Afterschool program Essay

The combined efforts of the Washington, DC School system and the Woodson Foundation in the development of an Afterschool program to help increase and improve student outcomes. They have identified amply room for improvement. Three of the primary problems in the Washington, DC School systems are truancy, low student performance, and crime. They have also identified new staff (teachers) are quickly burnet out due to their initial enthusiasm in to want to help the students. This has caused a high turnover rate in new teachers, causing the school system to lose some of the best and brightest teachers to other school system in the area. The first stage in building a coalition is to select a representative from each of the organizations which will be involved in the program. This will give equal representation across the team. It has been identified that an Executive Development team should be established. This team will span across a multifunctional area to establish an operating plan for improving school performance. Participation from the Woodson Foundation and Washington, DC School system is the key element of a successful Executive Development team. However, representation from the National Coalition for Parental Involvement in education (NCPIE) should be considered, because they represent for the parent on the behalf of the PTA. The Coalition is in the forming stage of group development. A representative from each of the organizations will need to be assigned to the group. Then the group will need to figure out the groups purpose, structure, and the leadership of the group. In order for the Woodson Foundation to create this cohesive group, the stages of group development will need to be followed. The next step in the group development is storming. The representatives of the different organizations accept that the Executive Development team is needed, however each organization has their own principles they feel is important to the development. The leader is also established in this stage and there is a clear hierarchy of leadership. The third phase is Norming: In this stage, the Executive Development team has a solid group structure and a set of common expectations. Roles are established within this cohesive group.  The fourth stage is Performing: The structure of the Executive Development team is functional and all members accept it. The team is performing the tasks at hand and successfully completing them. The fifth stage is Adjourning. Even though the team is adjourning, they will collect the detailed analysis and put together a presentation of the Operational plan for improving the student’s performance in the After School program. Their findings will give clear direction of how to get the ASP going. One of the primary problems the Woodson Foundation is facing is what organization will lead the Executive Development team. In order for the leaders to lead this primary team, strong leadership and management is needed for top effectiveness. Today’s leaders should challenge themselves to identify status quo, create visions for the future, and inspire organizational members to want to achieve organizational goals and visions. The representatives from each organization of the Executive Development team, has their own vision as to why their organization should take the lead in building the team. The secondary problem the Woodson Foundation is to identify goals and objectives. The Woodson Foundation primary objective is outsider involvement to get a bigger and clearer picture of the program. NCPIE primary objective is having parent imput. They feel the Woodson Foundation can come in and do all they want, however if the parents do not participate the program will not work. Washington, DC School system primary objective is to let the professionals get the job done. The administrators feel they have the background, education, and expertise to spear head the program. These various backgrounds will enable the Executive Development team members, to have an understanding of the needs of the children participating in the ASP. One solution to the problem is building trust between coalition members and parents. The leadership will need to create an environment of trust that is conducive to all. Trust facilitates information sharing, encourages taking risks. However, trust builds a more effect team and enhances productivity (Robbins, pg 315). My second solution would be to identify and define clear responsibilities within the group. Each individual must be responsible and successfully complete research, presentations, and analysis for their areas of focus. This can clearly be accomplished by soliciting input from other team members (Robbins, pg 316). Each member of the group should have some type of training in managing diversity, conflict resolution, team building, and team cohesiveness. All members should have a clear understanding of their roles within the group and promote a climate of trust. Having a clear understanding of the leadership and its structure would better serve the Executive Development team’s primary function. Work Cited Robbins, Judge, Stephen P., Timothy A. Organizational Behavior. 15th Edition. Pearson Learning Solutions, 2012. VitalBook file. Bookshelf.

Improve Counselling Skills Essay

For this assignment you need to keep a journal for the first few weeks of the module. The aim of the journal is to reflect on various aspects of professional practice, study challenges, or any other feature of counselling work or study. You do not hand in the journal. Using the information gathered during this process you will write the practice task reflecting on your professional practice that includes three professional practice goals. It is recommended that you make a brief entry in your journal everyday in which you record events, situations, information and your insights related to counselling. Ensure that identities are protected and the focus is ultimately on you and not on others. Journal Writing Guidelines: Each daily entry should cover: the events that occurred on that day which relate, whether directly or indirectly, to your professional practice and study of counselling how you felt about these events what skills you observed that you demonstrated what skills do you think require further attention and growth the element of professional practice or study that you most struggled with on that day the element of professional practice or study that you felt most comfortable with on that day Your Reflective Practice Task requires you to examine the following aspects of your professional development: 1. Overview of 3 events from your journal 2. Your current knowledge base (this does not necessarily have to be in the counselling field. Most of you will be tapping into volunteer experience, work experience, lived experience – like relationship / parenting, or prior study experience in which your skills are transferrable to counselling). 3. Your breadth of experience to date and what you have learned from these experiences 4. Your professional practice strengths and weaknesses 5. Your professional aspirations 6. You will need to set three professional practice goals for yourself, with each goal statement demonstrating an adherence to the SMART process. You MUST apply the SMART MODEL when setting your goals. 7. How do your goals align with your values in relation to your practice 8. Lastly describe a goal for self-care protection in relation to counselling Lecture notes, articles and other reference materials will be beneficial to this process, and your ability to build on and reflect on your professional practice. Referencing In academic writing referencing is critical. Referencing is about ensuring that the sources you have used (authors, journal editors) are honoured. The ACAP manual or the Educator cannot be used as references as we are merely conveying information that others have published. It is NOT compulsory to reference and you will not be penalised for not referencing. I am just suggesting that it is an excellent study habit to get into. Although ACAP and other universities use the APA6 referencing style – I do not care what style you use – even if you put the author in brackets that’s great. See the VET 2012 Referencing Guide Link : http://my.acap.edu.au/moodle/pluginfile.php/27484/mod_resource/content/1/Reference%20Guide%20%20for%20VET%20students%20%20v2.pdf Structuring Your Reflective Practice Task This task allows you to use 1st person writing – that is using pronouns like I, We, They, Us, Them etc. I suggest that you use the following headings or use the question numbers to help you focus and stay within the word limit: Current knowledge base This does not necessarily relate to direct counsellor experience. Reflect on the other ACAP subjects you have studied to date, other courses you have completed in the past, work experience, personal experiences (parenting, your own counselling experiences as a client, relationship, volunteer work, previous studies, etc). You are wise and bring a wealth of knowledge and skills to the module and field. Breadth of experience to date and what you have learned from these experiences I expect that many of you will not be currently working in the counselling field so your professional breadth of experience may be fairly limited. It is important to honour all the work and lived experience you bring to the course and field. It is okay to acknowledge that your experience to date may be professionally limited but identify areas in your current work environment or personal life where counselling experiences are present. Remembering that skilled conversations with others involve using counselling skills like active listening, empathy, unconditional positive regard, attending, etc.

