Surveillance Soceity (pro and cons) Essay Example | Topics and Well Written Essays - 750 words - 1

Surveillance Soceity (pro and cons) - Essay Example This essay therefore looks at two sides of an argument about the pros and cons of having surveillance society based on the theory of surveillance and privacy. On the whole, those who argue for surveillance society are those who take the moral side of the debate, having the main conclusion that the guarantee for having the right thing done should come ahead of any personal and individual rights and privileges.4 The major reason that is cited to back this argument is that the world becomes safer and get criminals accounting for their deeds when there is maximum surveillance.5 Typical evidence that can be used to support this is the case of Trayvon Martin who was fatally shot by George Zimmerman. Indeed in the course of the trial, evidence from eye witnesses could not prove credible enough for the eventual judgment to be accepted by both sides. This is because there were variations in accounts given as to what happened.6 In such a case, a person reasoning from a moral perspective would just wish there was a means to hit rewind, something that can only be made possible if any of the two people involved wore a personal recording device.7 From the above, the premise stated is that a surveillance society is one that guarantees the safety of the people and protects them from the hands of evil people who would want to commit crimes and have their ways with them. With the example give, an unstated assumption is that should all people wear personal recording devices, the issue of evidence in court would be more credible. By inference, our current society will become more secure and most forms of legal tussles that take years to hear in court would become a thing of the past.8 As the legal process functions largely on evidence, it is expected that such forms of evidence that come through surveillance equipment in society would set the pace for having a better evidence based judgment.9 The other side of the argument which is against surveillance society is commonly upheld by

Motivating Retired Workers Returning to Work Term Paper

Motivating Retired Workers Returning to Work - Term Paper Example According to Salatzar (1993), the retired workers have less ambition than the young workers and therefore are comfortable in the position they work for. Therefore these workers prove to be an asset for the company. Pearsall, a retired worker who rejoined the workforce have mentioned that experience in diverse subjects have assisted him to return to the workforce easily. However Cassidy, vice president for Concurrent Computers have mentioned that the biggest advantage of recruiting retired workers is that they have prior knowledge of the situation. Therefore if the situation happens to be something out of the usual the retired worker will have a higher chance of having prior experience about such situations and will be more at ease to handle the problem. There are several companies like Concurrent Computers that have preferred retired workers in their labor force. It is also necessary for many of the countries like United States to retain the aged people to their workforce because of their demographic nature. In 2002 the number of old people working or seeking work in United States was 62.9%. This is a result of the average age of the country which is very high. Apart from the need that arises due to the shortage in the workforce there is also a need of the retired people due to their expertise and skills in their profession. Moreover the average life span of the population in the developed countries has increased substantially and many people in the retiring age are perfectly healthy to work. Under such circumstances many of the companies and policy makers are looking for ideas to attract the retired workers back to the workforce. Motivations for the Retired Person Estimation by the United States Bureau of Labor Statistics show that more than one fourth of the country’s labor force would reach their age of retirement in 2010. This would lead to a huge shortfall in the labor force. Another estimate by the United States Census Bureau suggests that 73% of t he people in the population will have the age 55 or higher in 2020. It also suggests that the increase in the number of young workers in the labor force will be only 5% during the same time. Alan Price (2007, p 429) gives an estimate of 25% of the people in the workforce having an age of 50 or more in 2020. According to another statistic in 2030, 20% of the people in the country will have an age of 65 or higher. Under these circumstances it becomes imperative for the country to motivate the retired people back to their profession in order keep the economy going and sustain the targeted growth (Lockwood, 2003, p.3). Entrepreneurial efforts by the older people have doubles chances of success than the young people (Price, 2007, p.429). A survey was conducted by Metlife to comprehend the work pattern of the people after retirement. A number of people explained their motivation to return to the workforce. The survey showed that the motivation for returning to work varied according to age group. According to the people in their late sixties economic reasons were the main motivating factor for joining the workforce. It has often been seen after retirement the investments and the pensions are insufficient for the retired people to sustain their previous standard of living. Along with that perfect working capabilities

Amazon Research Paper Example | Topics and Well Written Essays - 3000 words

