My Speech On My Life - 922 Words

My mom always says everything happens for a reason, I use to never believe that because of everything happened to us. I was only 6 and 11 months old when my parents, Sumaya and Abraham, told me the news that changed my perfect life. We lived in Chicago at the moment, the house in front of the big park. My mother would take me to the park every day after she picked me up from school, which was only two blocks away from the house. We would go home and eat, do homework, shower, and then we would lay in bed watch soap operas. My father would come home around 12 am after his police work was done. I remember that day like it was yesterday, everything was normal school, park, homework, shower but then my dad got home early around 7pm. They sat me down for a talk, both on each side of the me on the black pullout couch. My father starts talking â€Å"Your mother and I need to tell you something† My mother continued â€Å"You know we both love you very much and no matter what happens we always will.† At this moment I start thinking, what could this be? Are we moving? Are okay? Then my father looks at my mom she says â€Å"Your father and I are getting divorced.† I ran into their room and jumped on the bed and started pouring my eye balls out. Then they came in to calm me down and explained that sometimes things are for the best and all those things that would normally make someone that age feel better. Which it did but it still hurt knowing I couldn t have both parents with me every dayShow MoreRelatedMy Speech On My Life1355 Words   |  6 Pagesevent has changed my life not for the better, but for the worst. My thought process is broken beyond repair. I have always hated everything about myself as long as I can remember. I started losing passions in the things that kept me sane. I have changed and will never be the same again. Over the years my hatred towards myself has became an unbearable pain to live with. In elementary school, I began to hate my skin color. I can not remember the exact reason why, but I know that my self-hatred had somethingRead MoreMy Speech On My Life1162 Words   |  5 PagesI just feel better with him by my side. I know I can t tell him that, I can t seem to tell him even the simplest of things. When I got home there was no one there, I called the hospital to see if my father was there. It turned out when I was at school he got up to go to the bathroom alone and fell and could not help himself up. I tired to talk to him on the phone but he hung up we he found out it was me and not my brother. I don t know what everyone sees in my brother. I understand that I amRead MoreMy Speech On My Life1594 Words   |  7 Pagesschool, I walked into my house with tearful eyes thinking my life stood unbearable. My entire family saw me enter the house without an ounce of glee, wondering what black cloud surrounded my thoughts. After years of fantasizing about the life I always desired, the breaking point came and swallowed me whole without warning. My patience began to diminish over time, consequently leading to the most important talk of my life. Walking into my room with a ball of frustration in my throat, my dad follows, likeRead MoreMy Speech On My Life1357 Words   |  6 Pagesmonths I have been going about my life. Working, exercising, giving value back to others but I felt a lack of spark. It was as if everything I was doing was simply for the sake of it and it seemed that everything I was doing was lacking the depth and significance that I loved. The clock ticked. November 1st came and something magical happened. november I simply stopped where I was, looked up at the sky and began to use my imagination. I shut out the world, closed my eyes and began to imagine allRead MoreA Speech On My Life1572 Words   |  7 Pagesmoment in my life I see myself as a young woman who wants to accomplish my goals in completing my career and becoming a mentor to kids around me. For instance, one of the values I have that my parents have instructed me was to be a part of an influence in someone else s live. My parents have always told me to have a goal to influence others to make a right decision or help them out. Therefore, my parents have grown in me a caring person to others and help others around me. Therefore, my interestRead MoreA Speech On My Life Essay921 Words   |  4 PagesWelcome to my life Education is â€Å"key† to succeed in today’s society as I see it. Individuals whom have been out of school for many years can feel their knowledge slowly fade away. Some individuals can possibly relate? I have experienced this feeling myself. I have began to seek motivation within myself by submitting an application to Suu. Right then and there I knew I was on the right track to build confidence within and quit doubting myself. Some subjects have been a struggle for me while growingRead MoreGraduation Speech : My Life977 Words   |  4 PagesUniversity. My parents were hosting a graduation brunch for me at the scenic Valley Green Inn in Philadelphia’s historic Fairmount Park. There were over a hundred guests present that day, a mix of family, friends, and others who made an impact on me over the course of my life. It was just a few short months away from the beginning of law school. I remember looking over at my parents shortly after the brunch began; my mother was looking at me and her eyes were filled with tears. Next to her, my dad wasRead MoreGraduation Speech : My Life1578 Words   |  7 Pages Looking back at all I’ve accomplished through out my K-12 years I’ve realized it’s taught me so much about life. In elementary I was taught my manners while incorporating basic subjects such as math, reading, writing, etc. I can remember how prestigious nap times were and the little snack breaks I used to have during class. Those days were the best days. My first academic success actually came in the third grade when I was on the honor roll all four quarters of the school year. I didn’t think beingRead MoreGraduation Speech : My Life1141 Words   |  5 Pages Friends that we make from our high school years are the ones that we will have for a lifetime. And I am glad I made some friends during the course of my high school years. Those fr iendships, hopefully, would travel with me until I enter college, the world of adulthood, and the very last stage of my life—death. One of those friendships, one of my treasures, is between Ryan and me. He and I first met in a math class back in freshman year. It was the first day of school, and everything—classmates,Read MoreGraduation Speech : My Life1317 Words   |  6 PagesIf someone were to ask me a couple years ago if graduate studies were in my plans, my reply would be â€Å"absolutely not!† Back then, there was not really a good reason that motivated me to continue my education after graduating with a degree in Public Health Education. The mere thought of more school exhausted me. Though my mentality seemingly changed, one thing that cannot be denied is my love for the game of basketball, which has been almost cruelly ignored until recently. The countless times