Reward Management Essay

Recently, Reward Management is an important role in Human Resources Management. Many organizations realized the benefit of the reward system , in a way that it could reinforce the employee’s performance, enhance motivation and gain their commitment. For example, when employees know that rewards are tied to their performance, they will try to perform better and take ownership of their jobs. Also, it is a motivation that makes employees evolve a sense of accomplishment and take pride in their work, which in turn increases ownership. Remuneration is a major feature for employment. It is the reason that why people are working. The contribution of employees to the organization can be compensated in terms of monetary or non-monetary terms. Remuneration does not just compensate employees for their efforts, but also affect the recruitment and retention of talented people. There are three recommendations for improving performance by using modern reward management techniques. First, we would recommend that remuneration to be linked to performance, linking to the pay to the quantity of the employee’s output or productivity charts, and therefore the remuneration with be depending on the result, whether the outcome is to be of good quality or outstanding quantity. Another type of performance-linked remuneration is performance related pay, where the performance of employee is measured against previously set objectives, or compared with the various tasks listed in the job description by using performance appraisal system. Based on the above features, we propose to add in these kinds of features into the reward system. We can hold some reward planning, which is related to pay that to encourage most of employees. Secondly, staff motivation can be enhanced through the reshaping of working routines and hours. Nowadays, many employees have complaint about the long working hours and the private life being invaded. However, reducing working hours is not always possible due to the huge amount of workload. In order to deal with the problem, we would recommend flexi-working hours. The concept of flexi-working is to suit the convenience of the employee without influence the organization’s functioning. Nowadays, many people are busy on working, studying and managing their family life. To such extent, flexi-work allows flexible entry and leaving times for employee, which is beneficial for employees in managing their time schedule. Being able to manage their work, study and family life, they are able to obtain a work-life balance, and thus being able to increase their productivity, decline in absenteeism, and reduction in employee turnover and increases their moral. Thirdly, competition among work increases vigorously, and employees tend to undertakes different training courses or opt for further study. As a result, we would recommend the linking of training or education sponsorship with the performance. For example, if the employees opt for a course related to their job nature, the company can sponsor their cost of training. In order to enhance performance, we suggest the amount of sponsorship to be linked with the employee’s performance, and the payment is to be made upon the successful completion of the course. To such extent, the employee’s motivation to perform is enhanced, and they are more willing to equip themselves with the necessary skills related to their job. In conclusion, reward management is essential in managing the performance of the employee. Remuneration is the major and yet the most essential element in employment term, and therefore managing the reward system can effectively enhance the employee’s performance and motivation. Yet, both monetary and non-monetary reward can be used for the aforementioned purpose.

Data warehouse Essay Example | Topics and Well Written Essays - 2000 words

Data warehouse - Essay Example ehouse is a silo of data gathered from multiple data sources that is coming from wide-ranging sources and forming an all-inclusive database by filtering the old and new data based on business logic and the need of the organization. Data warehousing is the concept of using data from the data warehouse for further processing and getting business intelligence information in an organization. In a data warehouse the flow of data and information has to be continuous, systematic and structured in a manner so that decision makers at every level in the organization can do data mining, query the data to get desired answers, systematically use it for further processing in their decision support system. Data warehousing is an information technology based system that integrates data from other business processes and business occurrence, filters and stores it in a systematic manner and allows the business verticals to use these data or information effectively. Data warehouses are traditionally setup to update the operational data on a daily basis. There will be search engines, queries and filters inbuilt into the data warehouse system. That is why it is also termed as ‘operational data stores’. Data warehousing is one of the basic requirements for implementing an effective Enterprise Resources Planning (ERP) or Manufacturing Resources Planning (MRP) in any organisation. The success of any business strategy system and tools are dependent on the maximum control over the data or information flow. The control over the business –data is possible through the maintenance of a centralized data store. A centralized data store can be readily accessed by the management and various departments for effective decision making and planning the operational schedule. An ideal MRP system will provide the managers and departments with updated stock information and activity schedules that help in formulating effective production strategies in addition to facilitating improved visibility of