Amazon - Research Paper Example He reduced the list to just five products that he felt were most promising and they included computer hardware, computer discs, books, and videos. Bezos finally came to a decision that his company would be involved in selling books, because of the huge world-wide demand for the large number of titles that are available in form of print, literature and low price points for books (Chan, 2001). Initially, Bezos founded Amazon in his garage in Bellevue, Washington. Amazon began as an online bookstore, which was an idea that was triggered off after conversation with John Ingram, formerly of Ingram Book (now called Ingram Content Group) alongside Patel Keyur who is still a major shareholder in Amazon. During its first 2 months in business, Amazon was able to sell to all the 50 states in the US and 45 other nations. Within just two months, Amazon had increased to $20,000 in a week. Whereas the usual mail order catalog and brick and mortar bookstores could offer and carry around 200,000 titles, a store that is online could offer and carry many times more, because Amazon had almost limitless virtual warehouse compared to the actual product suppliers and makers. Bezos thought of a name that would begin with an â€Å"A† since he wanted it to appear first in alphabetic order. He chose Amazon since it was a place that was different and exotic (Chan, 2001). Amazon.com can be referred to as an â€Å"e-tailer†, a company that carries out its retail business over the internet. Amazon conducts all of its business on the web, and brick and mortar are not needed here.Amazon.com sells all types of products, from electronics, clothing, jewelry to food. This idea of carrying out business online is known as e-commerce or rather e-business. E-business is composed of the process of selling, buying, exchanging or transferring services, products or information via computer networks, such as the internet

Surveillance Soceity (pro and cons) Essay Example | Topics and Well Written Essays - 750 words - 1

Surveillance Soceity (pro and cons) - Essay Example This essay therefore looks at two sides of an argument about the pros and cons of having surveillance society based on the theory of surveillance and privacy. On the whole, those who argue for surveillance society are those who take the moral side of the debate, having the main conclusion that the guarantee for having the right thing done should come ahead of any personal and individual rights and privileges.4 The major reason that is cited to back this argument is that the world becomes safer and get criminals accounting for their deeds when there is maximum surveillance.5 Typical evidence that can be used to support this is the case of Trayvon Martin who was fatally shot by George Zimmerman. Indeed in the course of the trial, evidence from eye witnesses could not prove credible enough for the eventual judgment to be accepted by both sides. This is because there were variations in accounts given as to what happened.6 In such a case, a person reasoning from a moral perspective would just wish there was a means to hit rewind, something that can only be made possible if any of the two people involved wore a personal recording device.7 From the above, the premise stated is that a surveillance society is one that guarantees the safety of the people and protects them from the hands of evil people who would want to commit crimes and have their ways with them. With the example give, an unstated assumption is that should all people wear personal recording devices, the issue of evidence in court would be more credible. By inference, our current society will become more secure and most forms of legal tussles that take years to hear in court would become a thing of the past.8 As the legal process functions largely on evidence, it is expected that such forms of evidence that come through surveillance equipment in society would set the pace for having a better evidence based judgment.9 The other side of the argument which is against surveillance society is commonly upheld by

Amazon Research Paper Example | Topics and Well Written Essays - 3000 words

Amazon - Research Paper Example He reduced the list to just five products that he felt were most promising and they included computer hardware, computer discs, books, and videos. Bezos finally came to a decision that his company would be involved in selling books, because of the huge world-wide demand for the large number of titles that are available in form of print, literature and low price points for books (Chan, 2001). Initially, Bezos founded Amazon in his garage in Bellevue, Washington. Amazon began as an online bookstore, which was an idea that was triggered off after conversation with John Ingram, formerly of Ingram Book (now called Ingram Content Group) alongside Patel Keyur who is still a major shareholder in Amazon. During its first 2 months in business, Amazon was able to sell to all the 50 states in the US and 45 other nations. Within just two months, Amazon had increased to $20,000 in a week. Whereas the usual mail order catalog and brick and mortar bookstores could offer and carry around 200,000 titles, a store that is online could offer and carry many times more, because Amazon had almost limitless virtual warehouse compared to the actual product suppliers and makers. Bezos thought of a name that would begin with an â€Å"A† since he wanted it to appear first in alphabetic order. He chose Amazon since it was a place that was different and exotic (Chan, 2001). Amazon.com can be referred to as an â€Å"e-tailer†, a company that carries out its retail business over the internet. Amazon conducts all of its business on the web, and brick and mortar are not needed here.Amazon.com sells all types of products, from electronics, clothing, jewelry to food. This idea of carrying out business online is known as e-commerce or rather e-business. E-business is composed of the process of selling, buying, exchanging or transferring services, products or information via computer networks, such as the internet

Dehydration of Methylcyclohexanol Essay Example for Free