Forms Of Resistance Rebellion - 1312 Words

Forms of Resistance: Rebellion Throughout the three-hundred years that slavery was exercised in the United States, there were many forms of resistance to the horrors it entailed. Everything from acts of sabotage, poor work, feigning illness, arson, poisoning, and running away to the North were used to undermine the institution (Foner;Garraty). Perhaps one of the most prolific and impactful forms of resistance to slavery were the numerous rebellions and revolts (Foner;Garraty). Although many revolts were put down quickly after their initiation, a select few significant political effects. The Gloucester Conspiracy, the South Carolina â€Å"Stono†¦show more content†¦The men agreed on a plan to collect weapons and ammunition to lead a march to the governor, Sir William Berkeley to request release from their indentures. This plan was ultimately foiled by a servant and four conspirators were hanged and the others arrested. The Gloucester County conspiracy was significant in a few different ways. Firstly, the conspiracy staged a rebellion on a scale never before imagined compared to the small acts of disobedience sometimes encountered with servants. The revolt included weapons and enough intent and ambition to use them, which may have caused a violent and bloody outcome. Secondly, the timing of the conspiracy was in the middle of a transition from servitude to full enslavement in the Virginia Colonies. The great demand for labor was at its high point of the time and landowners desperately needed some form of it (Wolfe). This is significant because although indentured servitude is not entirely slavery, the fact that a group of people would be angry enough to harm or kill to attain freedom scared many owners, and slavery would only cause greater anger. The 1739 Stono Rebellion was arguably the bloodiest revolt in the history of colonial America and was definitely one of the most frightening. By the end of the uprising, over sixty people were dead and the South Carolina colony was left bewi ldered (Stono Rebellion). Named the â€Å"Stono Rebellion† for its location

Drama Journal Entry Free Essays

Wk6 Assign: Project 1 – Journal – Drama Part II 1. What is your reaction to this week’s play: â€Å"Fences†? My reaction is that Troy Maxson has made a lot of mistakes in his life, but finally has settled on the right track. He has a wonderful wife, a son, and a steady job. We will write a custom essay sample on Drama Journal Entry or any similar topic only for you Order Now But when Troy’s son brings home a request that causes him to look back and dwell on the bitter racism in his unfulfilled past, Troy’s stable life takes a downward spiral. As the Maxson family loses contact with each other and relationships change in the blink of an eye, each character must fight through their inner demons to overcome the conflict that has overtaken their family. 2. What do you feel is significant about this play? (Discuss possible themes and the author’s intentions. ) Troy, being an uneducated black man living in the south had many challenges and obstacles to overcome. In the end, the apple doesn’t fall too far from the tree. Rose’s character reminds us why our children need an education and woman rights need to be acknowledged and fought for. When she finds out her husband is cheating and at 54 he is going to be a father again. Rose has nowhere to go thick or thin, good or bad, Rose is stuck. 3. What do you think is the value of this dramatic piece and the form of literature it is written in? Why has this play become a classic, and why is it so highly regarded? ) Fences is one of those rare works of literature that is able to take a real-life situation and turn it into something deeply meaningful and important. It is one of the most accurate and intriguing depictions of relationships between people that I have ever read. August Wilson strikes a perfect balance of plot and dialogue and ends up with a definite home run. It was literature written in Drama. How to cite Drama Journal Entry, Essay examples

Slavery Reparations Are Wrong Essay Example For Students

Slavery Reparations Are Wrong Essay Ladies and gentlemen; I dont believe that anyone in this chamber would move to disagree with the idea that slavery was an atrocity, committed from the depths of the darkest parts of the human sole. Africans were seized from their native land, and sold into lives of servitude into a foreign land. Indeed, it was a tragedy on such a scale that cannot be measured nor quantified. And it is this very notion of unquantifiable tragedy which speaks to the matter of reparations for slavery. To be quite blunt, reparations, even if they may be deserved, are not feasible under any system or economic tangent indeed such an undertaking would only not remedy the situation, but it would sink Africa and her people deeper into the cycle of poverty and oppression that they have so struggled to free themselves. While the arguments against reparations may seem shallow or self-serving to advocates of such a system, upon examination, the logistics of what to give, and whom to distribute it to, preclude any potential benefits of such a system of indemnity and requite. The point of the follow critique is not to say that Africans were not mistreated, nor that they are not worthy of reparations, but that perhaps reparations are not an adequate solution to this situation, and indeed will only serve to worsen. Africa is a continent in dire straits. European colonization and colonialism damaged the native structure and society some might say that this simply proves that European man caused, and ought to pay for, the damages done to Africa and her people. However, I would argue that simply placing a band-aid blanket over Africa, would serve only to mask their problems, and relieve us of our guilt. It was this same attitude that