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

Ask - Essay Example She says â€Å"She wasn’t at all serious when she had to be and nice when it requires. Interpreting her conversation wasn’t difficult. She made is clear that I wasn’t professional enough to be promoted† Did the vice president use the leadership styles in addressing the issue of the banker? 3. It is apparent that the banker was not happy because the vice president didn’t seem to pay attention to him/her. He/she says â€Å"When we started discussing the case, she was less interested and no eye contact was made between us (her eyes were always on her Monitor and very minimal on me)† Did the vice president use the correct communication style in addressing the banker’s issue? 4. During the conversation, the manager thought â€Å"I have been working for three years straight learned everything I can and how can I learn to become a fully-fledged manager if neither you nor the other managers have time to teach me anything to further assist me.† Could the banker’s feelings and thoughts have influenced the outcome of their conversation? 5. In terms of managerial skills, the vice president told the banker that he/she wasn’t professional enough to be promoted. What does the banker need to know about leadership before being promoted to a managerial post? The said subordinate is alleged to have gone against the rules of the company by disclosing important financial information. According to what transpired between him/her with the financial manager, the following insight questions can be deemed appropriate. 1. The manager is alleged to have jumped into conclusion even before conducting his own independent investigation on the alleged misconduct of the sub ordinate. Are these assumptions by the manager indicating good managerial skills? 4. The subordinate is seen to engage the manager in some heated conversation. He asked the manager â€Å"Is this always your leadership style?†

Midterm 2 Essay Example | Topics and Well Written Essays - 500 words - 1

Midterm 2 - Essay Example For a country to increase its species, it had to export more than its imports. Since manufactured goods were highly expensive compared to agricultural products, nation’s importing manufactured goods were richer. Mercantilism recommended Britain to import agricultural products from its colonies such as America and sell them manufactured goods. After independence, America intended to manufacture  it citizens’ expertise to limit their dependence Jefferson, however did not consent to  the decision. When answering a French diplomat, Marbois, on the state of manufacturing, commerce, and interior trade, Jefferson recommended that the county should not focus on manufacturing but rather concentrate on agricultural production. He recommends that the county Virginia should focus on agricultural production and let the British manufacture what he see as a partnership. He believed that small sufficient farmers were the best citizens and that God chose the labours in earth. This is because they were hard working, more trustworthy and more moral. Alexander Hamilton, in 1791, proposed an economic program aid for the national infant industries, through high tariffs (Hamilton 5). Economic program aid aimed at protecting American companies from foreign competition government subsidies and improvement of internal transport, which could make transport cheap for American industrial use. The intension was to clear the British manufacturing hood in America. He argues that manufacturing does not only earn revenue but also render the produce of greater importance. Unlike Jefferson, he was determined to make the nation self-dependent by fully producing products that its citizen may depend. Finally, he gives it an economical view that the country can export its products to earn it more income, unlike Jefferson’s partnership view Both the declaration and common sense enlightened Americans to advocate their rights to equality and freedom from

Moral Permissibility of Abortion Essay Example | Topics and Well Written Essays - 1500 words

Moral Permissibility of Abortion - Essay Example Finally, moderate view supporters will consider the stage of fetus development and suggest that abortion is possible at the early term. In this essay, I will argue that despite the fact that Deb has a legal right to terminate the pregnancy, she needs to choose a solution which would give more positive consequences that the opposite one. Pro-life critics would oppose this argument saying that there is not case where human life can be taken away by other people. Human life is the biggest value. However, challenging the way people define ‘human’ and ‘sentience’ can lead to acceptance of abortion under some circumstances. In many ways, moral permissibility of abortion depends on the state of fetus development. According to Sumner (1981), human fetus is not static in its development. First of all it is constantly developing. Second, it is developing gradually and, third, there is a huge difference between the beginning of the pregnancy and the end of pregnancy where fetus is well-developed (Sumner, 1981). When a woman becomes pregnant, there is only a zygote in her body which does not look and act as a human being. In the process of development, zygote transforms becoming more developed and human-like. During late stages of pregnancy, the fetus is already well-developed. If a child is born being seven, eight or nine months, it can survive with the help of doctors. This fact proves that sentient characteristics in fetus develop in time; they are not presented in zygote initially. Thus, abortion during at the early term is permissible. These three characteristics used by Sumner (1981) in moral reasoning of abortion lead to the rejection of the main argument of prohibitionists as it does not consider that fact that pregnancy is a dynamic process. Conservatives argues that abortion is evil under any circumstances because it is the act of killing a

There is 100 topics to choose from Essay Example | Topics and Well Written Essays - 1750 words

There is 100 topics to choose from - Essay Example E-Learning is a type of education which helps the students to learn with the help of internet and computer. Individuals can access internet and enrol into courses through which they can gain knowledge. The ease of access to educational resources has improved the overall learning environment, while at the same time, there are a number of ethical, social and professional issues that have emerged in parallel with the emerging e-learning facilities as we shall discuss in the following lines. A question arises after reviewing the current situation in the world as to if ‘in the future will people still put pen to paper’ ? (Alan 2007; Rosenberg 2001). Discussion The widespread use of computers in our daily tasks like shopping, education and communication has created a ‘digital divide’ between those who use the modern technologies and those who for some reason or merely lack of interest do not use it. The effects of this ‘digital divide’ are so profound that the life patterns of the two classes show vast differences. Whether used in schools, universities or for professional training at work place, well planned and designed e-learning facilities greatly enhance the learning experience. ... However, while developing an e-leraning application for a college/university, one must consider the associated ethical, professional and social issues (Bruckman 2002; Adelsberger 2008; Rosenberg 2001). Stamatellos (2007) explains some of the ethical issues which are associated with the use of computers and internet in the fields of education, health and business. However, the focus of our study will be limited to the educational field. The ethical issues revolving around e-learning include: computer crime and security, Privacy and Anonymity, intellectual Property, Computer Reliability (Stamatellos, 2007). These ethical issues involve the security threats that exist while working on online databases. Some of these common threats include viruses, hacking software and programs, misuse of information and invasion of private material and illegal use of individual’s information. The laws related to intellectual property are also violated in the e-learning environment, mostly by the students. The plagiarism issue is one of the examples of those law violating activities. Students, teachers and other people are equally at a risk of violating such rights and laws. Computer reliability is another major factor which needs to be considered while designing, or implementing an e-learning application. Since, the data, information and important records are all stored in the computer memory and are uploaded on the websites; there are threats to those records and information. Computer memory is delicate and may be formatted easily. A virus, electricity problem or other issues may erase or end up in erasing the important information stored in computers. However, the information carried on the websites have external threats from hackers and law violators (Cross 2005; Welsh et al