Dehydration of Methylcyclohexanol Essay A common Sophomore Organic Chemistry laboratory experiment that has great potential for further research is the acid catalyzed dehydration of simple alcohols. The classic dehydration of 2-methylcyclohexanol experiment that was introduced in Journal of Chemical Education in 1967 Taber(1967)JCE:44,p620. The rather simple procedure of distilling an alcohol with an aqueous acid has spawned several investigations that have resulted in formal journal articles. At the same time, the experiment has retained its popularity in the Sophomore Organic Chemistry laboratory curriculum. In one line of inquiry it has been observed that a mixture of 2-methylcyclohexanol diastereomers gives rise to a mixture of three isomeric alkenes Todd(1994)JCE:71,p440; Feigenbaum(1987) JCE:64, p273; Cawley (1997) JCE:74l, p102. Explaining the presence of the three alkene products requires an intense synthesis of information communicated in a typical SOC textbook. The continued popularity of this experiment is corroborated by the observation that Googling the phrase â€Å"Dehydration of 2-Methylcyclohexanol† on January 13th, 2008 returned no less than 20 hits for online student handouts and/or guides for this SOC laboratory experiment. Moreover, this experiment provides fertile ground for experimentation and innovation that has not yet been fully explored. At Dominican University, the SOC students performed this experiment during the Fall 2007 semester with not only the dehydration of 2-methylcyclohexanol (Aldrich 153087) but also the 4-methyl (Aldrich 153095) and 3-methyl (Aldrich 139734) positional isomers. The reaction products were submitted to GC-FID analysis. As predicted from the Journal of Chemical Education articles, three methylcyclohexene products were observed. Their relative abundance measured by peak height was 80, 16, and 4%. The alkene products represented by these peaks apparently correspond to 1-methycyclehexene, 3-methycyclehexene, and methylenecyclohexane respectively. [pic] The dehydration of 4-methylcyclohexanol produce two products, that can be distinguished by our current GC column, at 90 and 10% with retention times that match 3-methycyclehexene and 1-methycyclehexene respectively. My current theory is that the retention times 3 and 4-methycyclohexene could not be distinguished with GC column and temperature program. However, there is still the issue of how 1-methycyclehexene is produced from 4-methylcyclohexanol. [pic] The dehydration of 3-methylcyclohexanol yields two products, that can be distinguished by our current GC column, at 80 and 20% with retention times that match 3-methylcyclohexene and 1-methycyclehexene respectively. [pic] Samples of 1-methyl and 3-methyl cyclohexenes purchased from Aldrich chemical confirmed two of compound assignments for the dehydration of 2-methylcyclohexanol. Obviously, it remains to separate the 3 and 4-methylcyclohexene by GC. There are several advantages of studying the dehydration of methylcyclohexanols in the first semester of Organic Chemistry: 1) The experiment involves reactions that are typically studied during first semester: E1, E2, and the 1,2-hydride shift. It is a time-tested protocol that has been run in hundreds of labs by thousands of students. 2) Analysis of the experiment involves the understanding of all three mechanisms mentioned previously and how they may compete with each other. In other words, it is a simple experiment that demands a rather involved interpretation of results. 3) It shows that textbooks â€Å"rules† such as the Zaitzev’s rule in this case, are not necessarily rules as such, but rather astute observations of general trends that can vary experimentally depending on the reactant and the reaction conditions. 4) Analytically, we are observing/measuring the presence of 3 known methylcyclohexene and methylenecyclohexane products that can be separated and detected by Gas Chromatography. I believe that the product mixtures can also be analyzed by NMR. 5) The reaction lends itself to an inquiry format that involves the study different reactants and reaction conditions on the ratio of products. In fact, this experiment, in my opinion, is an ideal candidate for a multi-institution collaborative study that combines and interprets student data. want to pursue point #5 further by first grappling with the current literature concerning the â€Å"Evelyn Effect.† The JCE article by David Todd, â€Å"The Dehydration of 2-Methylcyclohexanol Revisited: The Evelyn Effect† observes a kinetic effect that can be explained by proposing that in a mixture of cis/trans 2-Methylcyclohexanol the cis isomer reacts much faster than the trans isomer to give predominately 1-methylcyclohexene. The formation of 1-methylcyclohexene from cis-2-methylcyclohexanol would involve an â€Å"E2-like† anti-elimination of proton and the protonated alcohol. The dehydration of the trans isomer would go through a E1 mechanism that requires the formation of a carbocation before elimination of a proton. A follow-up study by Cawley and Linder: â€Å"The Acid Catalyzed Dehydration of an Isomeric 2-Methylcyclohexanol Mixture† involves a detailed kinetic study. Students began with a 36.6/63.4 cis/trans mixture of 2-methylcyclohexanol with a cyclohexanol impurity (% impurity was not reported). They performed thy typical reaction+distillation and collected fractions at 4, 8, 16, 24, and 28 minutes. They also collected a 0.1 mL volume of the sample of the reaction mixture at each of these time intervals. These fractions were analyzed by 1H NMR and GC for composition. The cis/trans rate constants for the dehydration of reaction were determined to be 8.4/1.0 – much less than 30/1 ratio reported in 1931 by Vavon and Barbier. An intriguing study! It would be very interesting to have the raw (student) data on this one. Very little is said about the product ratios in the distillate fractions, they just report that they obtained 2.1% methylenecyclohexane and not the 4% previously reported. The dehydration of methylcyclohexanols provides a fecund problem to explore. The key is to develop methods to determine the distribution of alkene products in terms of % total alkenes. There are four possible positional isomers: I. methylenecyclohexane (Aldrich, Acros, 1192-37-6); II. racemic 3-methyl-1-cyclohexene (Acros, 591-48-0); III. 1-methyl-1-cyclohexene (Aldrich, Acros 591-49-1) IV. racemic 4-methyl-1-cyclohexene (Aldrich, Acros 591-47-9). Two of the alkene positional isomers contain an asymmetric carbon. The obvious place to start is by studying how the alcohol structure affects the product distribution of alkenes. There are 5 positional isomers of methylcyclohexanol: I. cyclohexanemethanol (Aldrich 100-49-2); II. 1-methylcyclohexanol (Aldrich 590-67-0); III. racemic cistrans 2-methylcyclohexanol (Aldrich 583-59-5) IV. racemic cistrans 3-methylcyclohexanol (Aldrich 591-23-1) V. cistrans 4-methylcyclohexanol (Aldrich 589-91-3). Three of the alcohols are present in cis and trans diastereomer pairs: cis 2-methylcyclohexanol (Aldrich 7445-70-1) trans 2-methylcyclohexanol (Aldrich 7445-52-9) cis 3-methylcyclohexanol (5454-79-5) trans 3-methylcyclohexanol (7443-55-2) cis 4-methylcyclohexanol (Aldrich 7731-28-4) trans 4-methylcyclohexanol (Aldrich 7731-28-4). In addition there are 4 entaniomer pairs among the alcohol starting materials. Most of them are commercially available, for a price. [pic] Besides the structure of the alcohol, what other variables may be explored? 