the early European missionaries took with Africa that they are not capable of dealing with their own problems and situations. Authors suggest that reparations should take the form of capital transfers and African status in the International Monetary Fund (Mazuri, 22). Does this sound like mending the deep running wounds and damage done to Africa, or like a transfer of monetary funds in order to fix Africa? Indeed, this idea of presenting money to Africa in order to apologize for what we have done is nothing more than a quick fix solution it is not a long-term remed y for the underlying structural damage. The very center of Africa has been changed, for better or for worse. Surface solutions, while some may claim they are a good beginning or perhaps just a token of our apologetic state, will only further social damage and entrench abusive African regimes. A cognate situation with African Americans is with that of Afrocentric history (Asante, 174); many suggest that perhaps we ought to provide black student with their own curriculum, such as to instill in them a sense of pride that will improve their education. The U.S. News and World Report comments: The Afrocentric curriculum is usually presented as an attempt to develop pride in black children by giving them a racial history? But what kind of pride and self-esteem is likely to grow from false history? And how much more cynical will black children be if they discover that they have been conned once again, only this time by Afrocentrists? ? It is a sure-fire formula for separatism and end less racial animosity (Leo, 26) This author suggests that indeed, conferring upon youths of African descent their own different history will not only further the racial segregation, but also provide them with a false sense of history, fueling the animosity. If the rest of the world were to suddenly step down and bestow upon Africa special privileges and grants, it would only create a sense among the global village that Africans are different and require some sort of special assiezce in order to succeed. This type of compensatory system would not only be insufficient to ever repay blacks for the injustice to them, but also further the rigid separatism that plagues African Americans today what they need is equality, not special programs catered to what guilty-feeling Europeans feel they owe them. A Tale of Two Cities: Best or Worst of Times? EssayI would, once again, like to make clear that I do not disagree that slavery was an act of near genocide, and ought never be forgotten nor trivialized we owe the African of our day a great apology. Nor do I disagree that perhaps Africans contributed to global markets in the early days of European expansion (Miller, 71). However, I do not think it right that we bandage Africa in requital of our own guilt, thusly entrenching the very notion of segregation and discrimination that we are discussing here today. African peoples and nations may be deserved of recompense, but it will never truly be possible to requite the losses in any form of goods or services by a foreign power. If Africans need money, it need not be asked for under guise of slave reparations. We ought not bestow these requites of shallow money and assiezce on Africa it would distinguish them as something different, and entrench the mindset of racism, and the paradigm o f separate treatment. Indeed, the point of this address was to display to the chamber the impracticality of providing such quick-fix solutions, and of ever hoping to properly distribute these funds within a reasonable timeframe of effectiveness. Indeed, I believe deeply that Africans have been abused and oppressed yet we ought not buy the forgiveness of Africa, nor should Africa have to accept our payments. I urge you, to please have the foresight to not entrench the very notions of which it is so paramount that we battle, but to find an alternative solution to Africas dilemma.

The Sewerage System In Malaysia Construction Essay Example For Students

The Sewerage System In Malaysia Construction Essay Sewage systems are one of the most of import substructures in building of residential, industrial or commercial undertaking as it determines the quality of life enjoyed by a community. It consists of a web of belowground cloaca pipes, pump Stationss, sewerage intervention workss and sludge intervention installations. This system normally operates based on by gravitation due to the incline of the pipe which reduces the high cost required for pumping. We will write a custom essay on The Sewerage System In Malaysia Construction specifically for you for only $16.38 $13.9/page Order now Sewers are farther classified into a few classs, which depend on the type of effluent that each of it carries. For illustration, storm cloacas are designed to transport stormwater from roofs, paved countries, pavings and roads ; industrial cloacas are designed to transport effluent generate from the industry ; healthful cloacas are designed to transport the waste H2O from cooking and rinsing and the wastes from lavatories. There is another type of cloaca which is known as combined cloacas. These types of cloacas are designed to transport stormwater, industrial wastes, and domestic sewerage. In Malaysia, many towns and metropoliss use the separate cloaca system. The effluent is transported in separate pipes from storm cloacas, industrial cloacas and healthful cloacas. This system will non see CSOs ( Combine Sewer Overflows ) which normally happen to combined cloaca. The implosion therapy will do by stormwater merely. Sewage system is really of import as it helps people to transport the wastes or sewage off from their topographic points. Therefore, the system must be working good because improper operation system will take to pollution and taint of assorted facets of our environing which affect human life and wellness. Hence, regular care must be done to the bing sewage system and appropriate design must be applied to the new sewage systems to guarantee the sewage systems are in good status. The efficiency of the sewage system is affected by the flow of the effluent. In planing a sewage system, the type and size of the pipe to be used must be able to suit the extremum flow. The extremum flow is based on the population equivalent which is a direct measuring of the population in an country. When planing the sewage, there is a criterion and standards that should be followed. The standard codification of pattern for sewage