Causes of Misunderstanding between Men and Women Research Paper

Causes of Misunderstanding between Men and Women - Research Paper Example The author applies these differences specifically in the way the sexes manage a business organization. While women "tend to soften their demands and statements," men opt to give direct orders. Generally, women are also apt in asking more questions than man. The article stressed that culture is pivotal in this distinctions. Women are raised to be more nurturing and maintain harmonious relationships while men aren't. The author, however, emphasizes that generalization about the characteristics of men and women based on the way they communicate are invalid. On the other hand, Turner explored how the way men and women think affects the way they communicate. Turner stated that a lot of factors influence the words that people say. However, people's words often reveal their thoughts. Thus, disparities between the communication techniques of the two sexes can be best explained by their thoughts. It is asserted that men tend to think more of reasons and engaged in more logical discussions. Women, on the other hand, think more of their emotions as manifested through their conversations. As men tend to engage in rational discussions, a common stereotype attached to them is "rationality." On the other hand, women are always regarded to become more emotionally attached and are often branded as "intuitive" since they don't really assert their opinions.

Effect of Salinity and Brine ionis Composition on Wettability Essay

Effect of Salinity and Brine ionis Composition on Wettability Alteration - Essay Example Disturbance of the equilibrium by injection of low salinity water results into formation of new equilibrium between the different phases. Such formation establishes increase in oil recovery process especially during production and alteration to favorable wettability. Activation energy remains imperative in the wettability alteration process especially in controlling chemical reaction rate that exists between injected water and the mineral surface. During period of water injection, there would be absence of oil recovery and wettability improvement if there is slow rate of reaction. It is indispensable to note that inherent reactivity of ions within the injected water and strength of bonding existing between mineral surface and polar oil components defines the needed activation energy mainly for wettability modification. According to Doust et al. (2009), there exist difference in chemical bonding between negative polar components of crude oil (carboxylic material) and negatively charged sandstone rocks and the carbonate rocks that have positive charges. The inherent aforementioned charges remains imperative in promoting difference observed in wettability alteration mechanism. Consequently, there exist possibility of removing organic material from carbonate rock mainly at high temperatures through surface reactivity increment of potential determining ions including Mg2+, SO42-, and Ca2+. Moreover, within sandstone rocks, there exists essentiality of organic material adsorption mainly for low salinity water effect. At higher temperatures, organic material desorption is essential in achieving a low salinity water injection more pronounced effect on carbonate rocks. Essentially, there exists impossibility in realizing reliable chemical reaction model that demonstrates multi-ion exchange (MIE) mechanism within sandstone. During decreasing salinity, adsorbed ions net desorption

The Reform Era of Policing (Foot Patrol vs. Automotive Patrol) Essay Example for Free

