Saturday, December 28, 2019

Analysis Of Mary Shelley s Frankenstein - 904 Words

Giving life to an inanimate or deceased body may sound like an old witch tale or plain nonsense. Through Victor Frankenstein’s struggle to create a â€Å"monster,† he revealed something deeper and through curiosity he pushed the limits too far to come back. Some limits are set for a reason, but still the temptation to take one more step remains. Mary Shelley gives the reader an inside look to pertinent and sublime human nature in the novel Frankenstein. Pages of this novel seem to overlap others throughout literatures history. One of the biggest and boldest allusions of this book is not even on a page of the book. The title of the novel is, Frankenstein, but the subtitle is Modern Prometheus. Greek God, Prometheus, has been said to have been the creator of the human race. While helping the humans to develop and learn, Prometheus taught the humans how to use a power that belonged strictly to the Gods. Fire was the power taught to the humans and with this teaching came a price for Prometheus to pay. Another Greek God by the name of Zeus did not approve of the creation of the human race or of the distribution of a Godly power. Zeus then tied Prometheus to a boulder and everyday an eagle would come and eat his liver while at night his liver would grow back. Prometheus had to pay for his creation for all eternity, it pecked and ate away at his innerself. The ultimate sacrifice may not have been death in Prometheus’s case but, it was his last sacrifice. Prometheus pushed his boundsShow MoreRelatedAnalysis Of Mary Shelley s Frankenstein1411 Words   |  6 PagesIn the early 1800s Mary Shelley set pen to a paper and started to develop a novel that little to her knowledge would become world renowned. In 1818 she finished and published the novel to sell to the European public. The novel caught the world off guard in the way that a female was able to write about such harsh, dark, and evil things in a European society whose authors like John Locke an d Charles Montesquieu preached enlightenment, self exploration, and individualism all in an optimistic enablingRead MoreAnalysis Of Mary Shelley s Frankenstein1615 Words   |  7 Pagesa whole and how accurate a depiction they might think it to be, they will miss out on many of the qualities of the painting that reside below the immediately apparent surface level. Mary Shelley’s Frankenstein is a text dedicated to expounding upon the dangers of such superficial analysis. In Frankenstein, Mary Shelley openly condemns the surface level and appearance oriented methodology under which the human mind operates. The very protagonist of the novel is inspired solely by reputation and howRead MoreAnalysis Of Mary Shelley s Frankenstein 1758 Words   |  8 PagesFrankenstein was published over 200 years ago. Ever since it was published, it has been one of the most famous books known to literature. History.com Staff states that this book, by 21-year-old Mary Wollstonecraft Shelley, is frequently called the world’s first science fiction novel (History.com Staff). According to Wikipedia, Shelley was an English novelist. She was born August 30th, 1797. She died on February 1st, 1951 (Wikipedia). Shelley came up with the idea of Frankenstein as she andRead MoreBiblical Analysis Of Mary Shelley s Frankenstein 1376 Words   |  6 PagesLiterature 16 November 2015 Biblical Analysis: Frankenstein Frankenstein by Mary Shelley often refers to the bible on a number of occasions. However, it is worth noting that many references used by Mary Shelley in Frankenstein can often be identified in Genesis. Much like Genesis, the story of Frankenstein is a viable creation story. The book of Genesis first explains the creation of man and woman, and also recounts the fall of humanity. Unlike Genesis, Frankenstein begins with the fall of humanityRead MoreAnalysis Of Mary Shelley s Frankenstein And Frankenstein1410 Words   |  6 Pagescompassion and sympathy through the love of a person whom cares very deeply about them. In Frankenstein by Mary Shelley, the three main characters Robert Walton, Victor Frankenstein and Frankenstein (The Monster) are shown throughout the story, longing and in search for a companion. Throughout the story, the characters struggle with the battle of wanting either sympathy or compassion from a person or both. Mary Shelley shows the true indication of Human Nature by showing the importance of sympathy andRead MoreAnalysis of Mary Shelley ´s Frankenstein991 Words   |  4 Pagesalive. If it can learn, eventually speak, or came about because of another, it’s a person. The Creature of Mary Shelley’s Frankenstein is no exception. Victor’s creation needs nourishment, education, and morals, which should be provided by it’s creator, it’s parent, just like any other child. The way that needs of an individual are met shapes the outcome of their life. In her novel, Shelley demonstrates this impact that parents have on their child’s life through the contrasting upbringing of VictorRead MoreAnalysis Of Mary Shelley s Frankenstein 1701 Words   |  7 Pages Frankenstein is a novel that is practically devoid of any female presence, yet author Mary Shelley pens a story that is lush with portrayals of feminine ideology. Throughout the course of this novel, the audience is introduced to three different female characters. The first is Elizabeth Lavenza— Victor Frankenstein’s wife. She is presented as a passive and weak woman who embodies the traditional role of women in the 19th century. Caroline Beaufort is present in the novel, but her role is limitedRead MoreAnalysis Of Mary Shelley s Frankenstein 1038 Words   |  5 PagesAlexi Torres English III Dr. W.W. Allman December 1, 2015 Frankenstein In Mary Shelley’s, Frankenstein, she shows that good people can turn evil, but are not born this way. Humans being rude and isolating someone can make a person go insane and do things they are not proud of. Shelley shows this through the creature that Frankenstein creates and gives examples showing his evilness, but also shows that the creature tries to explain many times that he wants a friend and cannot find one becauseRead MoreAnalysis Of Mary Shelley s Frankenstein 1088 Words   |  5 PagesCreature’s Argument In the novel, Frankenstein, by Mary Shelley, the Creature s only need is for a female companion, which he asks Victor Frankenstein his maker to create. Shelley shows the argument between the creature and Frankenstein. The creature says: I demand a creature of another sex, but as hideous as myself (Shelley 139). Shelley shows what the creature wants from Frankenstein and what his needs are. Shelley gives us an idea of the sympathy that Frankenstein might feel for the creature evenRead MoreAnalysis Of Mary Shelley s Frankenstein 843 Words   |  4 PagesThe Wretch Frankenstein is a novel written by English author Mary Shelley about a peculiar scientist named Victor Frankenstein. Victor, who is a scientist endeavoring to make history, engenders a monstrous but attentive creature in an eccentric scientific experiment. The monster that he engenders faces abnegation and fear from his creator and society. The monster is the worst kind of scientific experiment gone awry. The creature has compassion for society but additionally wants to take revenge on

Thursday, December 19, 2019

Scoliosis Is The Curvature Of The Spine, Forming An S Or A...

Scoliosis is the curvature of the spine, forming an s or a c-shape. It affects many people, including myself. Multiple Sclerosis is a â€Å"chronic degenerative disease of the central nervous system, in which the myelin that sheathes the nerves is somehow eaten away and scar tissue forms in its place, interrupting the nerves’ signals† (Mairs 261). If not treated properly, both conditions are degenerative. Both conditions do not have a cure, but they do have treatments that are not fully guaranteed to be the ultimate fix. One may wonder how a person with Scoliosis can relate to another with Multiple Sclerosis since they are completely different conditions. Although both Mairs and I suffer from different conditions, we faced similar obstacles that our condition caused. Being pitied based on a condition is a burden to those that are close, such as family and friends. When Mairs’s family helped Mairs with the chores and tried to make her feel as comfortable as a no rmal person, Mairs began to be skeptical that â€Å"they were faking. Tugging at the fringes of [her] consciousness always is the terror that people are kind to [her] only because [she is] a cripple† (Mairs 265). She also added that she â€Å"always suspected them of...professing fondness while silently putting up with [her] because of the way [that she was]. A cripple, [she has] been a little cracked ever since† (Mairs 266). Sometimes I wondered if my relatives and friends pitied me for having Scoliosis. My friends and relativesShow MoreRelatedI Am A University At Grove City High School5627 Words   |  23 Pagesimproving the patient’s standard of living (Bosworth, 2010). Physical therapy is used to keep muscles active and to prevent the painful locking of a joint (â€Å"Muscular Dystrophy.†, 2007). Surgery may be used to combat side effects of weakened muscle, like scoliosis; occupational therapy can help the patient and his family to devise a new life style; and proper nutrition is a key element to maintaining general well-being (â€Å"Muscular Dystrophy.†, 2007). Over time, as the muscles progressively weaken, cardiac andRead MoreEssay about Provide Body Massage5706 Words   |  23 Pagesalso a license for the premises. Your premises can be inspected by environmental health to make sure standard are met. You must Have client consultation cards, Adhere to the Code of ethics, and have suitable lighting, heating and ventilation. c. Why is it important to not discriminate against clients with illnesses and disabilities? As a provider you have a legal responsibility to ensure clients are not discriminated against on the ground’s of disability. You cannot provide a lesser standard