design in Malaysia ( MS 1228:1991 ) was adopted from British Standard ; BS 8005:1987. However, British Standard may non be as applicable to Malaysia due to the season and clime factor which have direct consequence on the extremum flow. This is the chief ground of making this research to happen out whether the criterion is suited to be used in Malaysia. Outline1 Problem Statement2 1.3Research Aims3 1.4 Scope of Research4 Chapter 2: LITERATURE REVIEW5 2.1 Sewage System in Malaya6 Figure 2.1 Flow of effluent from private pipe to public pipe ( USJ 23 Residence7 2.2 Transportation of Wastewater8 Figure 2.2 Transportation system of Wastewater ( Michigan Environmental Education Curriculum,9 Wastewater Treatment )10 2.3 Concept A ; Theory11 2.4 Measure for Effluent12 Table 2.1 Equivalent Population, PE ( MS1228:1991 )13 No.14 Type of Premises/Establishment15 Population Equivalent ( recommended )16 A17 A18 A19 A20 A21 A22 2.4.2 Sanitary/Domestic Wastes23 2.4.2.1 Lending Population24 2.4.2.2 Average Daily Flow25 2.4.2.3 Average Hourly Flow Rate26 2.5 Design Wastewater Flow27 2.5.1 Design Equations28 2.5.2 Factors Affecting Sewer Design29 2.5.2.1 Gravity Sewer Design30 Figure 2.2 ( a ) Part-full pipe flow without surcharge31 ( B ) Pipe flow with surcharge ( David and John, 2011 )32 2.6 Pipe Materials for Gravity Sewer33 Table 2.2 Pipe Materi als for Gravity Sewer34 Types of Pipe Material35 Length ( m )36 Diameter ( millimeter )37 Pipe Joints38 A39 A40 A41 A42 A43 A44 A45 A46 A47 A48 A49 A50 A51 A52 A53 A54 A55 A56 A57 A58 A59 Chapter 3: RESEARCH METHODOLOGY60 3.1 Introduction61 3.2 Preliminary Plants62 3.2.1 Information Gathering63 3.2.2 Standard Code of Practice for Design and Installation of Sewerage Systems64 ( MS1228:1991 )65 3.3 Site Work66 3.3.1 Flow Characteristics Measurement Problem Statement Any sewage system will be designed to transport a certain sum of sewerage based on the population equivalent ( PE ) . In sewage design, the per capita flow and the peak flow rate ( Qpeak ) are of import parametric quantities. Based on British Standard, the per capita flow is 225L/day/person and the extremum flow factor, K is 4.7. However, a old survey indicated lower per capita flow and peak flow factor in the sewage system in Malaysia although no conclusive consequences were obtained ( Dayalan, 2007 ) . A lower extremum flow factor will ensue in smaller pipes which will incur lower cost. Therefore, farther research is needed to analyze the suitableness of current design standard for sewage system located in tropical climes. 1.3Research Aims The aims of the survey are: To obtain flow informations from pre-determined cloaca tributary country. To measure the parametric quantity in the extremum flow factor equation for medium graduated table sewage catchment system. To find the relationship between population of an country to the extremum flow of sewage system. 1.4 Scope of Research To roll up relevant information of sewage design from selected literatures. To happen out relevant expression provided in selected codifications for sewage design. To analyze the extremum flow factor in sewer line that serve the PE value of 1000-10000. To mensurate flow features by utilizing flow metre with build-in detector in manholes at Tropicana Indah. To compare the consequences obtained with the expression in the standard codification. To do recommendation on the feasibleness of the codification expression to tropical clime. Chapter 2: LITERATURE REVIEW 2.1 Sewage System in Malaya The sewage system is designed to roll up effluent or disgusting sewerage generated from residential, industrial and commercial countries through sewer pipes and discharges it to the intervention workss or installations to guarantee the sewerage is released to the natural H2O organic structures in an appropriate status and quality ( Geoffrey, 2004 ) . In Malaysia, sewage systems range from simple lavatory with small or no intervention provided to modern sewerage intervention workss that treat the sewerage to the desired quality conformity to environment criterion. There are two chief types of sewage system in Malaysia. A premiss sewage system is either connected to a public sewerage intervention works or an single infected armored combat vehicle. Indah Water Konsortium ( IWK ) is responsible to supply service and care to public sewerage intervention workss and all the belowground pipes and besides provide desludging services to single infected armored combat vehicles ( Abd Aziz, 2006 ) . IWK decided to split the belowground pipe into two subdivisions, public pipe and private pipe ( Figure 2.1 ) to do certain that all belowground pipes operate without any job. Public pipe is under the duty of IWK and the private pipe is under single duty. An person have to pay for the IWK services when the private pipe demand for serving. ( Abd Aziz, 2006 ) . hypertext transfer protocol: //www.usj23.com/planet_free/sewage_system/Sewage % 20System.jpg Figure 2.1 Flow of effluent from private pipe to public pipe ( USJ 23 Residence 2.2 Transportation of Wastewater Wastewater is normally transported through sewer pipes that are connected to the cloaca brinies by clay, cast-iron, or polyvinyl chloride ( PVC ) pipes that scope from 80-100mm diameter. The big cloaca brinies can be located about 1.8m deep or more than that along the center line of a street or tract. The little and big cloaca pipes are made by different stuff, in which the smaller cloaca pipes are made of clay, concrete, or asbestos cement, and the big cloaca pipes are made of strengthened concrete building. The flow of effluent is different from water-supply system. The H2O supply is transported to each house by the application of force per unit area. However, the effluent from each house is flows through sewer pipes by gravitation. Therefore, the cloaca pipe must put on incline surface to let the effluent to flux at a speed of at least 0.8m/s and non more than 4m/s. ( MS1228:1991 ) . If the effluent flows at speed lower than 0.8m/s, the solid stuff tends to settle in the pipe whic h will take to blockage. Storm-water brinies have similar construction as healthful cloacas but they have a much larger diameter than healthful cloacas. In certain topographic points, the urban cloaca brinies are connected to interceptor cloacas, which can so fall in to organize a bole line. The bole line will so dispatch the effluent into the wastewater-treatment works. This transit procedure is shown in Figure 2.2. As the