The Reform Era of Policing (Foot Patrol vs. Automotive Patrol) Essay I. Introduction Police patrolling is very important in a certain community whether using an automobile patrol or simply by just foot patrolling. But of course there are advantages and disadvantages between these two in terms of keeping order in the community, responding in the crime or accident scenes, apprehending some criminals or violators. Â  What are the advantages and disadvantages of using an automobile car when patrolling than just by simply just foot patrolling or not using an automobile car and vice versa? What is better to use in keeping order in community, responding in crime or accident scenes, or apprehending criminals or violators? II. Police Foot Patrolling vs. Police Automobile Patrolling Policemen patrolling without using automobiles of any kinds have many advantages. First policemen who are foot patrolling are the economical and cost-effective type of police patrolling because it does not need an automobile to their jobs and of course gasoline in order for the car to function. Policemen not using vehicles are more acquainted at the people living in a certain community. They can talk to the people face to face. people trust them and have open communication with them with regards to the problems in the community Compare to policemen patrolling using their vehicles they do not talk frequently to the people in the community because they will just arrive if somebody calls for help because there is a crime happening. They can easily notice or see if there is a crime or problems that are happening and they can easily respond to the situation. Unlike for policemen using automobiles just only waiting if there such crime that is happening. People feel safer when they can see policemen patrolling in their areas because some criminals will not attempt to do violations or crimes if they can see policemen just walking within the neighborhood unlike for policemen who are only visible when the crime is already happening like in chasing criminals or violators. Policemen who are foot patrolling can chase criminals even in the crowded people, people who are in a hurry for their works or just simply walking across the streets. Policemen patrolling using vehicles cannot because they cannot pass by in a place crowded with people because if they do they might run over some of the people that could eventually injure or kill them foot patrolling can chase criminals who ran in fields or in places filled with trees like forests unlike policemen who are vehicle patrolling cannot because their automobiles cannot go to places like that. Foot patrolling policemen can chase criminals who jump over fences, hedges or barriers unlike vehicle patrolling cannot because they are using cars and cars cannot jump over fences or hedges. (Tyler, 2001) But of course there are also disadvantages in foot patrolling. Foot patrolling policemen are slower to response in problems such as criminal scenes they have a poor communication with other foot patrolling policemen. Weather affects jobs of foot patrolling policemen. If the weather is not good, they will just stay in a place far in some people doing some scenes or violations. Foot patrolling policemen spends a lot of their time in the office. Most of patrolling policemen are rookies or new to the service. They have more things to know in order to become an expert foot patrolling policemen. Most of foot patrolling policemen are lazy sometimes they do not do their jobs. Some do not respond to the calls because most of them are not in the departments they are just in some place foot patrolling. Some neighborhood is just too large for the foot patrolling to cover all that is why there are some criminal activities that are not responded. Some criminals and violators do not receive enough or proper punishment because of legal constraints on arrest. Chain of command does not work because some of foot patrolling policemen do not follow the programs or duties assigned to them by their superiors they just do the things to them are enough or appropriate. Some people in the community want to be out of their community if the community they are living in is not that rampant in terms of crimes. The expectations of the people in the community is too high to the foot patrolling policemen where sometimes that expectations are not met making the people frustrated. Some calls are passed to the foot patrolling policemen by the vehicle patrolling policemen making them doing some work that others should do. There are many calls within the community that foot patrolling policemen cannot respond to all of them. Some of the problems or demands of the foot patrolling policemen are not addressed by their officers because they are in the community which is far from their departments where they can voice out some of their concerns. And lastly some of the foot patrolling policemen has lack of dedication in their duties to the community. (Trojanowicz Pollard, 1986) Like foot patrolling policemen vehicle patrolling policemen also have advantages and disadvantages. There are many advantages in terms of policemen using cars or automobiles for patrolling. Some of the advantages are It is easy to chase a criminal or violators running away for a criminal act or violation that they have done when the policemen patrolling are using cars or automobiles even though the criminals or violators are also using any kinds of cars unlike in foot patrolling policeman if they are chasing criminals who are using cars they will have difficulty chasing them or worse the criminals can escape and they will not be caught and punished for the crime or violation that they have done. And once they are caught the policemen who captured them can send them immediately to the police department or jail. It is easier to respond for the policemen when they are using automobiles when some people are calling them for help because an emergency or crime is happening because it is easy to arrive in the place where it is happening unlike in foot patrolling policemen because they are not using cars they might arrive in the said place that the criminals have done their criminal act or they have escaped and leave the place already. It is easy for the criminals to notice if there are policemen around if policemen are using cars for patrolling and once the criminals has noticed it will stop them from the crime or violation they going to commit. And lastly, if the police are using cars when they are patrolling they can cruise around the neighborhood and can check or investigate if there is a crime or possible crime that might happen.(National Institute of Justice (U.S.), 1995) But of course there are also disadvantages in using cars for police patrolling. Some of the disadvantages are it is costly and expensive. The policemen should take care of their cars so that the cars will be maintained for a longer used and once it is totally wrecked and the policemen can no longer use them, the government have to spend money to buy cars for their replacement. The government also spends money for the maintenance of these cars and of course for gasoline in order for these cars to function. (Inter-university Consortium for Political and Social Research., 1999) III. Summary and Conclusion Police patrolling are very important for a community to retain peace and order whether they are foot patrolling policemen and the ones using cars or automobiles. There are many advantages and disadvantages for both depending in the place the crimes or violations are happening but they are both needed by the community so that crimes and violation in the community will be lessened or totally be eradicated. RERERENCES: Inter-university Consortium for Political and Social Research. (1999). Effects of Community Policing on Tasks of Street-Level Police Officers in Ohio, 1981 and 1996. from http://webapp.icpsr.umich.edu/cocoon/ICPSR-STUDY/02481.xml National Institute of Justice (U.S.). (1995). Community policing in Chicago : year two. Trojanowicz, R., Pollard, B. (1986). Community Policing: The Line Officers Perspective. Retrieved March 27, 2007, from http://www.cj.msu.edu/~people/cp/communit.html Tyler, N. (2001). Public Safety in Downtowns. Retrieved March 27, 2007, from http://www.emich.edu/public/geo/557book/d378.police.htm