Wednesday, December 11, 2019

Talpac free essay sample

In no event will Runge Limited be liable for direct, indirect, special, incidental or consequential damages arising out of the use or inability to use the software or documentation. Runge Limited has a policy of continual improvement to all products and documentation. The information in any documentation is subject to change without notice. Talpac Tutorial Metric, Talpac 10 Release  ©Copyright Runge Limited A. C. N. 010 672 321 Brisbane, Australia, 2007-2008 All Rights Reserved XPAC ®, Autoscheduler ®, TALPAC ®, XERAS ® and DragSim ® are US registered trademarks of Runge Limited and/or associated companies. Formula One and First Impression are registered trademarks of ReportingEngines, a division of Actuate Corporation. Windows 95, Windows 98, Windows NT, Windows 2000, Windows XP, Microsoft Excel, Microsoft Access and DAO are registered trademarks of Microsoft Corporation in the USA and other countries. For further information or additional copies of this documentation contact: Runge Limited G. P. O. Box 2774 Brisbane, Qld 4001 Australia. Ph: Australia (07) 3100 7200 International (+617) 3100 7200 Fax No. (07) 3100 7297 E-mail: [emailprotected] com. au Internet: http://www. runge. com V21052008 Runge Limited 2005 – 2008 Tutorial 3 Tutorial Metric Table of Contents 1. 2. 2. 1. About This Tutorial 6    Background to Worked This tutorial has been written so that users learn how to use TALPAC. The intention is that by following the series of workshops set out in this booklet, you will be able to use TALPAC, and have an appreciation as to the functionality of the program. Each of the workshops sets out a number of key TALPAC concepts, what actually needs to be completed for each workshop and what the results should be at various points. As well, there are questions that should be answered for each workshop. Some of these questions are qualitative, so no numerical answer has been provided. The phrases listed as concepts in each workshop can all be found in the on-line help. In the answers chapter of this booklet there are some answers to specific questions, and screen captures at certain points of the process which will enable you to check your progress. Often these screen captures contain the numeric answer. This tutorial does not cover every feature of TALPAC. However upon completion of this tutorial the user will have the skills required to successfully use TALPAC, and to self-learn the TALPAC facilities not covered here. Firstly it is recommended that you read through an entire workshop before starting it. TALPAC may be used to analyse the performance of existing fleets of equipment or to investigate the application of new equipment fleets in earthmoving and mining operations. In either case, the performance of a single fleet may be examined, or a comparison made of two or more different fleets. Typical TALPAC applications are listed below. Calculation of truck travel time to allow a comparative analysis of haul route alternatives. Estimation of fleet productivities for use in long and short term planning studies. Estimation and comparison of productivities using various loading methodologies to determine the optimum loading technique or loading unit bucket size. Sensitivity analysis in road design criteria to assess the relative importance of road maintenance. Calculation of tyre TKPH or TMPH ratings for use in tyre selection. Estimation of fuel usage. Determination (using discounted cash flow methods) of haulage contract costs and pricing. Truck fleet size optimisation to quantify the effect of over and under trucking. Incremental analyses, in which simulations can be automatically run for a range of haulage segment lengths and the results used to generate productivity curves. Equipment loading analysis to optimise loader bucket size, truck capacity and number of passes. Collation of results from calculations to examine the relationship between variables in the calculation, eg. haul distance versus productivity, haul distance versus truck fleet size. 6 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. Background to Worked Example A contractor has been invited to submit a tender for the removal of waste from an open-cut mine, at 2. million BCM per year. The contractor utilises the following equipment: Caterpillar 992G Front End Loaders (13. 68 tonne payload); and Komatsu HD785-5 Rear Dump Trucks (99. 0 tonne payload). In bidding for the waste removal contract, the contractor must determine how many trucks and loaders are required to meet the production target and the cost of product ion. The contractor is also unsure whether to continue with the same equipment or upgrade to larger equipment. In the workshops of this tutorial we will configure the required TALPAC components so that this analysis can be undertaken.  © Runge Limited 2005 – 2008 Tutorial 7 Tutorial Metric 2. 1. Talpac Overview Key Concepts: Project, Haulage System, Template Technical Description This workshop is to generally discuss how TALPAC works and what the key areas of data input and out put are. The figure below shows how a Haulage System is made up of the unique combination of nominated templates. The templates are where the data is held for the Material, Roster, Loader, Truck and Haul Cycle. So, if you change data in one of the templates, then really you are simulating a different haulage system. In this way many Haul Systems can be stored in the one project. MATERIAL TYPES SHIFT ROSTERS HAULAGE SYSTEMS LOADER TEMPLATES TRUCK TEMPLATES HAUL CYCLES Figure 1 TALPAC Data Structure To set up a haulage system for the waste contract project, you will need to create a new haulage system, in a new TALPAC project. Initially we need to learn how to work with the templates. In later workshops we will begin entering data into these templates. 8 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Tasks Start up TALPAC. Do this via Start gt; Programs gt; Runge Software gt; TALPAC or by double clicking on the TALPAC icon on your desktop. In the opening dialogue click on the Create a New Project radio button and then click on the OK button. In the Create a New Project screen choose to Create An Empty Project and OK.  © Runge Limited 2005 – 2008 Tutorial 9 Tutorial Metric In the file name box type: Waste Haulage Tutorial and open the file in your working directory. The Project Options dialogue box will then be opened. It is important to enter report titles for your TALPAC project. These titles are entered in the Print Titles tab and appear on all TALPAC output. Normally you would enter appropriate project titles, in this instance please enter the following: In this way you will be able to see what titles are user definable in TALPAC, and which titles are fixed format. Talpac can operate and report using either Imperial or Metric Units. This option is usually set during installation, but it worth checking that the correct option is set before proceeding with the rest of this Tutorial. Select View gt; Customise Talpac†¦ (Affects all Projects) Check that Metric Units is selected. 10 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Note Note This setting is Program, not Project specific. It will affect all Projects, not just the currently open Project. Changing the Menu Language may require Talpac to be restarted. Identify the five components of the haulage system. In the following workshops you will learn how to set up each of these components to represent a haulage situation. Open the AllParameters sheet and it will show: Technical, Stochastic and Costing information for the loader and truck; Roster and Material information; Cash flow options; and Loading options and Bucket construction options.  © Runge Limited 2005 – 2008 Tutorial 11 Tutorial Metric Open the Loading Analysis sheet and you will get information on material, truck and loader. 12 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric From the Main screen the material, roster, loader and truck templates may be edited. First click with the left mouse on one of the list boxes to get a selection list. To edit one of the templates click on the relevant Edit button. After editing you can either click on OK to save or Cancel to return to the Main screen. Note Note Make sure you understand the difference between adding a new template to a list, and editing an existing template. Click on the Edit Haul Cycle button to open the Haul Cycle window. First, left mouse click on the Haul Cycle button to get a selection list of haul cycles in this project. Then click on any segment of the haul cycle and use either the cursor keys or the mouse to move around the haul cycle. Then right click and you can add, edit or delete segments from the haul cycle. Note the automatic segments. Close the Haul Cycle window. Click in the Haulage System drop down box so that Haulage System-1 is highlighted. Right click with the mouse on the highlighted name and choose Edit. Rename the haulage system to Basic Waste Contract. Now click on the lower portion of the screen so that the haulage system name is no longer highlighted, and then press the Save button on the toolbar. Runge Limited 2005 – 2008 Tutorial 13 Tutorial Metric Questions 1. What is in a TP7 file? 2. What are the 5 components of a haulage system? 3. What is a TALPAC project? 4. Why would you want to print out the ALL PARAMETERS sheet? 5. What are the options available on the right click of the mouse when a template name is highlighted? 6. What types of Haul Segments can be used? 7. Wh at is the difference between adding to a template list, and editing a template? 14 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. 2. The Material Type Key Concepts: Density, Swell, Fill Factor, Production Measurement Technical Description In this workshop, the characteristics of the material being hauled by the contractor will be entered into a template. The characteristics of the waste are described below. The productivity results are to be reported by volume rather than weight. Since we are working in metric units, this will mean that productivities are expressed as bcm/op. hour, bcm/shift and bcm/year. The insitu bank density is the density of the material while it is in the ground. This parameter is used to convert an insitu bank volume to its equivalent weight, and vice versa. The material swell factors are used to convert bank volumes to loose volumes in the loader bucket and the truck tray. Note that both swell factors are based on insitu volume. The loader bucket fill factor is dependent on both the material type and the class of loader. It is the ratio of the loose volume of the material in the loader bucket to the volumetric rated capacity of the loader bucket. The volumetric rated capacity of the loader bucket may be expressed on either a struck or heaped basis. Similarly, the loader bucket fill factor may be expressed on a struck or a heaped basis. The fill factor is selected from a scale in the material template. Tasks Create a new material template for the waste that the contractor is to haul. Click in the Material Template drop down box and then either right mouse click and choose Add off the menu or click on the Add button on the toolbar. Call the new template â€Å"Tutorial Waste†. The waste has an insitu bank density of 2. 2 tonnes/bcm. The swell factors for the waste the contractor is to move are as follows: Swell Factor Bank to Loader Bucket Swell Factor Bank to Truck Tray 1. 20 1. 25 For the contractors loader mining waste, set the loader bucket fill factor to average. This should equate to a factor of 0. 72 on a heaped basis (0. 88 on a struck basis) for a Front End Loader.  © Runge Limited 2005 – 2008 Tutorial 15 Tutorial Metric Questions 1. What is the Loose Density in the loader bucket? 2. How would you use your own site specific fill factors? 3. What else will affect the filling of the bucket 16 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. 