interceptors and bole lines will transport the effluent discharge from sewer chief, they are normally made of brick or reinforced concrete which can transport more burden than the other pipe. Sometimes, they are big plenty for a truck to go through through them. ( Norhan Abd Rahman et.al, 2007 ) .uc3b6593232e9f903beba08d8ceed3b1f , .uc3b6593232e9f903beba08d8ceed3b1f .postImageUrl , .uc3b6593232e9f903beba08d8ceed3b1f .centered-text-area { min-height: 80px; position: relative; } .uc3b6593232e9f903beba08d8ceed3b1f , .uc3b6593232e9f903beba08d8ceed3b1f:hover , .uc3b6593232e9f903beba08d8ceed3b1f:visited , .uc3b6593232e9f903beba08d8ceed3b1f:active { border:0!important; } .uc3b6593232e9f903beba08d8ceed3b1f .clearfix:after { content: ""; display: table; clear: both; } .uc3b6593232e9f903beba08d8ceed3b1f { display: block; transition: background-color 250ms; webkit-transition: background-color 250ms; width: 100%; opacity: 1; transition: opacity 250ms; webkit-transition: opacity 250ms; background-color: #95A5A6; } .uc3b6593232e9f903beba08d8ceed3b1f:active , .uc3b6593232e9f903beba08d8ceed3b1f:hover { opacity: 1; transition: opacity 250ms; webkit-transition: opacity 250ms; background-color: #2C3E50; } .uc3b6593232e9f903beba08d8ceed3b1f .centered-text-area { width: 100%; position: relative ; } .uc3b6593232e9f903beba08d8ceed3b1f .ctaText { border-bottom: 0 solid #fff; color: #2980B9; font-size: 16px; font-weight: bold; margin: 0; padding: 0; text-decoration: underline; } .uc3b6593232e9f903beba08d8ceed3b1f .postTitle { color: #FFFFFF; font-size: 16px; font-weight: 600; margin: 0; padding: 0; width: 100%; } .uc3b6593232e9f903beba08d8ceed3b1f .ctaButton { background-color: #7F8C8D!important; color: #2980B9; border: none; border-radius: 3px; box-shadow: none; font-size: 14px; font-weight: bold; line-height: 26px; moz-border-radius: 3px; text-align: center; text-decoration: none; text-shadow: none; width: 80px; min-height: 80px; background: url(https://artscolumbia.org/wp-content/plugins/intelly-related-posts/assets/images/simple-arrow.png)no-repeat; position: absolute; right: 0; top: 0; } .uc3b6593232e9f903beba08d8ceed3b1f:hover .ctaButton { background-color: #34495E!important; } .uc3b6593232e9f903beba08d8ceed3b1f .centered-text { display: table; height: 80px; padding-left : 18px; top: 0; } .uc3b6593232e9f903beba08d8ceed3b1f .uc3b6593232e9f903beba08d8ceed3b1f-content { display: table-cell; margin: 0; padding: 0; padding-right: 108px; position: relative; vertical-align: middle; width: 100%; } .uc3b6593232e9f903beba08d8ceed3b1f:after { content: ""; display: block; clear: both; } READ: Overpopulation Essayhypertext transfer protocol: //techalive.mtu.edu/meec/module21/images/CombinedSewer.jpg Figure 2.2 Transportation system of Wastewater ( Michigan Environmental Education Curriculum, Wastewater Treatment ) 2.3 Concept A ; Theory In planing a sewage pipe web, the pump Stationss and sewerage intervention workss are required to transport and pump volumetric flow rate. The flow rates are normally measured in three-dimensional metre per second ( m3/s ) and need to be calculated for both bing land usage and for expected hereafter development. There are two parametric quantities that are used to cipher expected flow rates. One of the parametric quantities is per capita flow. This per capita flow of 225L/person/day is an mean day-to-day flow, which means a individual will bring forth 225 litres of sewerage in a twenty-four hours. Another design parametric quantity named population equivalent ( PE ) of a catchment can besides be used to cipher the flow rate. PE is non a step of population. However, it is used to mensurate the estimated figure of people that use the sewerage installations. In residential countries, the PE is a direct measuring of the population in an country which is calculated as five per home. The PE has a different method of measuring in commercial country. It is calculated from the floor country and this PE value is considered to be relative to the figure of people utilizing a premiss during the twenty-four hours which does non reflect the population life in an country. 2.4 Measure for Effluent 2.4.1 Tributary Area Tributary country is an country from where the effluent is being transported to a peculiar cloaca subdivision. The types of activities in that country determine the measure of effluent being collected by a peculiar subdivision. A study has to be done when there is no information available on bing countries in order to find the figure and categorization of individuals and the types of industries. ( Guyer, 2010 ) Table 2.1 shows the method of ciphering the PE. Table 2.1 Equivalent Population, PE ( MS1228:1991 ) No. Type of Premises/Establishment Population Equivalent ( recommended ) 1 Residential 5 per unit 2 Commercial: A A ( include entertainment/recreational Centres, eating houses, cafeteria, theaters ) 3 per 100m gross country 3 School/Educational Institutions: A A Day schools/institutions 0.2 per pupil A Full moon residential 1 per pupil A Partial derivative residential 0.2 per pupil for non-residential pupil and 1 per pupil for residential pupil 4 Hospitals 4 per bed 5 Hotels ( with dining and wash installations ) 4 per room 6 Factories ( excepting procedure wastes ) 0.3 per staff 7 Market ( Wet Type ) 3 per stall 8 Petrol kiosks/Service Stationss 18 per service bay 9 Bus terminus 4 per coach bay 2.4.2 Sanitary/Domestic Wastes 2.4.2.1 Lending Population In planing the flow, the population to be used depends on the location of the cloaca. The design population in a residential country is based on the figure of houses served. However, the design population for an industrial country is the maximal figure of staff of all time employed. The design population for cloacas that serve both residential and industrial countries include occupants and non-residents. Designing of these cloacas denote that no individual should be counted more than one time. Allowances should be made for future population alterations caused by maestro planning projections and installation forces demands. ( Guyer, 2010 ) 2.4.2.2 Average Daily Flow The mean day-to-day flow is counted by multiplying the population equivalent from occupant and non-resident with the appropriate per capita flow and adding the two flows generated from both resident and non-resident. The mean day-to-day flow shows the entire volume of waste generated over a 24-hour period. It can non be used for wastes that were generated over shorter periods