Graphical Analysis Essay Example for Free

Graphical Analysis Essay This part of the experiment looked at a pendulum to see the relationship between the length of string and the time it took to do ten full oscillations. Unlike the rubber band experiment the results produced a curve. The best-fit curve was produced from a power regression using the Graphical Analysis software and the Ti-83 plus calculator to cut down on systematic error. This fit was much better than the linear regression because more points lie on the curve and it also supports what the textbook says. In both experiments the possibility of errors are a concern; a concern that must not be forgotten. Systematic error is caused by the mis-collection of data or an improper model. One type of error that is always found is random error. It is the combination of errors that are important and calculated differently depending on the circumstances. Relative error gives more meaning to the importance of a random error. It is much easier to see the influence of a particular error when it is compared to the whole to make a percentage of error. The general function to determine error is a derivative of the function multiplied by the error. For example the error formula of y = x5 then the error formula is 54 ? x. The error formula for y = VX is (1 / (2VX)) ? X. Shortcuts can be used when determining the relative error of z when z = xy by adding the relative errors of x and y (? z = ? x/x + ? y/y). This can be done because of the following proof: ? z = x? y + y? x and z = xy then ? z/z = (x? y + y? x) / xy. The shortcut ? z/z = ? x/x + ? y/y is the same equation when a common denominator is calculated as xy. The same holds true for division z = x/y with the same result being ? z/z = ? x/x + ? y/y. Traditionally the equation would initially look like ? z/z = ((x? y + y? x)/y2) / (x/y), which is also the same as saying ((x? y + y? x) / y2) X (y/x). After the y/x is multiplied through then the same equation as the former is produced which is ? z/z = (x? y + y? x) / xy therefore proving the results. Method Part D Part D of the experiment looked at the quadratic function and its unique properties. The quadratic function of y = 10 + 30t 4. 9t2 was graphed using Graphical Analysis. This function represents a ball thrown upwards at 30 m/s with gravity working against it causing a downward motion. Figure 3 shows the resulting graph. This is just a theoretical situation and does not represent data collected. Analysis Part D The graphed quadratic function helps to understand the quadratic relationship more closely. It is a very useful function in physics because it is often seen when using motion. The roots are a very important part of the function. These are the points at which the curve crosses through the horizontal axis when y = 0. To figure this out the quadratic function can be rewritten as: x = -b/2a i Vb2 4ac / 2a. The graph is helpful to quickly see where the roots are. The Graphical Analysis software allowed me to zoom into the roots closer than what figure 3 allows to be seen. Visually the roots looked to be -0. 32 and 6. 44 but with a calculator the equation was a little more accurate for the first root at -0. 317. Using the proper number of significant figures then the answers would be the same whether calculated or visually enhanced. Looking at the equation more closely shows an interesting equation within the bigger one. Before the i symbol is -b / 2a, which is the same for both roots. This is important because the quadratic equation is symmetrical and the -b / 2a equation points to the apex of the curve, like a mid-point. Another note on this point is that the point is also where the slope = 0, which is when the ball would begin falling back to the earth. Conclusion This lab looked at some of the different physical relationships that are current theories or laws. The experiments verified these relationships.