1) One variable for this reaction that could be investigated is the nature of the catalytic acid. Aqueous acids, such as the 85% H3PO4 typically used for this experiment, contain some water which is also product of the reaction. I may also add that, the amount of acid is not always in catalytic proportion to the substrate. In my current protocol 0.075 moles of acid is used to dehydrate 0.2 moles of alcohol. Non-aqueous acids may give different results. Acidic resins are an interesting substitute for aqueous acids. For example, John Ludeman and Kurt Field of Bradley University presented a poster at the 2006 ACS Great Lakes Regional Meeting on the use of Dowex 50WX2-100, Amberlite IRC-50S, and Amberlyst 15, for the dehydration of alcohols. 2) Another variable would be the reaction conditions. In the current paradigm, the alkene is distilled away from the reaction mixture. Presumably, it is being distilled away as it is formed. An ad-hoc observation is that students seem to get somewhat different product ratios if they distill is carefully or if they â€Å"crank up the heat† and distill it quicker. What if the reaction mixture was refluxed to equilibrium before distillation? Would we see more thermodynamic products? 3) Reaction conditions could be changed in other ways too. Microwave irradiation is currently being explored as an alternative to heating reactions. Possibly, sonication could also be performed on the alcohol. 4) Another avenue to explore may be different strategies to push the reaction towards the products other than distilling off the alkene. For example, removing water with molecular sieves may be tried. The last installment of this series will explore the logistics of â€Å"dehydration of methylcycohexanols† as a collaborative experiments. The most straightforward collaboration would be to perform the â€Å"dehydration of methylcycohexanols† experiment in the same way and compare the relative yield of alkenes as measured by GC from different starting alcohols. Comparisons could be made with past data or concurrently collected data from different institutions. This may be seem fairly straightforward, but there will most likely be discrepancies that could will need to be explored. One aspect to make note of would be the source and composition of the methylcyclohexanols used a starting materials. Sigma-Aldrich has †¢ 1-methylcyclohexanol #M38214; †¢ 2-methylcyclohexanol #66320, #215295, #178829, #24113, #153087, †¢ 3-methylcyclohexanol #139734; †¢ 4-methylcyclohexanol #66360, #104183, #104191, #153095; †¢ as well as just plain methylcyclohexanol #66370. An experimental variable that is hard to control is rate of heating. Students who crank up the hot plate to get done quickly (even though they were told not to) may get different results than those students who go slowly and maintain an even temperature. Different GC columns and methods may also give results that need to be corroborated.

Swing Bridge General Earlier Bridge

Swing Bridge General Earlier Bridge The river Esk has been crossed for centuries and it has been maintained by Edward III in 1353, and has been repaired with hard wood from the Oak by John Sehlboty in 1407. In 1926 Riding justices decided that the bridge should be change to new structure bridge with movable parts. 96 years later the bridge was in very impoverished condition and was needed to be repaired, See Figure 1 earlier bridge whitby.png Figure 1 Earlier bascule bridge First Swing Bridge. The bridge was built in 1835 until 1908. The swing part was made from wood and the opening was by manned winches to allow the ships to pass through. After years opening system has been changed by water-driven opening engine. The problem was that the bridge gives limit pass to the ships by 13.72 meters, See Figure 2. scscsc.bmp Figure 2 first swing bridge Swing Bridge. The existing Swing Bridge was built after the First Swing Bridge by a year in 1909; its the third crossing bridge over the river Esk within the Habour zone of heart of Whitby. The bridge just turned 100 in 8th of August 2009. During 1966 to 1970, were 25 accidents recorded on 76.2 meters long. In addition the bridge has to open approximately every half an hour to let the ships passing through and this causes delay to both traffic and pedestrians around 5 minutes. The bridge carries (A171) that comes from Meddilsborough to Scarborough. Its one Way Bridge for traffic and two ways for large number of pedestrians, the bridge has insufficient dimensions regards to the traffic and pedestrians nowadays, its 4.2672 meters carriageway wide and footpath width of 1.05 meter. Throughout the high season the footpath it will be exceedingly packed and the people have to step out into the carriageway due to the restriction of footpath wideness without paying attention of oncoming vehicles. Even though sometimes the traffic indecisive to cross the bridge against other cars. As well as the when two big vehicles crossing along the bridge one of them has to mount on to the pavement to let the other vehicle pass through, see Figure 3. exesting swing bridge.png Figure 3 existing swing bridge Current condition of the bridge. The bridge has age of 100 years old and its over the expected age, at present time the Swing Bridge has annually maintenance of  £60,000. The main maintenance was carried in 1985 with cost of  £400,000. The major refurbishment was carried due to the bad condition as following: The superstructure was seriously corroded. Poor state of operating machines and its placed with electrically hydraulic system. At present time the bridge causes problems due to its position which is close to the North Sea. The surface layer of the paint being de-bonded, the flakes fallen into the river damaging the flora and fauna of marina. Moreover, the chloride is extremely high and causes serious corrosion to the steel plate of the bridge. New bridge. Movable Bridge. This type of bridge that moves in order to allows the ships and boats etc, to pass through. This design is economical because it reduces the cost of