of 8, 10, 12 hours, etc. Therefore, it can merely be used for planing cloacas that generate effluent over a 24-hour period ( e.g. residential country ) . In Malaysia, the mean day-to-day flow for residential country is normally taken as 225L/person/day. In industrial countries, the mean day-to-day flow is taken every bit 115L/person/day as non-resident forces and employees is working for 8-hour displacements. These measures are normally used in planing effluent intervention installations. However, they are besides used for sizing interceptors, bole cloacas and pumping Stationss functioning big parts of the insta lling. ( Guyer, 2010 ) 2.4.2.3 Average Hourly Flow Rate Average hourly flow rate is used for planing cloacas that serve little countries of the installing ( e.g. industrial country ) , where most of the effluent is generated by non-residents or other short term residents. The mean hourly flow rate is counted based on the existent period of waste coevals. For illustration, 1000 non-residents with an mean day-to-day flow of 115L/person/day would bring forth 115,000 litres in 8 hours which is tantamount to an mean hourly flow rate of 14,375 L/h or 345,000 L/d. However, the mean day-to-day flow would still be 115,000 L/d. Therefore, the cloaca must be designed hydraulicly to transport 115,000 litres of waste in 8 hours alternatively of 24 hours ( Guyer, 2010 ) . If the cloaca is designed to transport a waste of 115,000 litres in 24 hours, so the cloaca pipe will non be able to transport the wastes as the existent volume of wastes generated is more than the design waste. This will take to the obstruction of sewer pipes and flood in the lavator y. 2.5 Design Wastewater Flow The design flow of effluent must be determined for any subdivision of a proposed cloaca. The design flow is non merely based on healthful sewerage ; industrial flows, inflow and infiltration must besides be taken into history. The followers shows the equation to find the extremum flow factor and the factor to be considered in sewage design. 2.5.1 Design Equations The extremum flow required to plan cloacas, pumping station and intervention installations are calculated by the undermentioned equation: Peak flow factor = 4.7 ten p-0.11 p Estimated tantamount population, in 1000. The cloacas are designed based on extremum flow to guarantee that the sewer pipes would be able to suit the effluent generated at any clip. 2.5.2 Factors Affecting Sewer Design In planing cloacas, there are a few factors as stated in MS1228:1991 that must be taken into consideration: Economy in the design The cloacas should be kept every bit short as possible and avoid unproductive lengths. Shallow rider cloacas can be laid under main roads holding expensive foundations and surfaces to have the local house connexion, and to link the riders at convenient points into the chief cloacas. Location of cloacas The cloacas should be placed within streets or right-of-way to ease the care work. .ueebba90c313ad20fc18e7e5cdfbd24c8 , .ueebba90c313ad20fc18e7e5cdfbd24c8 .postImageUrl , .ueebba90c313ad20fc18e7e5cdfbd24c8 .centered-text-area { min-height: 80px; position: relative; } .ueebba90c313ad20fc18e7e5cdfbd24c8 , .ueebba90c313ad20fc18e7e5cdfbd24c8:hover , .ueebba90c313ad20fc18e7e5cdfbd24c8:visited , .ueebba90c313ad20fc18e7e5cdfbd24c8:active { border:0!important; } .ueebba90c313ad20fc18e7e5cdfbd24c8 .clearfix:after { content: ""; display: table; clear: both; } .ueebba90c313ad20fc18e7e5cdfbd24c8 { display: block; transition: background-color 250ms; webkit-transition: background-color 250ms; width: 100%; opacity: 1; transition: opacity 250ms; webkit-transition: opacity 250ms; background-color: #95A5A6; } .ueebba90c313ad20fc18e7e5cdfbd24c8:active , .ueebba90c313ad20fc18e7e5cdfbd24c8:hover { opacity: 1; transition: opacity 250ms; webkit-transition: opacity 250ms; background-color: #2C3E50; } .ueebba90c313ad20fc18e7e5cdfbd24c8 .centered-text-area { width: 100%; position: relative ; } .ueebba90c313ad20fc18e7e5cdfbd24c8 .ctaText { border-bottom: 0 solid #fff; color: #2980B9; font-size: 16px; font-weight: bold; margin: 0; padding: 0; text-decoration: underline; } .ueebba90c313ad20fc18e7e5cdfbd24c8 .postTitle { color: #FFFFFF; font-size: 16px; font-weight: 600; margin: 0; padding: 0; width: 100%; } .ueebba90c313ad20fc18e7e5cdfbd24c8 .ctaButton { background-color: #7F8C8D!important; color: #2980B9; border: none; border-radius: 3px; box-shadow: none; font-size: 14px; font-weight: bold; line-height: 26px; moz-border-radius: 3px; text-align: center; text-decoration: none; text-shadow: none; width: 80px; min-height: 80px; background: url(https://artscolumbia.org/wp-content/plugins/intelly-related-posts/assets/images/simple-arrow.png)no-repeat; position: absolute; right: 0; top: 0; } .ueebba90c313ad20fc18e7e5cdfbd24c8:hover .ctaButton { background-color: #34495E!important; } .ueebba90c313ad20fc18e7e5cdfbd24c8 .centered-text { display: table; height: 80px; padding-left : 18px; top: 0; } .ueebba90c313ad20fc18e7e5cdfbd24c8 .ueebba90c313ad20fc18e7e5cdfbd24c8-content { display: table-cell; margin: 0; padding: 0; padding-right: 108px; position: relative; vertical-align: middle; width: 100%; } .ueebba90c313ad20fc18e7e5cdfbd24c8:after { content: ""; display: block; clear: both; } READ: Building a Campfire There are many different campf EssayIf topography dictates, the cloaca is to be located within private belongingss, and supply equal entree for care intents. Location or the place of other bing or proposed service lines, constructing foundation, etc for care intents. A lower limit at 3 thousand horizontal and 1m perpendicular separation from the H2O chief should be provided to avoid the sewerage from come ining the H2O chief. The impact of sewer building and subsequent care activities towards route users. Hydraulic Design The cloacas should be laid at such gradients to bring forth equal speeds to convey the solid affair. The gradient should bring forth a minimal speed of non less than 0.8 m/s and a maximal speed of non more than 4.0 m/s to avoid scouring of cloaca by eroding action of suspended solid. Structural Design The deepness of cloacas must be equal to suit the sewerage from bing and future belongingss. The minimal deepness should be 1.2 m. The minimal size of the cloaca should be 200 millimeter in diameter in order to convey natural sewerage. Straight alliance and unvarying gradient between back-to-back manholes should be laid for cloacas of 600 millimeter or less in internal diameter while curves can be laid for cloacas of larger than 600 mm internal diameter. Flexible type and watertight articulations should be provided between cloacas, sewer manhole or other gear construction to avoid infiltration and breakage due to differential colony. The foundation should be able to keep the pipe in proper alliance and carry the weight of dirt above the cloaca and any other overlying burden. Service Connection The diameter of the connexion must be equal plenty to forestall obstruction jobs. The cloaca must hold a minimal gradient of 2 % . The minimal size of the connexion should be 150 millimeter. Tee junction should be used to link service connexion to the chief cloaca. 