3. The Shift Roster Key Concepts: Roster, Delay, Scheduled, Unscheduled, Operating, Non-Operating Technical Description Working and operating hours for the loader and trucks are defined in the shift roster. The weekly shift pattern is specified, and then lost shifts per year and delays within each shift are allocated. These lost shifts and delays are divided into the following categories. Scheduled lost shifts; Unscheduled lost shifts; Non-operating shift delays; and Operating shift delays; The choice of category for a delay depends on mine site work practices. By definition, scheduled delays are those that may be fixed in time, eg. the public holiday on 25th December. Unscheduled delays are delays that you expect, but dont know exactly when they will occur, for example clean-up around the loader area and delays due to wet weather. Operating delays are those delays when the equipments engine is running. Conversely, non-operating delays are those delays when the equipments engine is not running. Tasks Set-up a roster template for the shift roster described below. Call it Tutorial Roster. The contractor operates on two shifts per day, from Monday to Friday. In addition, there is one over-time shift on Saturdays. The only rostered days of the year that are not worked are Christmas Day and Good Friday. The contractor annually allows for ten shifts lost due to industrial action and ten shifts lost as a result of wet weather. Each shift is ten hours long. The following delays occur within each shift: Crib (meal) break Delays either side of crib Delay at start of shift Delay at end of shift Delays for blasting Clean-up around loader 30 minutes 2 x 5 minutes 5 minutes 5 minutes 5 minutes 15 minutes operating operating non-operating operating non-operating operating Refuelling is carried out outside normal production hours.  © Runge Limited 2005 – 2008 Tutorial 17 Tutorial Metric Questions 1. What are the total annual working hours for the loader? 2. What are the total fleet operating shifts for the year? 18 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. 4. Selecting a Loader Key Concepts: Loader database, Distribution, Loader methodology Technical Description The contractor wants to use Caterpillar 992G front end loaders. The characteristics of the loader have been determined from historical data. We need to use this data to correctly define how the loader is to be simulated. Tasks Right click on the list of loaders and choose Add. You will now be looking at the loaders section of the equipment database. Choose Caterpillar from the Manufacturer drop down list. Scroll down through the list of loaders until you find the 992G. Click on the Select button. You will now be back in the loader template. Call this template Contract Cat 992G. The contractors 992 loaders have an expected mechanical availability of 90% and the Bucket Cycle Time takes 35 seconds. Change the Bucket Cycle Time in seconds and the minutes will calculate automatically and vice versa.  © Runge Limited 2005 – 2008 Tutorial 19 Tutorial Metric Click on the Bucket Selection button. The buckets available for the 992 are shown in the drop down list. Examine all the options available, click on the Auto Select button and see what effect it has. When you have finished click on the Restore Defaults button and then click on OK. Click on the Costing Data tab. The capital cost to the contractor of a 992G loader is $1,200,000. The contractor bases its cash flow on a 10% salvage value at the end of the loader life of 25,000 hours or 5 years (whichever occurs first). The loaders are depreciated at a rate of 15% on a straight line basis. The operating cost consists of the following components: Operating Labour Maintenance Labour Lube Tyre Replacement Wear Items Repair Parts Major Overhaul Liquid Fuels $54. 76/op. hr $19. 52/op. hr $3. 79/op. hr $11. 01/op. hr $6. 00/op. hr $45. 00/op. hr $18. 00/op. hr $25. 26/op. hr 20 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Click on the Distribution Data tab, examine the options available but do not change anything. Click on OK when you are finished. Questions 1. What is the total operating cost per hour? 2. Why can the template name be different to the database equipment name? 3. What does the default bucket payload represent?  © Runge Limited 2005 – 2008 Tutorial 21 Tutorial Metric 2. 5. Selecting a Truck Key Concepts: Truck Database, Local Characteristics Technical Description Characteristics of the haul trucks in the fleet are stored in the truck template, which is structured in a similar way to the loader template. Our example contractor uses Komatsu HD785-5 rear dump trucks. The characteristics of the trucks are described below. Tasks Right click on the list of Truck Type 1 and choose Add. You will now be looking at the trucks section of the equipment database. Choose Komatsu from the Manufacturer drop down list. Scroll down through the list of trucks until you find the HD785-5. Click on the Select button. You will now be back at the truck template. Call this template Contract 785-5. The contractors trucks are equipped with standard motors and are designed to carry the manufacturers rated payload. The Komatsu HD785-5 trucks have an availability of 85%. 22 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Operational studies show a spot time at the loader is 24 seconds, dump spot time is 20 seconds and a dump time of 30 seconds. Note: Changing the seconds will mean the minutes are updated automatically and vice versa. Click on the Costing Data tab. The truck capital cost is $850,000. A 10% salvage value at the end of the truck life of 30,000 hours or 6 years is assumed. The trucks depreciate at 25% on a straight-line basis. The operating cost consists of the following components: Operating Labour Maintenance Labour Lube Tyre Replacement Wear Items Repair Parts Major Overhaul Liquid Fuels $46. 37/op. hr $18. 24/op. hr $2. 59/op. hr $10. 91/op. hr $4. 30/op. hr $24. 08/op. hr $10. 75/op. hr $17. 24/op. hr  © Runge Limited 2005 – 2008 Tutorial 23 Tutorial Metric Click on the Distribution Data tab, examine the options available but do not change anything. Click on OK when you are finished. Set the number of trucks to Auto (not Auto-Max:1), so that TALPAC estimates the number of trucks required to keep the loader busy as follows: Estimated Fleet Size = Truck Cycle Time for Nominal Payload Truck Spot Time ? ? Nominal Truck ? ? ? Loading Time + ? at Loader ? ? Questions 1. What is the total operating cost per hour for the truck? 2. When would you use the different truck types in the same simulation? 24 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. 6. Setting up a Haul Cycle Key Concepts: Segment, Rolling Resistance, Speed Restrictions, Forward and Reverse Segments Technical Description To perform a simulation, TALPAC needs data regarding the haul route. This workshop describes how this data can be converted into to a format required. The loading segments are automatically included at the start of each new haul cycle. Tasks Click on the Edit Haul Cycle button to open the Haul Cycle window. The drawing at the end of the workshop shows a typical haul profile on which the waste contract is based. Conditions to be expected in the mine are listed below: within 50 metres of the shovel and dump point, the truck speed is restricted to 30 km/hr; around corners, trucks should not exceed 30 km/hr; and when traveling down ramps, trucks must not exceed 40 km/hr. Change the name of Haul Cycle 1 to Base Haul Route. Add a new haul segment by clicking row 4 of the haul cycle and then either click on the Add button on the toolbar or by using the right mouse menu. Call the new haul segment Around Loader, the distance will be 50. 0 metres, the maximum speed is 30 km/h and all of the other factors will use the default values. The haul profile should be divided into the appropriate number of segments. The segments may be of any length, but should have a constant grade, rolling resistance and load. Dont forget to include loading, dumping and fixed time segments in the haul cycle and take into account the speed restrictions. Rolling resistance is expressed as a percentage of the component of the gross vehicle weight that is normal to the ground surface. For guidance on rolling resistance values to use, access the table from the rolling resistance column, right mouse click on one of the cells in the Rolling Resistance column and choose Select. We will be using the average conditions for this tutorial, so click in the average column of the row in the table that best describes the current haul segment.  © Runge Limited 2005 – 2008 Tutorial 25 Tutorial Metric When you have added all of the haul segments needed, add the dumping segments. As the haul route for the return journey is the same it is possible to use the Reverse all segments option. Reverse all of the segments. 26 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Questions 1. When is a new segment required? 2. How many segments are required? 3. What other methods are available for constructing a haul route in TALPAC? 4. What is the benefit of using real names for segment titles? 5. What is the relationship between final and maximum speeds for segments? 200m Corner T of Pit Ramp op = 300 Rl @10 % 400m T of Benc h op = 270 Rl Pit Floor = 260 Rl 00m @0% 100m Corner 200m @10% = gt; Haul Route F i gu re 2 Ha u l C ycle  © Runge Limited 2005 – 2008 Tutorial 50 m 0m 15 Base of Dump R amp = 300 Rl 5 0m m 50 Dump = 320 Rl 27 Tutorial Metric 2. 7. Production Analysis Key Concepts: Calculation Type, Full Simulation, Stochastic, Excavation Target Technical Description Once the haulage system has been defined it is ready to be analysed. In asse ssing the productive capacity of the system you have the choice of using the quick estimate or the full simulation. The other types of calculations will be discussed later. Quick estimate assumes there is no variability in the truck and loader parameters, and a deterministic analysis is performed. Full simulation takes the variability of truck and loader parameters into account using a stochastic analysis. Parameters that may be varied in the full simulation include loader bucket cycle time, loader bucket payload, truck travel time, truck dumping time and truck availability. The Excavation Target feature allows the user to specify a production target. When an excavation target is specified the Production Summary Report lists how many days/years that it would take to move the specified excavation target. The value for the target is independent on the measurement basis chosen in the material template. Tasks Clicking on the Type of Calculation list box may access Quick Estimate. Select Quick Estimate and either press the F9 key or click on the Calculate button. Similarly, selecting Full Simulation from the Type of Calculation list box and by using the F10 key or to click on the Calculate Results button to access Full Simulation. View the simulation results for each option and compare the differences. View the haul cycle details, the tyres and fuel consumption, and the cash flow screens. View the defined travel time graphs to identify the key segments of the haul cycle. Enter a Excavation Target of 2,500,000 bcm, run a Full Simulation and then view the results at the bottom of the Production Summary Report. Questions 1. Why is it useful to have different calculation types? 2. What is the vertical height difference that the load is being elevated through? 3. Why can you get different results for successive runs? 4. How long does it take to reach the production target? 28 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. 