be answered by examining the different views of different people. Piracy of these things has become an issue because of the easy access that people have been given. The unregulated distribution of these works should be prohibited over the internet as this line of distribution takes away the line of profit from the manufacturers. It has been found that many of the Internet users prefer using things for free rather than paying for them. One may not want to buy music if he is getting the same music for free