2.5.2.1 Gravity Sewer Design Sewers are designed to convey the effluent flows as required. By and large, it is non recommended to plan the cloacas for full flow, even at peak rates as the opportunities for job arising are high. The flows that cover above 90 % to 95 % of full deepnesss are considered unstable which may take to sudden loss of transporting capacity with surcharging at manholes as shown in Figure 2.2 ( Guyer, 2010 ) . Surcharging means that the pipe that is designed to flux full or partially full, is now transporting the flow under force per unit area. When the flow exceeds the design capacity, there will be surcharge in the manholes ( David and John, 2011 ) . Besides that, big bole and interceptor cloacas laid on level inclines experience less fluctuation in flow. If it is designed to flux full, the cloacas may miss sufficient air infinite above the liquid for proper airing. Ventilation in cloaca is of import in forestalling the buildup of explosive, caustic or odorous gases, and for cut downing th e formation of H sulphide. Therefore, the deepness of design flow for bole and interceptor cloacas should non transcend 90 % of full deepness ; laterals and chief cloacas, 80 % ; and edifice connexions, 70 % . Regardless of flow and deepness, the minimal sizes of sewer pipes to be used are 150 millimeters for service connexions and 200 millimeter for all other sewer types. The sewer pipes for service connexions are normally smaller than 150 millimeters as they merely convey liquids with small or no solids ( e.g. condensate lines ) . A condensate line of more than 100 millimeter is recommended for most state of affairss. Same design standards as healthful cloacas can be applied to industrial application except pipe stuff that is immune to the waste are to be specified. ( Guyer, 2010 ) Figure 2.2 ( a ) Part-full pipe flow without surcharge ( B ) Pipe flow with surcharge ( David and John, 2011 ) 2.6 Pipe Materials for Gravity Sewer There are many types of stuff which can be used for sewage building. However, the type of stuffs that we choose must depend on its life anticipation, old local experience, raggedness coefficient, structural strength and local handiness. Table 2.2 shows the common stuffs that are suited for healthful cloacas. Sewer pipes made by different stuff have different diameters and lengths. Table 2.2 Pipe Materials for Gravity Sewer Types of Pipe Material Length ( m ) Diameter ( millimeter ) Pipe Joints Vitrified clay pipe ( VCP ) 0.6 1.0 100 300 Flexible Reinforced concrete pipe A A A lt ; 375mm diameter 1.83 150 3000 Spigot A ; socket type with gum elastic rings gt ; 375mm diameter 3.05 Fabricated steel with sulfates resistance cement liner 9 100 1500 A A A A lt ; 750mm diameter A A Spigot A ; socket, rim and mechanical gt ; 750mm diameter A A Welded articulations Cast Fe 3.66 Vary Flange and spigot A ; socket type Asbestos cement pipe 4 100 600 A Plastic pipe 6 110 630 Spigot terminal and socket type with gum elastic seals, jointing by rims, welding and solvent cementing A A A A A A Other stuff A A A Chapter 3: RESEARCH METHODOLOGY 3.1 Introduction In this research, a field work will be conducted to acquire the information that will be used to make the aims of this research. 3.2 Preliminary Plants This is the initial plants that has to be done before carry oning the field work at site. It includes information assemblage on the subject of sewage design and self-study on similar and related subjects in order to larn more. 3.2.1 Information Gathering A series of books, articles and online information has to be studied to obtain information on the subject of sewage design. Beginnings for sewage design largely come from abroad. However, the information on the method to measure the design standard is obtained from related research by a local university. 3.2.2 Standard Code of Practice for Design and Installation of Sewerage Systems ( MS1228:1991 ) With the mention to this codification book, the design standard and the factors to be considered for sewage design is obtained. The equations to cipher the extremum flow which depend on the population equivalent are all available in this standard codification of pattern. 3.3 Site Work A site has been identified for the field work informations aggregation. The location of this site is in Tropicana Indah. Approval is still pending from IWK for entree to their manholes. 3.3.1 Flow Characteristics Measurement The flow feature of a subdivision of sewage pipe systems can be measured by utilizing a flow metre. This flow metre is provided with detector which will automatically enter the flow, speed and H2O tallness at a specific clip interval, which in this instance is 5 proceedingss. Once the measuring is completed, the information from the flow metre will be linked to a computing machine that has Flowlink4 package. This package would help the plotting of graphs for the 3 parametric quantities ( flow, speed and tallness ) every bit good as transportation of informations to other package. From the information, the upper limit and minimal hourly flow rate can be obtained. The mean flow rate can be used to cipher per capita flow. Flow per capita = Average day-to-day flow ( m3/day ) / Entire population equivalent ( PE ) = m3/day/person The rating of peak factor and per capita flow for sewage can besides be done through the informations obtained from field experiment. The equations that are used for sewage design are as follow: a. Peak flow factor = 4.7 A- p-0.11 B. Average day-to-day flow = Flow per capita A- Pe = m3/day c. Peak domestic flow = Peak flow factor A- Average day-to-day flow = 4.7 A- p-0.11 A- Flow per capita A- Pe = m3/day From MS 1228:1991, the p value is an estimated PE in 1000s and the mean flow per capita is 225 L/day/person.