8. Incremental Analysis and Results Tables Key Concepts: Incremental Analysis, Results Tables Technical Description The haul profile used so far is representative of haul routes at the mid-life of the waste contract. In the early years the pit is shallower and in the later years it is deeper. The change in RL and the length of the ramp out of the pit vary as follows: Year 1 2 3 4 5 Length of Pit Ramp 200 metres 300 metres 400 metres 500 metres 600 metres The distance and elevation from the surface to the top of the waste dump do not change. In planning we need to understand how the productivity requirements change for the life of the contract. Also we are interested in seeing the results tabulated in a different format to the standard results. Tasks Based on this information, determine the productivity of the fleet for each year of the contract. Choose the Incremental Analysis button. In the Incremental Analysis window choose the Add button. In the Incremental Item Selection window choose Haul Segment Distance from the Item dropdown list. Choose Pit Ramp segment from the Forward Segment dropdown list. Choose 15: Pit Ramp (rev. ) from the Reverse Segment dropdown list. Set the First Value to 200 metres, the Last Value to 600 metres and the Step Value to 100 metres. Click on OK.  © Runge Limited 2005 – 2008 Tutorial 29 Tutorial Metric If the Incremental Analysis window looks like this, then click on Calculate. 30 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Examine the information displayed in the Results Table. Note: That the column headed Row 7: Distance: TT1 represents the Pit Ramp length. Try creating your own report by clicking on the Report button and then choosing fields from the left-hand pane. Produce a graph of the ramp length versus the fleet productivity. Highlight the cells in the Results Table you wish to Graph and then chose Graph Selected Runs from the right-click menu. Runge Limited 2005 – 2008 Tutorial 31 Tutorial Metric From the X dropdown list choose Row 7: Distance: TT1 and choose Fleet Production Per Operating Hr from the Y dropdown list. Try choosing Fleet Production Per Operating Hr from the Z dropdown list. What happens if you tick the Group by checkbox? Right mouse click on the graph and choose Chart Designer from the menu. Try changing the chart type to a bar graph. Examine the options available and see what effect it has on your graph. 32 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Questions 1. What is the key information? 2. How many variables are available for inclusion in the results table? 3. When should you consider purchasing another truck?  © Runge Limited 2005 – 2008 Tutorial 33 Tutorial Metric 2. 9. Fleet Size Optimisation Key Concepts: Optimisation Analaysis, Marginal Economics Technical Description The optimum number of trucks in a fleet is a balance between productivity and cost. The fleet size optimisation carries out a series of production analyses for a range of truck fleet sizes. The results are summarised in a table displaying the fleet size, the fleet production and the discounted average cost. The results can also be displayed on a graph. The optimum fleet size is that with the lowest unit cost of production. The optimum fleet size will not necessarily have the highest production or provide the required output. Tasks Create a copy of the Base Waste Contract haulage, hit the F2 key and rename it Workshop Fleet Size. Make a copy of the base haul cycle, and call it Workshop Haul. In Workshop Haul, change the pit ramp distance to 2,000 m. Remember to change both the forward and reverse segments of the pit ramp. Configure the rest of this haul system to have the same loader, truck, material and roster templates. Make sure you save this haul system after you have selected the appropriate items. Do a Full Simulation and note the number of trucks. Now determine the optimum number of trucks for the contractors fleet. Choose the Optimisation button. Choose the Fleet Size radio button and then click on OK. Plot a graph of the Fleet size versus the marginal cost. Compare the optimum with the truck match determined in the full simulation in the previously in this workshop. 34 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Export the Results Table by going to File gt; Export, click on the Browse button and choose a name and location for the file. Make sure the Excel File (. XLS) radio button is chosen and then click on OK. Open up your results file in Excel and examine the data. Questions 1. What is the marginal cost of assigning one more truck than the optimum? 2. Why are the marginal economics important, and not just the average cost? 3. What is the optimum fleet size?  © Runge Limited 2005 – 2008 Tutorial 35 Tutorial Metric 2. 10. Key Concepts: Fleet Comparison Haulage Systems Technical Description The contractor wishes to investigate the cost benefits of moving to larger equipment for the waste removal contract. A new haulage system is going to be configured for the larger equipment. New truck and loader templates will be created. Tasks Add a new Haulage System, called Workshop Comparison. This will have the Tutorial roster, the tutorial waste, and the Base Haul Route from the Basic Waste Contract haulage system. Create a new template for both the truck and loader, the details of the larger equipment items in which the contractor is interested are as follows: Item Name Type Capacity Availability Capital Salvage Value Life in Years Life in Hours Depreciation type Depreciation Rate Total Operating Cost Shovel Komatsu-Demag H 285 S Hydraulic Shovel 16. cu. m heaped 90% $2,000,000 10% 8 35000 Straight line 15% $222. 73 Truck Dresser 510E Rear Dump Trucks 136. 14 tonne payload 85% $1,300,000 10% 8 35000 Straight line 25% $163. 50 With this equipment each bucket cycle takes 30 seconds. Also for the trucks the spot time at the loader is 30 seconds. The spot time at dump is 30 seconds and the dump t ime is 30 seconds. Use the Total Operating Cost checkbox to enter the operating cost 36 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Compare the discounted average cost for the equipment fleet above with the equipment fleet used in the previous workshop. In determining the discounted average cost, use the optimum truck fleet size for each option. Questions 1. Which equipment fleet would you recommend the contractor purchase? 2. What factors affect this decision?  © Runge Limited 2005 – 2008 Tutorial 37 Tutorial Metric 2. 11. Key Concepts: The Equipment Database User Defined Equipment Technical Description The equipment database contains a large range of trucks and loaders used in surface mining operations. The data supplied in the equipment database represents standard equipment and has been verified by the appropriate manufacturer. For equipment that is not in the database or that has been modified, the user is able to set-up their own equipment items. Tasks Access the equipment database from either View gt; Equipment Database or the Equipment Database button on the toolbar. Use the Type, Manufacturer and Class drop down lists to view a truck and a loader to see the data that is stored in the database for each equipment type. Create a user defined equipment item by copying a standard item of equipment to a new name. To copy an item from the standard database to a user database go to Edit gt; Copy Equipment. Rename your copy of the Komatsu HD785-5 to My Mines 785-5. Question 1. What role would User Defined equipment have at your operation? 38 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. 12. Key Concepts: Importing a Haul Cycle Importing a Haul Cycle from a Text File Technical Description In a previous workshop we have created a haul cycle by manually typing in the required details for each segment. In TALPAC you can also import this data directly from a text file. In turn this text file can be automatically generated in another system, such as a design package or a fleet monitoring / dispatch system. The text file import facility in TALPAC can be quite sophisticated, and in this workshop only a small portion of the functionality will be used. For more advanced requirements please refer to the help documentation, or contact Runge. Tasks In the Talpac \Tutorials directory there is a flat text file called â€Å"Test XYZ Space. txt†. Open this file with a text editor and inspect the layout. This file represents the co-ordinates of a haul route. Close the file after inspection. In TALPAC add a new Haul System called â€Å"Workshop Import†. Go to File gt; Import Haul Cycles from a Text File. Click on the Add button and create a new template called Tutorial. Click on the Browse button and find the file Test XYZ Space. txt. Select Space as the Field Delimiter Characters. Leave the First Import Line as 1, and also leave the Comment Character as ! Now click twice on the Next Line button, so that line 3 of the file is shown in the viewer. Set the Import Data Type radio button to X,Y,Z co-ordinates. Enter appropriate field numbers for the entities. That is: X coord Y coord Z coord 2 3 4. All other fields should have a 0 value. This means that you will be accepting the defaults shown for those fields. When complete, select the Reverse all segments setting load to â€Å"Empty† check box, and then click on OK.  © Runge Limited 2005 – 2008 Tutorial 39 Tutorial Metric Inspect the results in TALPAC. Check that the haul cycle Import Test Haul 1 has been imported. Questions 1. Why is the new haul cycle called â€Å"Import Test Haul 1†? 2. How can this feature be used in your situation? 3. How else can the import facility be used? 40 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric 2. 13. Key Concepts: Talpac Options Project Options, Customising TALPAC, Project Management, Feedback, Project Properties Technical Description There are many variables and Options used in TALPAC that are not contained within any of the templates that we have looked at so far. As well there are a number of ways of customising TALPAC and other features of which you should be aware. Tasks Go to File gt; Data File Management†¦. View the information available, click on View the list of Templates and examine the options available. From the toolbar, select Help gt; About Talpac†¦ and select the Send a suggestion link to automatically generate an email for Runge’s support desk with a feedback form included as an attachment. These following items are stored in the View pull-down menu. The main items are: In Project Options there are the following: Travel Options; Loading options; Cost Data options; and Bucket Construction Ratings; In Customise TALPAC the items available are: General Options, Distribution Defaults, Set Colours and Currency Options In Project Management you can see all of the created Haulage systems in this project, create new haulage systems, and run simulations on all of the haul systems. Questions 1. When should you change the options settings? . How can you tell the location of the current user database? 3. How can the project manager interact with mine planning?  © Runge Limited 2005 – 2008 Tutorial 41 Tutorial Metric 2. 14. Calibrating Talpac 2. 14. 1. Why Calibrate? Talpac is a proven tool for conducting Haul Simulation using the numerous input parameters that impact Truck and Loader fleet performance. Variations in material characteristics, operating conditions, equipment modifications and mine operating procedures can all have an impact on fleet performance. Calibrating Talpac to match actual productivities ensures that the results from the simulations reflect the individual conditions of your operating environment, allowing you to calculate and report with confidence in the results. How to Calibrate 1. Open your Project in Talpac and verify that the correct Haul Cycle, Loading Unit and Truck Types are selected. 2. Click on the All Parameters button in the Talpac Data Entry screen and print out the list of parameters. This print-out lists all of the data being used in your Talpac project whether default values or data that you have entered. . Gather performance data from your mine site for the key parameters. Possible sources of data include: Truck and Loader on-board performance monitors Mine fleet dispatch and monitoring systems Manufacturer supplied specifications for the equipment at your site Pit and dump plans showing elevations along the haul route Time and Motion field studies Production records e. g. truck counts, belt weighto meters, surveyed volumes. 