construction and this can be achieved by building it on the ground, evading the disbursals of high piers and the long approaches. Therefore this provides the ease of passages for the ships and reducing the constructions expense. Movable bridges is operating by different methods such as electrical motors like gearing and hydraulic pistons etc. these bridges also cause traffic delay because the traffic has to be stop to let the sea traffic to pass. Basically, there are 13 types of movable bridges and the common types are Swing Bridge and Bascule Bridge. Types of bridges. Name Description Design Drawbridge. The bridge deck is hinged on one end. Drawbridge..jpg Figure 4 Drawbridge Bascule bridge. A drawbridge hinged on pins with a counterweight to facilitate raising. bascule bridge.jpg Figure 5 Bascule bridge Folding bridge. A drawbridge with multiple sections that collapse together horizontally. Folding bridge.jpg Figure 6 Folding Bridge Curling bridge. A drawbridge with multiple sections that curl vertically. Curling bridge.jpg Figure 7 Curling bridge Lift bridge. The bridge deck is lifted up by counterweighted cables mounted on towers. Lift bridge.jpg Figure 8 Lift bridge Table bridge. A lift bridge with the lifting mechanism mounted underneath it. Table bridge.jpg Figure 9 Table bridge Retractable bridge (Thrust bridge). The bridge deck is retracted to one side. Retractable bridge.jpg Figure 10 Retractable bridge (Thrust bridge) Rolling bridge. An unhinged drawbridge which is lifted by the rolling of a large gear segment along a horizontal rack. Figure 11 Rolling bridge Submersible bridge. The bridge deck is lowered down into the water. Submersible bridge 4.jpg Figure 12 Submersible bridge Tilt bridge. The bridge deck, which is curved, is lifted up at an angle. Tilt bridge.jpg Figure 13 Tilt bridge Swing bridge. The bridge deck rotates around a fixed point, usually at the centre, but may resemble a gate in its operation. Swing bridge.jpg Figure 14 swing bridge Transport bridge. A structure high above carries a suspended, ferry-like structure. Transporter bridge 1.jpg Figure 15 Transport bridge Jet bridge. A passenger bridge to an airplane. One end is mobile with height, yaw, and tilt adjustments on the outboard end. AdelaidJetBridgeS7386.jpg Figure 16 Jet bridge Bascule Bridge. Bascule Bridges are the most popular of opening bridges, the main part of bascule bridges is the counterweight, which is designed to be overhead counterweight or counterweight below the deck as shown in figure 17 and 18. Counterweight is continuously balance the leaf (span) This kind of bridge is to balance the bridges that rotate about the horizontal axis at right angle to its longitudinal centerline. Bascule severely implements to these kind that consist of a single moving element, which turns about the horizontal line close to its centre of gravity in order that the weight on one side that rotate on an axis mostly balance the weight on the other side, however the balance usually not precise. The movement of the bascule bridge mostly is up and down, when it moves keeping the bridge closed, its called as span heavy, or if its moving to keep the bridge to open its called counterweight heavy. Bascule Bridge can possibly be a single or double leaf that moves up and down to allow sea traffic to pass through. . 29.png Figure 17 single bascule bridge with overhead counterweight Figure 18 single bascule bridge with counterweight below the deck road Double leaf Bascule Bridge. It comprises of two leaves pointed opposite each other and connected together at their ends where they attach over the navigation channel as shown in figure19. The distinction between the single and double is the double leaf has advantages as following: Its higher above the water level with the same span. Rapidly opening Large navigation headway while its closed. Provide less wind resistance. Require small counterweight. Require small machinery. The disadvantage is that the double bascule bridge requires two times as much of every part. Untitled.png Figure 19 Double bascule bridge with counterweight below the deck road Many types of bascule bridges have many failures, where as the Rolling lift type Scherzer type invention solved these problems with distinct advantages: As it rotates it pulls itself out of the way of navigation. Provide more clearance to ships compared with other types from the same class. It does not have to open at wider angel as the other type of bridges to give a clear way for the ships. Rolling bascule Lift Bridge has one disadvantage such as it does not pivot about a hinge point, instead utilizing a rack and pinion mechanism to maintain the support and alignment. Figure 20 Fixed-trunnion Bascule design Figure 21 Rolling Bascule The common type of design is called Chicago Bascule this structure of it is much better than the others where it is a fixed-trunnion bascule design, the bridge pivoted around a large axel when trunnion slopes upward, see figures 20, 21 and 22. rackpinion.gif Figure 22 Rack and Pinion mechanisms The difference between Double-leaf Bascule Bridge and Swing Bridge. Double leaf bascule bridge with overhead counterweight Advantages Disadvantages It works as a cantilever for both dead/live load and its simply supported for live load. Overhead-counterweight is exposed to vandalism and perhaps blocks aspect of view. The mechanisms can be avoided from the bad weathering and risks of vandalism by place them underneath the road deck. 2. The power required from the machinery to move the span is proportional to the max wind speed over large area of deck. Provide great opening and closing compared with swing beiges. Provide clearance to small boasts without fully opening. Swing bridge Advantages Disadvantages The power required from machinery to move the span is not great as for bascule bridge Its required more time for opening and closing compared with Bascule Bridge. The machinery is under the deck but part of them dipped into the water. Long pier required to protect the span and this block the scene of the view. Does not require building cofferdam for piers and foundation construction and protection. The old Bascule Bridge of Whtiby. The earlier bridge was Bascule Bridge constructed before the existing swing bridge in the heart of Whitby. The bridge was manually operated