Groundwater Use in Kathmandu Valley

Groundwater Use in Kathmandu Valley Chapter IV A. Groundwater Use inKathmandu Valley Abstract: The Kathmandu Valley, bowl shaped of 651 Km2 basin areas, has gently sloping valley floor, valley plain terraces with scrap faces together with the flood plains. The valley has warm temperate-semitropical climate and intended circular shaped drainage basin with only one outlet. The valley is filled with the fluvio-lacustrine sediments of quaternary age, making three groundwater zones. Only one water supply operator, Kathmandu Upatyaka Khanepani Limited (KUKL), is serving water supply in 5 Municipalities and 48 VDCs out of 99 VDCs using 35 surface sources, 57 deep tube wells, 20 WTPs, 43 service reservoirs and operating about 1300 major valves. The portion of groundwater contribution in total production is an average of 35% in dry season and 11% in wet season with yearly average of 19% in 2011, and found decreasing to 7%, 4%, and 3% in 2016, 2019 and 2025 respectively. Water supply is found to be improved with increasing consumption rate from 41 lpcd in 2011 to 126 lpcd in 2025.If sup ply system is managed with project demand of 135 lpcd, the average supply duration will increase from 7 hr a day in 2011 to 23 hour a day in 2025. Foremost reasons of supplying much less compare to calculated are possibly due to inaccurate forecasting of served populations, absence of effective MIS on water infrastructure systems, and inaccurate estimation of unaccounted for water from system. Outside valley urban centers development, optimum land use planning for potential recharge, introducing micro to macro level rainwater harvesting programs and riverhead forest protection are important alternative options to minimize the gap between demand and supply of the valley. 1. BACKGROUND The Kathmandu Valley is consisting of Kathmandu metropolitan city, capital of Nepal. Kathmandu, an ancient city with a varied history, consists of Kathmandu, Bhaktapur and Lalitpur districts with five municipalities and 99 Village Development Committees. The significance of its historical development is the rise of conurbation in the valley, the design of Pagoda style architecture and high rising temples with stepped plinth basement. After liberation in 1952, the new phase of development began with remarkable change in social status, migration of people to the valley. The general trends of the urbanization remained slow till the mid sixties. Only in seventies, infrastructures like road networks, water supply systems started to develop rapidly in the city. As a result, the valley is growing rapidly and haphazardly. This is the right time to look seriously at the growing urban problems and available water resource in the valley. It is necessary to systematize the settlement, implement the town planning more scientifically and carry out the land use in proper manner so that available water resource potential could be maintained sustainably. There are various development plans for the valley, namely construction of outer ring road, fast track road, railways, urban settlement development and construction of link roads on the bank of the rivers. The shortages of surface and groundwater availability and flood damage are identified problems in the valley. The valley basin is an ecologically important basin. 2. INTRODUCTION:KATHMANDUVALLEY 2.1 Topography The Kathmandu Valley is an intramontane basin, situated in the Lesser Himalayan zone. The lofty Higher Himalayan Range is just about 65 km aerial distance north of the Kathmandu. The valley is unique in its shape and is surrounded by the spurs of Lesser Himalayas. The valley basin is 30 km long in the east-west and about 25 km long in north-south direction. Phulchoki Hill which is 2762m above the mean sea level (msl) in the southeast is the highest elevation point in the area. Shivpuri Hill is about 2700m above msl in the north, Nagarkot is 2166m above msl in the east and Chandragiri is about 2561m above the msl in the west. The lowest elevation point located by the side of Bagmati River is 1214 m above msl. About 55 % of the area is occupied by the valley floor, 35% of foothill and the remaining 10% are mountainous areas. In the valley, the forest (mountainous) area is about 30% of the total area having slope range from 20 to 30%, and remaining area (70%) is having average slope of 0 to 4% as shown in Fig.1. Kathmandu Valley is believed to be a Paleolake. At places outcrops of Tistung Formation are exposed in the valley. There are few other buried hills and river channel in the valley underlying the thick cover of the valley fill sediments. Kathmandu Valley is situated between latitudes 27 °32 N and 27 °49N and between longitudes 85 ° 11 E and 85 ° 32 E. The configuration of the valley is more or less circular with watershed area of 651 km2.   The topographic features of the study area are gently sloping valley floor, valley plain terraces with scrap faces, and talus cone deposition, together with the flood plains. 2.2 Meteorology The climate of the area is warming temperate-semitropical, largely affected by monsoon behavior. The maximum temperature is observed about 36 ° C in summer (May) and the minimum temperature is about -3 °C in winter (January). The major forms of precipitation are rain, occasional hail and fog.   Considering the precipitation received record the maximum annual precipitation within the valley was recorded as 3293 mm in 1975 and minimum was 917 mm in 1982. The summer rainfall occurs mainly in the months of June to September and winter rainfall is also common but not heavy. Kathmandu Valley receives an annual average rainfall of about 1600 mm, which is also the average annual rainfall for the whole Nepal. The mean relative humidity is 75% and the mean wind velocity rises till the month of May up to average of 0.55 m/s and decreases after monsoon until December. The predominant wind directions are west and northwest. Generally the days are rather calm before noon and the wind rises afternoon. The monthly air pressure is almost constant throughout the year, which is about 860 mb. The sunshine duration is in the range between 7 hours and 9.5 hours per day except during the months of monsoon.   The average annual evapotranspiration is 829 mm over the basin. 2.3 Drainage The valley is situated at the upstream reach of the Bagmati River. The Bagmati River is the main drainage, which drains all the water collected in the valley basin to the south and dissects the mountains of Mahabharat range at the southwest of the valley. It originates from Bagdwar in the Shivpuri Hill in the north and flows from northeast to southwest direction in the northern half part of the valley. The watershed area has an intend shape of circular with the outlet of the basin at Chovar gorge, which is the only outlet of the basin. The fluvio-lacustrine deposit filled in the valley bottom controls the drainage system. The major tributaries for Bagmati river are nine in total namely Mai khola, Nakhu khola, Balkhu khola, Vishnumati khola, Dhobi khola, Manohara khola, Kodku khola, Godavari khola and Hanumante khola. Hanumante khola flows towards the west and Balkhu khola towards the east. Mai khola and Dhobi khola flow towards the south. They meet Bagmati River in the central part o f the valley. The Vishnumati, the Bagmati and the Manohara khola, which rise from northern and northeastern of the watershed, join in a place called Teku Dovan in Kathmandu City. Godavari khola, the Kodku khola and the Nakhu khola rise in the southern part of watershed and flow from the south to north to join with the Bagmati River. 2.4 Hydrogeology Hydrogeological condition of the valley is important things to know the groundwater potential and its yield estimation. The valley is located in the Lesser Himalayan region in central Nepal. Bedrocks are exposed mainly in the hill slopes around and only at few places in the valley.   