4. Run some test simulations and compare the results to real-world performance data from your site. Ideally the performance data will be for a whole shift for a particular haulage system (otherwise a few repetitive timings of a particular haulage system can be used). Adjust the model as necessary to ensure that the Talpac results are in line with actual performance data. Some of the common adjustments that you might make are: User Equipment If equipment specifications are significantly different to the data in the Talpac database, create User Equipment in Talpac with the actual specifications and performance curves. Truck Travel Time Compare measured travel times segment by segment with those in the Haul Cycle Report Vary the rolling resistances in the Haul Cycle Vary the Travel Time Correction Factor Truck Cycle Time Set calculation mode to Quick Estimate (rather than Full Simulation) to eliminate variability in parameters during calibration Check Truck queuing and loading time (and number of Trucks) Check Truck spotting time and First Bucket Pass Delay 42 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric Truck Productivity Vary the non-operating shift delays and operating shift delays (Roster Template) to achieve the actual working hours Set Truck Availability to 100% for the calibration exercise Loader Productivity Ensure that the Number of Passes to Fill Truck reflect actual data 5. Re-calibrate at frequent intervals. Points to consider Here are a few points to consider when gathering the calibration data for your site: Material Characteristics What is the In Situ Bulk Density and how is it measured? What swell factors are included in the data In Situ into the Bucket; In Situ into the Truck? How well does the Loader dig? What is the Bucket Fill Factor? Seasonal variations in Material characteristics (e. g. Wet Weather, Snow) Is there carryback of sticky material in the empty Trucks? Working Roster What are the site values for Hours/Shifts/Day for each day of the week? What are the site values for lost days per year (e. g. Weather, Industrial, Public Holidays)? Are there Delays that do not occur every shift (e. g. Blasting, equipment relocation, power outages)? What is the average operating time per shift (operator in the equipment, equipment in operating condition)? What are the average operating delays per shift (e. g. Loader waiting for dozer clean-up, moving large rocks)? Equipment Physicals What equipment models are being used on the calibration haul? Do they differ from the Manufacturers Handbook Specifications, and if so, what are the revised specifications (and the performance curves, if relevant)? Note: Changing tyre size or engine power or gear ratio requires a revised set of truck performance curves. Was all equipment purchased at the same time (differences in Operating life will result in variations in performance)? Has the equipment been maintained in accordance with the Manufacturers recommended Maintenance Schedule (poorly maintained Trucks may not perform in accordance with the Manufacturers performance curves)?  © Runge Limited 2005 – 2008 Tutorial 43 Tutorial Metric Haul Route What are the segment distances and grades? What operating conditions may affect equipment performance? Do seasonal variations affect the Haul Route and Truck performance (e. g. Wet Weather, Fog, Snow, Dust Storms)? What speed restrictions apply (e. g. for safety, tyre heating management)? What is the productivity of the Truck drivers? Real World Performance Data Truck Actual Haul Profile and Speed Limits Best estimate of rolling resistance for each haul segment Actual number of Trucks assigned to the Loader Actual Truck travel times (empty loaded) for each segment of the actual profile, including Truck loading, spotting, dumping and queuing times Actual Truck payload and empty Truck weight Loader Loading regime (single sided or double sided) Actual number of Loader passes to fill Truck Actual time waiting for Trucks First pass bucket delay Fleet Actual number of working hours per shift Actual probability distributions for Truck travel time, Truck dumping time, Truck availability, bucket payload and bucket cycle time Representative Real World Performance Data Fleet performance on a particular haulage system can vary over time due to several factors, including: weather conditions diggability at the loader face (blast performance) haul road conditions Truck driver performance Loader operator performance condition of the equipment traffic density (night shift versus day shift) the number of Trucks assigned to the Loader. Most users build one Talpac model for their site, so real world performance data (for calibrating Talpac) is ideally representative of the long term averages of the variables mentioned above. 44 Tutorial  © Runge Limited 2005 – 2008 Tutorial Metric  © Runge Limited 2005 – 2008 Tutorial 45 Tutorial Metric 3. Answers WORKSHOP 1: TALPAC Overview 1. What is in a TP7 file? The TP7 file is the data file stored in your working directory that contains all of the data and settings for the current project. 2. What are the 5 components of a haulage system? Material, Roster, Loader, Truck and Haul Cycle. 3. What is a TALPAC project? A TALPAC project is the collection of saved Haulage Systems that are in the same TP7 file. 4. Why would you want to print out the ALL PARAMETERS sheet? For reference and auditing. For example it is useful to print this file to have as a backup of the important TALPAC configuration settings. This is haulage system specific. 5. What are the options available on the right click of the mouse when a template name is highlighted? 6. What types of Haul Segments can be used? 7. What is the difference between adding to a template list, and editing a template? Editing a template overwrites the data that already existed in the template. Adding a new template to the list means that a new template is created, and so all the original templates still remain. 46 Answers  © Runge Limited 2005 – 2008 Tutorial Metric WORKSHOP 2: THE MATERIAL TYPE 1. What is the Loose Density in the loader bucket? 1. 83 t/m3 (See the figure below) 2. How would you use your own site specific fill factors? Change the Global variables table. 3. What else will affect the filling of the bucket? Fragmentation, operator experience, weather conditions, visibility, bucket geometry.  © Runge Limited 2005 – 2008 Answers 47 Tutorial Metric WORKSHOP 3: THE SHIFT ROSTER 1. What are the total annual working hours for the loader? 4099 (See the figure below) 2. What are the total fleet operating shifts for the year? 464 (See the figure below) 48 Answers  © Runge Limited 2005 – 2008 Tutorial Metric WORKSHOP 4: SELECTING A LOADER 1. What is the total Operating cost per hour? The total operating cost for each loader is $183. 34/operating hour. 2. Why can the template name be different to the database equipment name? You may want to model variations of the same basic equipment. 3. What does the default bucket payload represent? The amount of material that is actually in the bucket, not the bucket capacity.  © Runge Limited 2005 – 2008 Answers 49 Tutorial Metric WORKSHOP 5: SELECTING A TRUCK 1. What is the total operating cost per hour for the truck? The total operating cost for each truck is $134. 48/operating hour. 2. When would you use the different truck types in the same simulation? If you were simulating a fleet that had more than one type of truck. 50 Answers  © Runge Limited 2005 – 2008 Tutorial Metric WORKSHOP 6: SETTING-UP A HAUL CYCLE 1. When is a new segment required? Whenever there is a change to the conditions which control velocity. Thus gradient, rolling resistance and Speed restrictions. 2. How many segments are required? See the figure below. 3. What other methods are available for constructing a haul route in TALPAC? Importing data from a text file. 4. What is the benefit of using real names for segment titles? So the user can visualise, and hence validate, the haul cycle data. 5. What is the relationship between final and maximum speeds for segments? If a certain segment has a maximum speed, then the preceding segment should have the same speed set as the final speed for it. Otherwise the truck may enter the next segment at an excessive speed.  © Runge Limited 2005 – 2008 Answers 51 Tutorial Metric WORKSHOP 7: PRODUCTION ANALYSIS 1. Why is it useful to have different calculation types? Mine planning requires different scenarios and options to be investigated. This means that different functionality is required. As well this is useful to calibrate the model in Quick estimate (deterministic) mode first. 2. What is the vertical height difference that the load is being elevated through? 60m. 3. Why can you get different results in successive runs? Due to the stochastic distributions used in simulation. 4. How long does it take to reach the production target? approx. 1. 06 Years 52 Answers  © Runge Limited 2005 – 2008 Tutorial Metric WORKSHOP 8: INCREMENTAL ANALYSIS AND RESULTS TABLE 1. What is the key information? Key Information is what you need to see, and so depends on the purpose of the simulation. In this instance, cost, time, productivity, fleet size and length of haul would be key. 2. How many variables are available for inclusion in the results table? 250. 3. When should you consider purchasing another truck? In year 3. But what else should be considered? Runge Limited 2005 – 2008 Answers 53 Tutorial Metric WORKSHOP 9: FLEET SIZE OPTIMIZATION 1. What is the marginal cost of assigning one more truck than the optimum? $2. 97 / bcm. 2. Why are the marginal economics important, and not just the average cost? Average costs disguise the impact of individ ual truck assignment. 3. What is the optimum fleet size? The run with the lowest fleet discount cost. 54 Answers  © Runge Limited 2005 – 2008 Tutorial Metric WORKSHOP 10: FLEET COMPARISON 1. Which equipment fleet would you recommend the contractor purchase? The larger fleet is the pure cost choice, but is this correct? 2. What factors affect this decision? Cost of capital, changes to working hours, flexibility of contract.  © Runge Limited 2005 – 2008 Answers 55 Tutorial Metric WORKSHOP 11: THE EQUIPMENT DATABASE 1. What role would User Defined equipment have at your operation? You can set up the specifications for the Truck and Loader which exactly match your configuration, rather than relying on the standard data. 56 Answers  © Runge Limited 2005 – 2008 Tutorial Metric WORKSHOP 12: IMPORTING A HAUL CYCLE 1. Why is the new haul cycle called â€Å"Import Test Haul 1†? Set by the variable on line 2 of the import file. Otherwise it will be imported and called the same as the import file name. 2. How can this feature be used in your situation? Eg From the mine design package a string can be digitised which represents the haul route. This string can then be exported to a text file as a series of X,Y, Z points. From there it can be imported directly into TALPAC. 3. How else can the import facility be used? To import complete Haul Systems.  © Runge Limited 2005 – 2008 Answers 57 Tutorial Metric WORKSHOP 13: TALPAC OPTIONS 1. When should you change the options settings? Only after consideration of what they are doing. It is also suggested that if these are changed, then make sure that changes are properly recorded. The ALL PARAMETERS print outs, and user defined reports in the Results Tables are two good ways of doing this. 2. How can the project manager interact with mine planning? Can make the analysis of multiple simulations easier and more straight forward. 3. How can you tell the location of the current user database? Under View gt; Project Properties the location and name of the current user database is shown. 58 Answers  © Runge Limited 2005 – 2008 Tutorial Metric 4. Talpac Commands 4. 1. Embedded Buttons View Project Options View All Parameters View Loading Analysis View Project Manager Optimisation Calculation Incremental Analysis Calculate Full Simulation or Quick Estimate Edit Haulage System Edit Material Template Edit Loader Template Edit Roster Template Edit Truck Template