before replacing it by hydraulic operated swing bridge. Therefore, proposing to build new modern bascule bridge can bring back Whitbys historical heritage and remember the local people to their history. Improving or Replacing the Swing Bridge. General. As a result from the current condition of the swing bridge must be maintained by  £60,000 annually. On the other hand after few years it might to be carry maintenance with high cost. Therefore to construct new bridge with good specifications wont be maintained at least for the first decades. Basically its suitable to construct new bridge that might cost around  £350,000 thousand instead of using it for maintenance on the current swing bridge. The new design will avoid all the environmental effects, high cost of maintenance, and traffic congestion within the bridge and greatly reduce the risk exposed to pedestrians. Therefore, it is highly recommended that the Whitby should have a new bridge rather than spending money on providing maintenance to the swing bridge. The Viable Solution. The viable solution, whichever to improve or replace the Swing Bridge has been decided to replace it with new bascule bridge in the same location. The new bascule bridge will be used just by pedestrians and freight cars due to the area surrounding the current swing bridge it will be pedestrianized refer to New Development. As for the traffic, new bascule bridge will be constructed in the upper Harbour zone from New Quay Road to Church Street Car Park, refer to New Crossing. It will be used by traffic and pedestrians in order to reduce the traffic congestion and danger/risk exposure to pedestrians. The good advantages of this viable solution are: The new bascule bridge between the Church Street and New Quay Road will be constructed first and use the current Swing bridge as temporary bridge in order to reduce the cost of the construction. When construction is finished the current swing bridge will be replace with new bascule bridge which is just for pedestrians, and bring back old memories of first bascule bridge. When the construction of new pedestrians Bascule Bridge will be finished, so the tourist and local in peak season they will be comfortable to walk along the bridge without any congestion, no fear from traffic and enjoy the scene of the Harbour zone centre. Proposed location of new bridge. General. The locations are important to verify the reason of chosen bridge type, as well as proposing locations are useful to choose the appropriate position for the bridge. The location should be reasonable to match with other locations and suggestion of New Developments. Therefore, it should be easy to access and satisfy the users. All locations that will be proposed must not ruin other places and New Quay road to Church Street via Bridge Street. This proposal shows where the new pedestrians bascule bridge will be constructed which is in the same location of current swing bridge. When the new bascule bridge will be used by pedestrians the narrow road on both side will sufficient for them and enjoy the scene the Harbour zone, there wont be any demolishing required, no affect to ships owners and their parks and the old swing bridge can be placed in museum as memorial, as shown in figures 23 and 24. Figure 23 new pedestrians Bascu7le Bridge Untitled.jpg Figure 24 new pedestrians Bascule Bridge New Quay Road to Church Street. New bascule bridge for traffic and pedestrians, Refer to New crossing. Deck design of new pedestrians Bascule Bridge. The deck design of the bridge will be formulated to fit the maximum possible amount of pedestrians without any risk. In order to comply with the safety of the pedestrians the dimensions as the following: The comprehensive width of the deck is 6m. The total length of the deck will be the same as the total length of the bridge which is 43m as shown in figure 25. The overall thickness of the deck from the centre is 200mm and it descends to 190mm to both side ends of the bridge. This inclination counted for the drainage system. Concrete slab thickness is 0.15 meter. Historical brick thickness 0.05 meter. See figure 26. Handrails will be in the same dimensions for both sides. The recommended material that can be used for the Handrails is aluminum alloy which is can resist the corrosion from chloride spread from the air. Street lights will be installed on the bridge to enjoy the view during night time. The deck pavement will be brick covering the layer of the concrete to match with surrounding building and protect the history of the town. As well as for the piers. The material that will be used for the deck is composite concrete, this type will be used because it takes time to reach the certain rigidity in order to steel deck can serve as bracing for all horizontal forces. The beams that will be used to carry the load of the deck are I-beams; the design contains two beams parallel to each other along the length of the deck. The best steel beams type can be used that can resist the corrosion is galvanized steels beams and also can be painted to prevent it from revealing to chloride attack. Figure 25. Front elevation Figure 26. Section of deck and pier General assumption calculation for the pedestrians bascule bridge attached with next sheet. New crossing Proposed location of new bridge General The locations are important to verify reason of chosen bridge, as well as proposing locations are useful to choose the appropriate position for the bridge. The location should be reasonable to match with other locations. Therefore, it should easy to access, comfortable size and satisfy the users. From the viable solution of swing bridge that will be pedestrianized and the area around. So new crossing must be provide to solve the matter of traffic, its have been decided that new bascule bridge will be constructed for both traffic and pedestrians as a part of the viable solution. The best location of the bridge has been decided to be build between New Quay road and Church Street. New Quay Road to Church Street This proposal illustrates the location of the bascule bridge that will be constructed almost parallel to the swing bridge. This location has good advantages due to non narrow road, there is no demolishing required except on the river banks where the bridge is connected to the both sides. Having look at to the site, on the side of New Quay Road the pedestrians pathway has adequate space can be widen in order to construct the two lane new bascule bridge, in the other side the traffic and pedestrians can easily get access to Church Street throughout car park, the main advantages of these two sides are: Its easy to construct. No demolishing required to any houses, historical building or shops. Wont affect any boats, ships parking Wont have any objection from locals, or vessel owners. Figure: shown traffic from New Quay Road to Church Street Deck design of new traffic and pedestrians Bascule Bridge. The deck will be designed for pedestrian and traffic, this design should accommodate both of them without having any traffic congestion and avoid pedestrian from risk. Therefore, the design must comply for both of them. The dimensions will be as following: 13 meters overall width. 