On Turnin Ten by Billy Collins Essays

On Turnin Ten by Billy Collins Essays On Turnin Ten by Billy Collins Paper On Turnin Ten by Billy Collins Paper The poem on Turning Ten by Billy Collins for me is about leaving childhood behind and understanding that one must eventually grow up. Its Realizing that one Has to mature and stop the never ending theme park designer that is a Childs imagination. Turning a two digit number was written as a very sad event in this poem. It became a sickness, sort of a Disease of the psyche. Whereas still being a one digit number was a lot easier, not caring about what others say, playing with the imaginary friend and exploring in a tree house, but turning ten changes everything and there is no going back. To me he is addressing an audience who is willing to look back into their childhood. It is for people who want to remember their early years and who lived through the same urban American childhood as Collins did. He lets the audience close into the poem by using imagery which reminds the reader of their own childhood. Such as the blue bike, the tree house, wanting to be a wizard or pirate, these are all memories from many childhoods. Giving examples of all of the different magical and heroic figures that he wanted to be, this lets the reader connect because many of them have had the same dreams and beliefs as children. The final paragraph, billy wrote that his character has finally come to the acceptance that there is no going back to his childhood. It seems to make the reader reflect on the previous events in their early years. It seems to prove that you don’t truly know what you have until its gone, which shows sort of a mature ironic tone. I felt this way because no child thinks this way, only one who has experienced these events and has had time to reflect upon them can feel this way. A child never thinks his imagination will leave him or expect that his toys will become mementos of his early years. Collins seems to be trying to say with this poem that it is hard leaving the childhood behind and starting to mature. However since he was not turning ten years old as he was writing this poem, he would have to write it with a certain irony to it. It shows that even at any age it is possible to feel like having to leave the childhood behind, Or an aspect of life, because there is more responsibility to be taken.

Financial Analysis of Bahrain Mari. & Mer. Inter.Co Assignment

Financial Analysis of Bahrain Mari. & Mer. Inter.Co - Assignment Example Bahrain Mari. & Mer. Inter.Co Company Profile: Bahrain Mari & Mer Inter co. is also known as BMMI in Bahrain stock market. BMMI principal activities are whole selling and retailing of food, beverages and other consumable items. Company also provides services in shipping. BMMI's headquarter is located in the Kingdom of Bahrain, and with international operations spanning three continents, BMMI is a diversified retail and distribution, and contract services and supply group, supported by a world class integrated logistics capability. BMMI is one of the fastest growing companies in the list of the companies which are listed on the Bahrain Stock Exchange. BMMI has an annual turnover in excess of US$ 230 million. Company adopts a costumer focus business approach and follows the international standards and global best practices. BMMI Group now has a presence in seven countries across three continents of the world, and has staff comprising people of 30 different nationalities. BMMI operates core business area. The group has owns and operates a chain of Supermarkets in Bahrain, which enjoy a reputation for delivering fast and offering fresh, quality products. BMMI also provide the some other services like remote site and facilities management, contract supply, packed meals and beverage distribution. Financial Analysis of Bahrain Mari. & Mer. Inter.Co. Note: All Accounts' figures have been form BMMI financial statements of three years. Profitability Ratios Liquidity and leverage Ratios: Year 2011 2009 2008 Equity attributable to shareholders' to total assets (%) 78.02 77.27 64.59 Total liabilities to total Equity attributable to shareholders' (times) 0.28 0.29 0.54 Current ratio (times) 3.03 2.80 1.72 Quick ratio (time) 2.32 2.04 1.03 Financial performance: Note: All Accounts' figures have been form BMMI financial statements of three years. It is clear that the recent financial performance of BMMI Co has been good. Total sales revenues are strong at BD 84.8 million despi te a slight decrease compared to BD 87.2 million in 2009. However, According to financial statements of the company the net profit of BD 9.2 million was the fourth highest in the Group’s history, while shareholders’ funds increased to BD 48 million, up seven per cent over 2009. There are also several positive signs. BMMI Co. has not made losses in any of the last three years. There is an impressive increase in liquidity position, with cash and short-term deposits increasing to BD 12.9 million from BD 12 million in 2009. On the side the value of total assets also increased 5.9%. Financial Position: According to the financial statements of the company total operating profit is increased to BD 8.9 million from BD 8.7 million which is the indication of lower selling and distribution expenses. Total assets also increased from BD 57.8 million in 2009 to BD 61.2 million in 2010, due to increases in property, plant and equipment and trade receivables. Earning per share has als o increase .079 to .080. On the other side he underlying net profit and revenue strength of businesses must be highlighted, but this factor can not effect on the company's performance because company strongly capitalized, highly liquid, unleveraged and conservative towards investments. It is clear that with the presence of recessionary pressures from suppliers and customers BMMI has successfully increased its Gross profit margin to 26 per cent. It is the symbol that the company is focusing on primary functions in efficient manner. Investment portfolio can be seen in healthy position but on the other side some devaluation of investments and provision against losses can be seen in BMMI statements. According to BMMI's chairman this is due to the impairments against some losses and further improvement is expected in 2011 as markets continue to recover. Shareholder wealth: Shareholders’ funds increased to BD 48 million, up seven per cent over 2009. This clearly states that BMMI Co has been increasing the