Wednesday, December 4, 2019

Sorry for Partyin Essay Example For Students

Sorry for Partyin Essay â€Å"Coming home this weekend! Bonfire at my house Saturday night! † This one simple text, sent to me by my neighbor and really good friend, Dylan, changed what was going to be a typical boring weekend at my house into a crazy adventure that none of us expected. Having bonfires at Dylan’s house was a highlight of my summer. They usually consisted of Dylan, Devin, who we jokingly call Kevin, another Devin, and myself. The four of us could never have just a small fire; it had to be a towering inferno. As I pulled down the gravel road leading up to my house, I could already see the fire. I had volunteered to bring a wagon full of cardboard and firewood to add to the fire. I pulled my big utility wagon a quarter of a mile from my house to Dylan’s. As I walked up the drive, Dylan, Kevin, and Devin had the stereo system set up with our usual country playlist blaring. Sitting around a bonfire listening to music and talking with friends is one thing that will never get old. While we were sitting around, Kevin decided to sit in my wagon, which somewhat resembles a black cage with four big rubber tires. As he climbed in, our favorite party song, â€Å"Sorry for Partyin’† by Thomas Rhett came on. At that point Kevin started to beg Devin and I to pull him up and down the road in the wagon, so for the sake of fun we went along with it. After nearly an hour of full speed pulling up and down the hill filled, pitted gravel road along our houses, we wanted to be a bit more reckless. We began to search Dylan’s tool filled garage for some sort of rope, and within ten minutes, I had found a tow strap that seemed perfect. We soon convinced Devin to fire up his beautiful white Mitsubishi Eclipse convertible. As I meticulously wrapped the strap around the frame of the car, I began to have an eerie feeling. Once the strap was securely fastened, Kevin climbed back into the wagon and listened to my explicit directions. â€Å"I will be in the car with Devin, and I will count down from three. When I get to one, you let go of the strap. † Kevin nodded his head in agreement, so I turned to Devin and gave him his instructions. Get the car up to fifteen, then I will countdown and when I get to one you speed up to thirty to get out of the way of the wagon. † When I finished, Devin also nodded, and we got in the car and told Kevin to hold on tight. Devin began to roll down the gravel road, and my feeling kept worsening, but it was too late to turn back. We kept accelerating until we got to fifteen miles per hour and I gave the countdown. â€Å"Three Two One! † I felt the car speed up, but Kevin did not let go. â€Å"Kevin, let go! † I was screaming at him, but whether out of stupidity or panic, he did not let go. As one could imagine, a wagon being towed behind a car at thirty miles per hour on a bumpy gravel road may not end well. As the car hit thirty, my bad feeling peaked into almost nausea. The next thing I saw behind the white Mitsubishi was Kevin take off flying out of the wagon, his body as limp as a rag doll as he flew. The wagon flipped three times and came to a rest upside down. Devin and I looked at each other in the car and at the same time screamed â€Å"oh shit! † He slammed on the brakes and we sprinted over to Kevin, where fortunately he was not severely injured. .u05ad70abeb36fe3fe949d6de6cb34ebd , .u05ad70abeb36fe3fe949d6de6cb34ebd .postImageUrl , .u05ad70abeb36fe3fe949d6de6cb34ebd .centered-text-area { min-height: 80px; position: relative; } .u05ad70abeb36fe3fe949d6de6cb34ebd , .u05ad70abeb36fe3fe949d6de6cb34ebd:hover , .u05ad70abeb36fe3fe949d6de6cb34ebd:visited , .u05ad70abeb36fe3fe949d6de6cb34ebd:active { border:0!important; } .u05ad70abeb36fe3fe949d6de6cb34ebd .clearfix:after { content: ""; display: table; clear: both; } .u05ad70abeb36fe3fe949d6de6cb34ebd { 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; } .u05ad70abeb36fe3fe949d6de6cb34ebd:active , .u05ad70abeb36fe3fe949d6de6cb34ebd:hover { opacity: 1; transition: opacity 250ms; webkit-transition: opacity 250ms; background-color: #2C3E50; } .u05ad70abeb36fe3fe949d6de6cb34ebd .centered-text-area { width: 100%; position: relative ; } .u05ad70abeb36fe3fe949d6de6cb34ebd .ctaText { border-bottom: 0 solid #fff; color: #2980B9; font-size: 16px; font-weight: bold; margin: 0; padding: 0; text-decoration: underline; } .u05ad70abeb36fe3fe949d6de6cb34ebd .postTitle { color: #FFFFFF; font-size: 16px; font-weight: 600; margin: 0; padding: 0; width: 100%; } .u05ad70abeb36fe3fe949d6de6cb34ebd .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; } .u05ad70abeb36fe3fe949d6de6cb34ebd:hover .ctaButton { background-color: #34495E!important; } .u05ad70abeb36fe3fe949d6de6cb34ebd .centered-text { display: table; height: 80px; padding-left : 18px; top: 0; } .u05ad70abeb36fe3fe949d6de6cb34ebd .u05ad70abeb36fe3fe949d6de6cb34ebd-content { display: table-cell; margin: 0; padding: 0; padding-right: 108px; position: relative; vertical-align: middle; width: 100%; } .u05ad70abeb36fe3fe949d6de6cb34ebd:after { content: ""; display: block; clear: both; } READ: Diabetes The Silent Killer EssayWe pulled the wagon back and helped Kevin into the car to take him back to the garage. When we were all gathered in the light, Kevin noticed that his pants were torn from his hip all the way down to his knee, and he had blood dripping down in a jagged cut, but luckily that was his only injury. After the crash, we all decided to call it a night. When we woke up the next morning, we noticed a big skid mark in the gravel that could only have been from Kevin’s body. Although there was an injury, we had a blast. On top of it all, we truly were not sorry for partying.

Thursday, November 28, 2019

Office Carpet Cleaning Options Rug Doctor vs. Professional free essay sample

Office Carpet Cleaning Options: Rug Doctor vs.. Professional Carpet Cleaners Introduction Professional carpet cleaning systems have been in use since the sasss, not only cleaning the many spills and dirty footprints but also making the environment much healthier removing many different mite allergens from the carpet. Over time, two leading carpet cleaning techniques have dominated the market, professional carpet cleaners and rent do-it-yourself carpet cleaning equipment. The leader in rent do-it- yourself carpet cleaning is Rug Doctor offering convenient, compact, and powerful hot eater extraction carpet cleaning machines that can be found in over 33,000 grocery, drug, hardware, and home center stores across the United States (Rent The Rug Doctor). The second leading carpet cleaning technique, professional carpet cleaners, offering highly-effective hot-water extraction method to remove ground-in dirt and debris that may or may not be visible to the naked eye using a truck mounted vacuum system. Currently, at G-M Accounting Firm, the carpet looks extremely dirty lowering the customers image of the firm, possibly losing business. We will write a custom essay sample on Office Carpet Cleaning Options: Rug Doctor vs. Professional or any similar topic specifically for you Do Not WasteYour Time HIRE WRITER Only 13.90 / page Considering that the firms alluding is new, as of a year ago, it is important to maintain the carpet so it will last longer as well. Studies have also shown that a dirty carpet creates a health concern for people. The purpose of this report is to understand what carpet cleaning technique, Rug Doctor or professional carpet cleaners, is the best choice for the firm. It is important for the firm to select the right technique to maintain the current carpet, keep the carpet as clean as possible to ensure the health of the employees, and to keep the cost of the project down. Through secondary research and primary research using a river, this report will give the firm crucial information about carpet cleaning. The goals of this report are to (1) examine the consequences involved with dirty carpet (2) compare the rent do-it-yourself, Rug Doctor, and professional carpet cleaners performance, and (3) compare the costs of two techniques. A survey from the employees will provide additional information to achieve the reports goals. Finally, the report will draw conclusions from the collected information and suggest a recommendation based on those conclusions. Secondary Research Using Professional and Scholarly Journals Consequences of Dirty Carpet A major consequence trot d arty carpet and poor maintenance in the workplace is a poor business image. In the business world it is important to have a good business image as it creates the customers perception of the business. The first impression your business projects is when a client walk through the door is the physical image. In the article Image Is Everything Nikkei Swartz states, Image is everything. It is a reflection of every plan your company executes service offerings, pricing, customer service, advertising, sales, network quality and you should cultivate it with care 1999). Often time businesses image go hand to hand with the quality of work produced, for example, if the company is well maintained and clean they are more likely to produce a superior product (Publish). The second major consequence of dirty carpet is the health concerns it creates for the employees. Studies have shown that improperly maintained office carpets can contribute to absenteeism and decrease employee productivity. Dirty carpets can contribute to poor indoor air quality, which can be responsible for many health effects such as fatigue, headaches, nausea, dizziness, respiratory illnesses and the inability to concentrate. Also people with weak immune systems, asthma or other respiratory conditions working on maintained carpet are at increased risk for illness leading to missing work. Office mold, dust mites, and other allergens in the carpet are the often responsible for the many health concerns (Lutz, Sham, Cast, Amended ; Buckley, 2010). Performance of Technique The cleaning performances of the different techniques are very similar as both Rug Doctor and Professional Carpet Cleaners are using a hot water extraction cleaning method. In a study, by Lie-Mining Yin, it was found that using a hot water extraction leaning system when removing lead from carpet it reduced the amount of lead up to 40% compared to that of a normal everyday vacuum (2008). According to Consumer Reports article, The best way to really clean carpets, the Rug Doctor had a cleaning grade of good and a dryness grade of very good, but was inconvenient because you have to push the heavy machine around. In the same article they graded a professional carpet cleaning service, which got a cleaning grade of excellent. Although the cleaning grade was excellent they could not Judge dryness. Dryness could more than likely have a poor grade as it routine for professional cleaners to raise all furniture on blocks because the carpet needs approximately one day to dry (2003). Cost of Technique The cost from professional cleaning service and Rug Doctor are drastically different. The Rug Doctor is the less expensive of the two options and can either be rented, which is about $20 per day, or purchased online between the price ranges from $400-$600. The other cost that must be considered with the Rug Doctor is that someone NAS to operate the machine. Professional carpet cleaning is much more expensive and varies on the amount of carpet being cleaned. The national average per square foot cost for professional cleaning is $0. 30-$0. 40, which is usually about $40 a room. Additional cost may take place if being cleaned on the weekend for many companies (Consumer Reports). Primary Research Using Surveys Conducting the Survey For this report I had a survey filled out by 20 business professionals. My goal was to discover what they believe the appearance of a dirty carpet at an office does for consumer satisfaction and if they believe any health concerns are related to a dirty repeat. The survey was five questions that asked the professionals to rate their level of agreement with the statements related to the effect that a dirty carpet has on overall image of the business, first impression of the business, effect on health problems, overall health, and how often carpets should be cleaned. Results After reviewing all of the surveys all business professionals agreed that dirty carpet lowers the first impression and overall image of the business. Comments were made concerning how the maintenance of your company is related to how well the company is run. The majority of the professionals agreed that having dirty carpet could possibly cause health problems, which is also connected to lowering their overall health. In the last question concerning how often carpet should be cleaned a majority of the business professionals agreed that a cleaning should take place every 1-2 years. Conclusions Based on the findings of my secondary research and my primary research involving a survey with the employees the following conclusions are drawn: 1 . Having dirty carpets in the workplace lowers the overall image of the firm, possibly losing customers. . Health concerns increase with dirty carpet, leading to employees being ill and having to call off work. 3. Both the Rug Doctor and professional cleaning service are effective in cleaning carpet, but the drying time with the professional cleaning service is much longer. . The overall cost of the Rug Doctor is much lower compared to a professional carpet cleaning service. 5 Business professionals agree that a business should years, in addition to the usual daily vacuum use. Recommendations clean there carpet every Supported by the findings and conclusions of this report, the following commendations are offered in an effort to provide G-M Accounting Firm with the best carpet cleaning technique:

Sunday, November 24, 2019

Probability of Union of 3 or More Sets

Probability of Union of 3 or More Sets When two events are mutually exclusive, the probability of their union can be calculated with the addition rule. We know that for rolling a die, rolling a number greater than four or a number less than three are mutually exclusive events, with nothing in common. So to find the probability of this event, we simply add the probability that we roll a number greater than four to the probability that we roll a number less than three. In symbols, we have the following, where the capital P  denotes â€Å"probability of†: P(greater than four or less than three) P(greater than four) P(less than three) 2/6 2/6 4/6. If the events are not mutually exclusive, then we do not simply add the probabilities of the events together, but we need to subtract the probability of the intersection of the events. Given the events A and B: P(A U B) P(A) P(B) - P(A ∠© B). Here we account for the possibility of double-counting those elements that are in both A and B, and that is why we subtract the probability of the intersection. The question that arises from this is, â€Å"Why stop with two sets? What is the probability of the union of more than two sets?† Formula for Union of 3 Sets We will extend the above ideas to the situation where we have three sets, which we will denote A, B, and C. We will not assume anything more than this, so there is the possibility that the sets have a non-empty intersection. The goal will be to calculate the probability of the union of these three sets, or P (A U B U C). The above discussion for two sets still holds. We can add together the probabilities of the individual sets A, B, and C, but in doing this we have double-counted some elements. The elements in the intersection of A and B have been double counted as before, but now there are other elements that have potentially been counted twice. The elements in the intersection of A and C and in the intersection of B and C have now also been counted twice. So the probabilities of these intersections must also be subtracted. But have we subtracted too much? There is something new to consider that we did not have to be concerned about when there were only two sets. Just as any two sets can have an intersection, all three sets can also have an intersection. In trying to make sure that we did not double count anything, we have not counted at all those elements that show up in all three sets. So the probability of the intersection of all three sets must be added back in. Here is the formula that is derived from the above discussion: P (A U B U C) P(A) P(B) P(C) - P(A ∠© B) - P(A ∠© C) - P(B ∠© C) P(A ∠© B ∠© C) Example Involving 2 Dice To see the formula for the probability of the union of three sets, suppose we are playing a board game that involves rolling two dice. Due to the rules of the game, we need to get at least one of the die to be a two, three or four to win. What is the probability of this? We note that we are trying to calculate the probability of the union of three events: rolling at least one two, rolling at least one three, rolling at least one four. So we can use the above formula with the following probabilities: The probability of rolling a two is 11/36. The numerator here comes from the fact that there are six outcomes in which the first die is a two, six in which the second die is a two, and one outcome where both dice are twos. This gives us 6 6 - 1 11.The probability of rolling a three is 11/36, for the same reason as above.The probability of rolling a four is 11/36, for the same reason as above.The probability of rolling a two and a three is 2/36. Here we can simply list the possibilities, the two could come first or it could come second.The probability of rolling a two and a four is 2/36, for the same reason that probability of a two and a three is 2/36.The probability of rolling a two, three and a four is 0 because we are only rolling two dice and there is no way to get three numbers with two dice. We now use the formula and see that the probability of getting at least a two, a three or a four is 11/36 11/36 11/36 – 2/36 – 2/36 – 2/36 0 27/36. Formula for Probability of Union of 4 Sets The reason why the formula for the probability of the union of four sets has its form is similar to the reasoning for the formula for three sets. As the number of sets increases, the number of pairs, triples and so on increase as well. With four sets there are six pairwise intersections that must be subtracted, four triple intersections to add back in, and now a quadruple intersection that needs to be subtracted. Given four sets A, B, C and D, the formula for the union of these sets is as follows: P (A U B U C U D) P(A) P(B) P(C) P(D) - P(A ∠© B) - P(A ∠© C) - P(A ∠© D)- P(B ∠© C) - P(B ∠© D) - P(C ∠© D) P(A ∠© B ∠© C) P(A ∠© B ∠© D) P(A ∠© C ∠© D) P(B ∠© C ∠© D) - P(A ∠© B ∠© C ∠© D). Overall Pattern We could write formulas (that would look even scarier than the one above) for the probability of the union of more than four sets, but from studying the above formulas we should notice some patterns. These patterns hold to calculate unions of more than four sets. The probability of the union of any number of sets can be found as follows: Add the probabilities of the individual events.Subtract the probabilities of the intersections of every pair of events.Add the probabilities of the intersection of every set of three events.Subtract the probabilities of the intersection of every set of four events.Continue this process until the last probability is the probability of the intersection of the total number of sets that we started with.

Thursday, November 21, 2019

Statistics Assignment Example | Topics and Well Written Essays - 1000 words

Statistics - Assignment Example of the movies made today can be seen only by patrons 13 years or older†, as the total percentage of PG-13 and R-rated 2005 movies (78.4%) is greater than 75%.3-34 e) There appears no association between the twin births (preterm induced or cesarean, preterm without procedures or term or post-term) and the level of the prenatal care (intensive, adequate, or inadequate). As shown in figure in part (d), the distribution (percentage) of the twin births for the level of prenatal care is somewhat similar. This suggests that the twin births and the level of prenatal care are not associated, that is they are independent.4-8 The average (mean) height of the singers is about 68 inches. The range of the heights of the singers is about 16 inches with minimum and maximum height being 60 and 76 inches, respectively. The IQR is about 8 inches. About half of the singers height is equal to or below 68 inches. About 50% of the singers height is in-between 65 to 73 inches. The distribution of the horsepower of auto appears approximately uniform (slightly positively skewed). The median value is about 100 and the IQR is about 45. The range of the horsepower of auto is 90 with minimum and maximum horsepowers being 60 and 155, respectively. c) The president is correct. The null hypothesis is not rejected, as p-value of 0.386 is greater than .05. Therefore, there is not enough evidence to support the claim that Striving College student medical applicants admitted is different from the 46% of all medical school applicants

Wednesday, November 20, 2019

High Allegiance To Culture Is Detrimental to Well-Being Research Paper

High Allegiance To Culture Is Detrimental to Well-Being - Research Paper Example This is vital in bringing out the discrepancies that Amy tries to illuminate in her book. Thereafter, the arguments that prop this statement shall roll out to defend the same. However, the discussion covers the scope of different possibilities to a single situation. Cultures differ in of terms stability, stakeholders and inheritors of the same and awareness of a group about their own culture. While some groups know whatever entails their culture, another group may have a culture without committing to the same. The discussion shall focus on daughter-mother relationships to illustrate the detriment of culture disparities and intolerance on growth of individuals. High allegiance to culture is a detriment to the wellbeing of individuals. This novel is entails the story around four Chinese families that have settled in America. The families are composed of daughters and mothers. Through these characters, the story illuminates the embodiment of culture. The four Chinese families experience their unison by playing their own games and engaging in culinary activities. The Chinese families are in America due to their own various reasons. The first mum in the story dies before the events to the whole plot pick up. Suyuan Woo is a Chinese woman who lives in china with her family and husband. However, the husband is involved way from home in the Second World War. Woo goes through difficult times trying to harness hope for herself and her family. During this war period, she forms the original joy club with a few of her friends. The war escalates and the Japanese invade China. In despair, and before the Joy club matures, Woo sets off with her twin children to escape out of China. On the way, she gets sick and abandons her kids in wait of her own death (Dong 21). Fortunately, a lorry comes by and rescues her before she succumbs. She, then, immigrate into America whereby she remarries (Tan 19). In USA, she encounters her four friends whereby they form another joy club. She bear s a daughter known as Jing Mei. Jing Mei is the striving force behind Suyuan’s strength in bearing the loss of her twin children. She succumbs to a disease before she actualizes her hope of meeting her two children. The next character is Lindo. Lindo, too, escaped from China due to her unique reasons. While she was twelve, her society obliges her to marry a sixteen-year old boy. Since they shared little attachment, she decides to flee on the pretext of spiritual grounds. She is domineering character who strives to shape the direction of her daughter’s life (Rosinky 52). Similarly, there exists An Mei who immigrates into America due to her unique reasons. An- Mei grows up as an orphan due to traumatic events that befalls her family. Her mother faces rejection from her first family since she remarries as a concubine to a wealthy man. An- Mei’s mother commits suicide due to trauma she undergoes in her new home. On her mother’s death, she finds her way out of China. During her stay in USA, she marries whereby she has seven children. The last principal character in this story is Ying- ying. Her Chinese family is wealthy and conservative. The family teaches Ying -ying to define her femininity by being demure. However, Ying-ying possesses a strong personality that she hides in order to please her family. She gets to marry a man whom she realizes she does not share an attachment. The husband becomes abusive and; therefore, she

Sunday, November 17, 2019

Human -wk9 Essay Example | Topics and Well Written Essays - 1000 words

Human -wk9 - Essay Example Rohn (2011) suggests that some emotions can both fuel or dampen motivation at the same time. As an example, he suggests that disgust, though most people may think this emotion would dampen motivation, but it can actually fuel it also. Sometimes feelings of disgust about a certain situation can make an individual make changes. Feelings of resolve can make an individual decide to stay in a negative situation or spur them to not live in a situation and move forward. I believe that culture has an effect on everything and in this situation, emotions and motivation can be very different. Reeve (2009) states that emotional expressions can be different across cultures, and that the expressions may be learned. Tsai (1999) states that culture regulates social relationships. As an example, in a study that Tsai reported about Chinese infants were seen to have less reactionary emotions than American infants. Also, in my opinion, there are different ways that cultures are taught to display or not display their emotions. As an example, many African American males have been taught not to show emotion. They are taught that to show emotions is unmanly. Tsai, J.L. (1999). Culture Tsai, J. L. (1999). Culture. In D. Levinson, J. Ponzetti, & P. Jorgensen (Eds.) Encyclopedia of Human Emotion (pp.159–166). New York: Macmillan Press. Retrieved December 11, 2006, from http://www- psych.stanford.edu/~tsailab/PDF/Culture%20- %20Encyclopedia%20of%20Human%20Emotions.pdf The recent situation that I have chosen for this assignment is my divorce. Divorce is a difficult process to go through especially when you have children. I had to adjust to becoming a single parent and to living without my husband. When I think of reacting in a "less than adaptive way" I feel it was because I felt depressed and overwhelmed. I was not sure what I would do and I was angry that my marriage ended in divorce. In some respects, I