4 meters wide for each lane. 2.5 meters wide for pedestrians pathway for each side. 0.29 meter total thickness from the center of the deck sloping down to 0.28 meter to the ends parallel to pathways. This allows water to drift sideways to drainage system. Concrete slab thickness is 0.15 meters. Two layers of tar thickness are 0.12 meters. 0.02 meter bitumen thickness will be covering the concrete deck. Handrails will be design The Handrails design will be on both sides to prevent pedestrians to step out on the road. Therefore, the hazard will be greatly reduced for pedestrians. The perfect design of Handrails should comply with the decrease of risk. So the design of handrails on the side next to the road will be 500mm height concrete barrier and 500mm handrails above the concrete. As for the material used, composite concrete will be used in the deck because before the concrete reaches certain rigidity, steel deck is needed to serve as bracing for all horizontal forces. The best of handrails material its recommended to use galvanized steel handrails. The assumption calculation procedure for the new crossing is the same as new pedestrians bridge but the structural dimension will be different depending on the load because it has different material such as Asphalt, bitumen and concrete etc Abutment: for both bascule bridges. The abutment is the structure that conveys the load from deck to the pile cap. Thus, the size of the abutment is 3mÃÆ'-3m on the top part, and 2ÃÆ'-2 on the lower part, as shown in figure Cofferdam: Construction for both bascule bridges. Before construction the foundation, essentially required a cofferdam to be constructed to prevent the water from entering into foundation construction area. Sheet of steel plates that are joined together is commonly used type due to ease of penetration and pull out of the ground. Therefore after construction of the cofferdam the water need to be pumped out. Construction of counterweight: for both bascule bridges. The counterweight duty is to balance the closing and opening of the bridge which are called counterweight heavy and heavy span or held on position , the design of counterweight usually 1.5 1.7 times of the overall weight of the deck. Its recommended to choose 1.6 to provide appropriate counterweight for opening and closing. The recommended type of counterweight mechanism is Rack and pinion rather than using hydraulic pistons system. The Rack and pinion is more economic and easy to maintain comparing with hydraulic pistons system. Calculation of counterweight weight of Pedestrians Bridge. Total load of the deck ÃÆ'- 1.6 = 0 Therefore: 1856 ÃÆ'- 1.6 = 297 KN. Calculation of counterweight weight of traffic and pedestrians Bascule Bridge will be the same as above. Foundations and geology: for both bascule bridges In accordance with boreholes data, the following boreholes 22, 26 and 113 around the area of Swing bridge location are representing different characteristics. The information of borehole 22 shows the following: The depth from the surface up to 4.90 meters, the soil consists of made ground. Starting from 4.90 meters down to 15.00 meters deep, the soil composed of alluvium. The made ground and alluvium soil layers contains of coarse gravel, Sandy silty, Sandy clay, Alluvium soil, these types of soils have different status and properties such as the unit weight, void ratio, low shear strength and high ability to be compacted/condensed. The information of Borehole 113 illustrates the following. Starting from surface down to 2.45 meters deep, the soil composed of alluvium. From 2.45 meters down to 12.20 meters deep, the soil is mainly sand and gravel. From 12.20 meters, countdown to depth of 3.80 meters, the soil made up of alluvium. Starting from 3.80 meters depth layer of alluvium to depth of 16.85 meters, the soil consists of sandstone and glacial. The information of borehole 26 has the same characteristics, properties and condition of borehole 22 and 113. Footing. Based on the soil condition and the deck load the appropriate recommended size of footing of the pedestrians bascule bridge dimensions will be 3m ÃÆ'- 3m width and length. Piles Recommended type that can be used is steel tubular piles. Specification Steel tubular piles (rounded piles). Closed-ended, this means that the toe of the pile is welded with a piece of steel plate, and poured into it with concrete in order to strike the concrete with hummer. Stiffeners can be installed within the piles to enlarge buckling and bending resistance. The propose from using this type because it has common use in marina structure nowadays. Therefore the number of piles to be constructed for pedestrians Bascule Bridge as following: Four piles for each pier. The diameter of each pile is 400mm. As for the new crossing bridge: The footing size and number of piles to be constructed will be different than the pedestrians bridge because the new crossing has two lanes, different deck dimensions and two piers next to each other as shown in figure.. Method statement Introduction This method statement illustrates how all activities or special duties will be carried out. It shows the possible hazard connected with specific works and how to control it, in order to manage the work safely. Scope of works This document act toward with the constructions of three bridges over the river Esk of Whitby. The first bridge is new bascule bridge for pedestrians will be located in the same