Friday, November 15, 2019

Development of the Administrative Structure

Development of the Administrative Structure 1 PHASE 1 (1789- 1883) THE FORMATIVE ERA 1.1 Introduction Although Public Administration as a separate academic field was only developed in the early 20th century it is important to study the early history of the field as it gives important insights into the complex governance structure that is currently in existence within the nation. The[b1] first phase began with the setting up of the new government under a new constitution by George Washington in 1789, takes a significant change in approach post the election of President Andrew Jackson which gave rise to the spoils system and finally ends with the implementation of the Pendleton Act which marked an end to the spoils system. The major factors that influenced the creation of an administrative structure during this time period and the reasons why they was modified afterwards will be presented in this section. 1.2 Major Factors The major factors that influenced the evolution of public administration during the first phase presented chronologically are as follows: 1.2.1 Government under the U.S Constitution The United State Constitution was drafted in 1787 and the new government had its first session in 1789 under President George Washington. While the period during the drafting of the constitution involved the sorting and testing of the American heritage of political ideas and experience, the period between 1789 to 1800 was one of selective synthesis of political concepts, and the establishment of a federal system of administration during the presidency of Washington and Adams (Caldwell,1976). The role of public administration during the early formative years was seen primarily as to facilitate in institutionalizing freedom. The government during this phase was largely concerned with coming up with a working system that could factor in the complex relations that existed between the states the centre and provide unique identity to the government 1.2.2 Expansion of Federal Powers under Hamilton The first major changes in the administrative structure of the newly formed state came with the changes brought in by Alexander Hamilton as the secretary of the treasury. During this period, Hamilton introduced several bills through his reports that lead to the federal government assuming state debts, creation of a national bank and tariffs on select trade operations. In just 10 years Hamilton put in place an administrative infrastructure that set the young nation on course for becoming an opulent commercial power (Green, 2002). These advancements by the federal government gave significant power to itself over the states and thus increased its responsibilities as well. The role of the federal government changed significantly after this step, as it moved from the state of being a facilitator to that of a manager of public affairs. The role of Hamilton in deciding the path to be taken by America in becoming an International power was based on supporting a strong national government as a more effective protector of rights and as a greater stimulant to prosperity than the states which would otherwise remain as a force majeure. His contributions to public administration in America according to Green (2002) can be mainly classified among four major categories: politics, organization design, ethics and law. Politics: Hamilton believed that public administration must conform its operations with the political character and principles of its people/society. He was the first person to envision the complex relation that public administration would hold with politics and believed that all three branches (Executive, Legislative and the Judiciary) would be involved with neither monopolizing or being subordinate to the other Organizational Design: Hamilton wanted a strong government that possessed competency and power, particularly considering the failure of the Articles of Confederation. For that to take effect Hamilton envisioned a partial agency concept which allowed separation of powers and also fostered dependency. Ethics :Hamilton was also one of the first persons to identify the role, ethics is to play in public administration. He understood that public administration officials might be influenced significantly and hence wanted to enhance their ethical standards by using external and internal measures like public status, sufficient pay, belief that future generations will view their achievements etc. Legal : Hamilton being one of the founding fathers involved in the writing of the constitution had in depth knowledge of its powers and limitations. He used the necessary and proper clause to create and muster support for his financial and welfare schemes. 1.2.3 Rise of Jefferson and Republicans Thomas Jefferson was ideologically polar opposite of Hamilton and preferred a Laissez-faire approach by the government. Under Washington and Adams Hamilton was setting up the road map towards the creation of America which would posses an integrated balanced economy requiring the simulation of finance and manufacturing and implying a degree of centralized administrative control over the national economy. Jefferson despised this ideology as he had seen first hand the evils of centralization, bureaucracy and public indebtedness during his travels to France as minister to the court. Jefferson wished to keep the American Common Wealth a union as to foreign affairs but decentralized as to domestic affairs. Jefferson became the voice of the people who were against Hamilton and his aggressive federalist ideologics. Jefferson was successful in maneuvering this opposition to Hamilton to finally win the presidency which lead to a significant alternation in the direction America was progressing in for a very long time. Jefferson believed in a wise and frugal government which shall restrain men from harming each other and shall otherwise leave them free to regulate their own pursuits of industry and improvement. The Ideological differences of Hamilton and Jefferson can also be attributed to what they felt constituted America. Hamilton look at America as a growing county that had a huge potential, if it embraced the federalist approach whereas Jefferson viewed America as the people it constituted and wanted to focus more their growth and prosperity. Although Jefferson is considered as one of the finest presidents of America , he is largely remembered for what he said than what he did during his presidency. The major contribution of Jefferson to growth of Public Administration are the set of principles he had developed. They represented to him the rules by which wise administrative action should be guided. They were : Harmony , Frugality Simplicity , Providing for Change, responsibility and decentralization. His role at the top of the executive body made him realize the need for educated and competent leaders in the highest offices. He was also one of the first person who attempted to divide the politics from the administration, although it was done only in the case of federalist appointees. The government of America and its executive body took a 180 degree turn from the Hamiltonian approach, under Jefferson and stayed so until the late 19th century. Another important aspect related to his presidency was his belief int he educat ion system. He believed that education was clearly the responsibility of the government. Jeffersons presidency highlighted the major dilemmas that presidents have to encounter for centuries afterwards. He did not prefer taxation of the general public but had to execute it, he wished for greater local control but at the same time was vary of growing state and local powers. 1.2.4 Populist Approaches and the Rise of Spoils System President Andrew Jackson was the seventh president of the United States of America. His rise to power signaled the rise of the populist democracy and more importantly the spoils system. Under this system the federal government jobs were given to its supporters of the ruling party as a reward for working for it as opposed to a merit system. Jackson’s rise to power signaled numerous ever lasting changes in America. The change in the voting electorate from white men who possessed property to all the white men brought everlasting changes to the democratic structure of America. This eventually lead to the populist movements which meant policies that had more public support were implemented most of the times. The growth of the voter electorate made the process of winning the election process all the more difficult, the parties started to implement the spoils system as an incentive for its party members to work it. The spoils systems had one of the biggest negative impacts on the pro gress of America as it lead to the drain of qualified personnel from administrative positions. The new emphasis on loyalty rather than competence had a long term negative effect on the efficiency and effectiveness of the federal government 1.2.5 Role of the Judiciary The expansion of the powers at the federal level and the varying political stands of the states lead to conflicting situations within the government particularly at the executive and legislative levels. The supreme court passed several land mark judgments in the formative years in cases like the Marbury Vs Madison , Fletcher Vs Peck and Gibbons Vs Ogden using its judicial review powers. These judgments particularly demarcated the boundaries between the executive and the judicial branches and also clearly specified the limitations of the legislatures and the executive branches. The rise of the supreme court and its use of the judicial review powers along with the necessary and proper clause of the congress, helped in acting as checks on the powers imbibed with public administration to the legislature and the executive. The dominance of the judiciary by the federalists, particularly after the might night appointees further polarized the differences in ideologies of the Hamiltonians an d the Jeffersonians and established the important role of the judiciary in public administration. 1.2.6 Changing mood of the Nation America as envisioned by its founding fathers consisted of people who had historically a rights oriented and individualistic culture. This unique point of view of things of Americans was and is, even now one of the major factors influencing its policies and administration. Even the constitution as written by the founding fathers, attempts to be a limiter on the power of the government rather than limit the powers of its citizens. In its early formative years voting rights belonged largely to the aristocrats who were fairly educated. The government until 1829 embraced the Hamiltonian approach and promoted expansion and promotion of the private sector to boost the economy. This decision particularly was comfortable from the elite stand point of view as it helped boost their businesses. But as the awareness and educative levels of the citizens increased gradually, the relative interest of politics within the citizens increased and lead to a situation where in a majority of the voters we re not aristocrats. This change in voting rights and political awareness was influential in creation of populist electorates that eventually lead to the creation of the spoils system. The role of Religion in early America as a social binder was also very crucial in steering the ideological stand of the Americans. 1.3 Role of Presidents The constitution of The United States of America grants its president the power over the executive branch. The unique division of power between the executive, the legislative and the judiciary is what makes the American democracy and administrative structure unique. The necessary and proper clause of the constitution grants the president and his executive office unique privileges and has lead to everlasting impact on the administrative structure of the country. Hamilton himself under president Washington made ample use of the ambiguity in the constitution to propagate a strong centralized federal structure. All the presidents in the formative era except John Quincy Adams were founding fathers and in being so had intent and purpose towards the growth of the nation. Under President Washington, Hamilton envisioned and created a strong federal executive body. He continued the same even under President John Adams and lead to the federal governments increasing hold over the states. Under i ts first two presidents, the American government witnessed a massive boost to the federal and state level executive structures. The American presidents office saw numerous changes under the subsequent presidents of the formative era , but were largely not influential on the administrative structure of the state. The mid night appointees under President Adams lead to politicizing of the judicial and the executive wings also and further increased the powers of the presidency. This period particularly saw the rise of corruption and bargains systems within the administrative structures.

Tuesday, November 12, 2019

Dying to Babysit :: Creative Writing Essays

Dying to Babysit      Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   It all began one day when I was over my friend Susan's house.   Her parents had just left for vacation to Texas, leaving her home by herself.   I was allowed to stay that weekend while her parents were away.   Susan and I were sitting down eating when she got a call from the house where a new family just moved into.   The Smith's had asked her to babysit for them.   They said it was all right if I came too.   They wanted us to come over about six that evening.      Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   When we got over there Mrs. Smith introduced her two year old daughter named Julie to us.   Mr. and Mrs. Smith didn't leave right away because they wanted Julie to get to know us better.   Mrs. Smith told Susan and I that Julie could stay up until 8:00 P.M.. She also told us she had been having problems with her telephone.   There must have been something wrong with the connection because when it rang there would be no one on the other end.   Someone was coming tomorrow to take a look at it.      Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Mr. and Mrs. Smith informed us that they would be a little late coming home because it was their anniversary and they had a long night planned.   We told them to have a nice time and they both grabbed their coats and left.   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Julie started crying just as they closed the door. We gave her a bottle and put her down to watch some TV.   Then the phone rang and Susan and I looked at each other, seeing who was going to answer it.      Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   I answered the phone but no one was there.   I said hello again, but still no answer. All I could hear was someone breathing heavily.   It was loud, gasping, and very frightening.   I said hello again and   heard a faint, masculine voice.   As I began to tremble, the voice   whispered, "I'm coming."      Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   All of a sudden the lights went out.   Susan, Julie and I let out a loud shriek.   I ran over to Susan and Julie and hid my head.   Susan started laughing and told me it was probably because of the storm outside.   We both looked out the window when a bolt of lighting struck across the sky.   Julie began to cry and we comforted her and told her it would be all right.      Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Susan was going to go down into the basement to find the fuse box so she could turn the lights back on.   It was time for Julie to go to bed so I grabbed