location of the existing Swing bridge, second bridge is the another new bascule bridge for both traffic and pedestrians will be located on the upper Harbour zone, and the third is to construct new Arch bridge will be situated in the same place of the high level bridge. Health and safety welfare and facilities Impermanent welfare facilities will be provided by the contractor or sub-contractor which will be accepted by the both. Welfare facilities should satisfy all staff which will include canteens, toilets etc. capable qualified personnel and a suitable number of first aid kits should be available during work period. All staff must undergo implement working rules, wearing personal protective equipment that will protect them against all different risks such as safety jackets, helmets, gloves, eye protection, shoes and good quality clothes that can clearly seen etc. General Approach. The construction preparation of the three new bridges will engage activities on the site for new development. The construction of the bridges will be in sensitive places which are important connection between two sides of Whitby in the centre of the Harbour zone. The majority of people and traffic need to move along to get on the other side and its significant especially in the peak season for tourists to enjoy the scene of the Harbour zone and traffic crossing Whitby coming from Tess to Scarborough. Therefore, the construction should be finished in short time. Hence the work duration for both bascule bridges will be as following: Weekdays, 7:00 19:00. Weekends, 9:00 13:00. Irregular works at night if its required. As for the new Arch bridge will be two shits per day as following: First shift Weekdays, 7:00 14:00. second shift, 14:00 21:00 Weekends. Saturday will be at the same time as weekdays. Sunday, one shift from 7:00 to 14:00. Prefabrication of bridge will be carried out off-site if needed. Construction activities on the new two Bascule Bridges will include. Site set up, including offices, services and facilities. Container offices are the economics and fast to build or remove. container_staircase_construction_office_02.jpg Figure 25 Containers offices Construction of piles support abutments of the bridge for both leafs. yourfile.jpground-pile-caps.jpg Figure 26 Steel tubular piles Figure 27 pile caps Construction of footing and piers for the bridge. Namibia_Caprivi_ZambeziBridge_Construction-Pier_1.jpg Figure 28 bridge piers Construction of impermanent fencing and entry gates, provisional noise and dust reduction devices around the site compounds. gates.jpguntitled.JPG Figure 29 Entry gates Figure 30 fences bnb.jpgccccc.jpg Figure 31 Permenant niose reduction Figure 32 Dust reduction devices Construction of impermanent environmental defense works, along with stormwater management and cars, vans, heavy machineries and trucks wheel washer. 5369_ss100_Round[2].JPGwheelwashbig2.jpg Figure 33 environmental protections Figure 34 Wheel washers Construction of cofferdams, the appropriate types for rivers is sheet piles due to its their ability of penetration to many different types of ground, water tightness given by its interlocking sections. cc.bmp Figure 35 Cofferdams Provide special machineries for river bed cleaning, and disposal all the rubbish to unauthorized areas or use it for filling. untitledb.bmpclean.jpg Figure 36 Excavator for river cleaning Figure 37 clam shale for river cleaning Provide pile drive machinery for piles installations. pile-driver-image1.gif Figure 38 Pile drive machines Constructions of temporary structures and footing demanded for the launch of the bridge for both sides if required. Activity includes preparation of hardstand areas for crane access and a long steel structure for the fabrications and set up of the bridge. Setting up and testing of establishing equipments. Proper lights should be installed in right places that will be used during night works. trip_kashaf.jpg Figure 39 site lights Provide appropriate cranes that can carry all parts of the bridge and arrange locations for standing whether if it on either sides or using barge crane. crane_page4.jpgBargeCrane.jpg Figure 40 heavy crane Figure 41river heavy crane Installation of security guards to separate the site construction from live roads such as NJ-barriers or fences or others. P145-01.jpguntitled.bmp Figure 42 NJ-barriers Figure 43 cones Site survey of the area designed for the passage and location of the cranes to be having a part in the setting of the bridge. Rearrangement or construction of protection works of existing services probably to be affected by the setting operations. Removing the Swing Bridge. Set up the method to remove it with any damages to the swing bridge. Provide cranes for uplift each span whether from sides of the bridge or by barge carne. Demolishing the foundation and recycled if its in proper condition or use it for land filling. All staff must have an experience about removing heavy structure to ensure that the bridge will be in the same condition after removing. Provide trucks or ships that can carry the weight of each span. Clean/wash the spans and all parts from any impurities that can affect the environment. Construction works during weekends for the launching of the bridges. Working together with energy company staff respecting power failure and other safety routines. Formal approval that the lanes, paths, roads surrounding area of launching to be closed for the weekends and first night for people safety and avoid any vandalism actions. Installation of floodlights and other possibility measures determined by the risk analysis. Setting operation. Installation of the bridge on its permanent bearing. Construction time period. The duration of the project depends on the obtainability of tracks to accomplish the removing and construction of the bridge. Removing of Swing Bridge depends on the plan, equipments and labours. Construction of foundation and piers can be fulfilled in normal times. The construction of the bridge will be divided into different stages: Stage 1: Consists of construction of the pile installation, footing, piers, impermanent structure and prefabrication of the bridge and precast elements if it will be provided. Stage 2: Launching of the new bascule bridge, which wont to take long time. Stage 3: Two day plan to check bridge deck