The valley is filled with the fluvio-lacustrine sediments of quaternary age. These sediments were derived from the surrounding hills. The thickness of the valley fill sediments varies according to the undulated pattern of the basement from 78 m in Bansbari upto 549 m in Bhrikuti Mandap as confirmed by deep bore holes (Kaphle and Joshi, 1998). Metasedimentary as well as metamorphic rocks represent the basement/bedrock of the valley. Shrestha(2001) assigned The Hydrological Soil Group (HSG) for each type of geological formation according to its infiltration potential as per SCS (1975). HSG A was assigned for the soil of high infiltration rate, B for medium, C for slow and D for very slow rate. The HSG of the valley is shown in Fig.2. There are two types of sediment material namely unconsolidated and slightly consolidated sediment materials. The unconsolidated materials are found mostly in the northern part of the valley and bank of major rivers whereas slightly consolidated materials are found in other portions. In the valley, silty clay lake deposit ranges in thickness from 180 to 220 meters or more from surface and are predominate in the center and south of the valley. On the other hand no thick silty clay lake deposit exists in the northern valley except deep portion of Dhobi khola well field. Un-confined to semi-confined sand and gravel formation predominate in the north and northeast of valley. These formation ranges in thickness from 30 to 80 m with high permeability. On the other hand, the confined water bearing formation is underlined the above mentioned very thick silty clay in the center and south valley. However this deep aquifer has low permeability and high electrical conductance. The ground water we lls in the north side have penetrated high permeable water bearing formation.   However, the static water level in well field as observed by Nepal Water Supply Corporation (NWSC) has been showing a decline trend since the groundwater development has started. Almost all the private wells are located in the center and south of the valley, drilled into the confined low permeable aquifer underlined the very thick silty clay formation. In the center of the valley, below Quaternary sedimentary formation, pre-Palaeozoic hard fresh rocks are confirmed by gas wells at 450 m below ground surface. 3. GROUNDWATER ZONE AND RECHARGE Recharge into groundwater is a complicated phenomenon especially when considering recharge in a deep aquifer. It depends on many factors such as soil, vegetation, geography, and the hydrological conditions. In general, most of rechargeable areas are confined in high flat plains and alluvial low plains in the valley, because the exploitation of groundwater seems to be difficult in the surrounding high mountains. The mountain ranges surrounding the valley have no possibility for groundwater recharge because of the high relief topographical conditions. Due to steep slope, the rainfall will convert quickly to runoff than infiltrate through the ground and joins the nearest tributaries. Most of the permeated rainfall moves laterally and reappears in to the river channel as base flow or lost as evapotranspiration. The remaining part moves vertically and recharges the groundwater basin. So the rechargeable areas are found on the margins of northern and southern part of the groundwater basin boundary. Groundwater basin boundary has area of 327 km2 (Shrestha, 1990). The total rechargeable area in the valley was found 86 km2 which is 26% of the groundwater basin area. The amount of long term average annual groundwater recharge to the Kathmandu Valley basin was estimated as presented in Table 1. Table 1. Recharge Amount in equivalent depth over the Kathmandu Groundwater Basin (Shrestha, 1990) In 1972, the incoming tritium content at Kathmandu valley was estimated by the Atomic Energy Research Establishment (AERE), Harwell, 60 TU (Tritium unit) during summer and 30 TU in winter. The Tritium dating result for the groundwater indicated the recharge water was of pre-1954 (Binnie Partners and Associates, 1973). Based on hydrogeological structure the valley can be divided into three groundwater zone, namely Northern, central and southern zone. The northern zone includes 5 well fields ( Bansbari, Dhobikhola, Manohara, Bhaktapur and Gokarna well field)   as principal water sources and of 157 km2 area with estimated recharge area of 59 km2 ( Shrestha, 1990). The northern zone is largest recharge area of the valley. There are unconsolidated high permeable materials deposits in upper part consisting of micaceous quartz, sand and gravel. It can yield large quantity of water. Isotope analysis study made by Jenkins et al, 1987, confirmed that there is more rapid and vigorous recharge in Sundarijal area (Gokarna well field) than elsewhere. This zone is an interbedded aquifer or a series of sub aquifers and the complexity of its structure. It has average transmissivity in range of 83 to 1963 m3/d/m and low electrical conductivity in the range of 100 to 200 ms/cm. The central zone includes most of core urban area with almost all private wells. This zone includes Mhadevkhola well field. The upper part of deposit is composed of impermeable very thick stiff black clay with lignite. Total groundwater basin under central zone is 114.5 km2 and the rechargeable area under this zone is 6 km2. It has average transmissivity in the range of 32-960 m3/d/m and very electrical conductivity of an average of 1000 ms/cm. The existence of soluble methane gas gives an indication of sustended aquifer conditions. The southern zone is characterized by about 200m thick clay formation and low permeable basal gravel. This zone is not well developed and only recognized along the Bagmati River between Chovar and Pharping. Total groundwater basin under this zone is 55.5 km2 and the rechargeable area is 21 km2. This zone includes Pharping Well field. 4. WATER SUPPLY MANAGEMENT STATUS IN KATHMANDU VALLEY 4.1 Institutional Set up and Service Area The water supply services of Kathmandu Valley have remained poor despite various attempts through many projects during last three decades. It was realized that the poor state of water services in Kathmandu valley was a compounded result of deficiencies in water resources, weaknesses in system capacity, inadequacies in management efficiency and increasing political interferences after 1990 political change. As per agreement made with ADB for Melamchi Water Supply Project (MWSP), the Government of Nepal restructured the existing only one State owned regulator   and operator , Nepal Water Supply Corporation (NWSC) and establishing three separate entities, each for the role of asset ownership and policy setting (Kathmandu Valley Water Supply Management Board (KVWSMB), operation and management of services (Kathmandu Upatyaka Khanepani Limited (KUKL) and economic regulation of the services (Water Supply Tariff Fixation Commission (WSTFC).  Ã‚   KVWSMB issued an operating license to KUK L for 30 years on 12 February 2008 and also signed asset lease agreement for 30 years. Under the Asset Lease Agreement, KUKL has exclusive use of leased assets for the purpose of providing water services over 30 years and is responsible for maintaining the leased assets in good working condition, preparing capital investment and asset management programs to meet the service standards specified in the license and implementing such investment plan as approved by KVWSMB. As provider of the license, KVWSMB is also responsible for monitoring whether KUKL complies with the provisions of the operating license and asset lease agreement. The service area of KUKL includes 5 Municipalities and 48 VDCs as shown in Fig. 3.   Water supply management for remaining 51 VDCs are under Department of Water Supply and Sewerage, Government of Nepal. 4.2 Population Projections The Kathmandu Valley is the most densely populated region in Nepal. Its population has also been increasing rapidly. This population is largely in Kathmandu, which is the centre of administration, industrial, commercial, social and economic activities. During the last three decades, the growth in population has been significantly driven by in-migration. The in-migration is largely due to better employment and business opportunities, better educational and medical facilities, but also insurgency and security concerns of recent years. (Source: KUKL 2011 Third Anniversary Report, 2066/67) The rapid unplanned urbanization of the Kathmandu Valley has brought negative impact to its overall development. Water became scarce as demand exceeded supply. Lack of operational wastewater system facilities converted the holy Bagmati River into a highly polluted river. Congested and crowded roads brought hardship to travelers and road junctions became garbage dumping sites. Despite these negative impacts, the urbanization of the valley has still continued at a similar rate to the past 10 years. According to urban planners, from urban basic service management and disaster relief management aspects, the Kathmandu Valley only has a carrying capacity of 5 million populations. In 1999, the Ministry of Population and Environment (MOPE) estimated that the population in 1998 was 1.5 million, assuming an urban growth rate of 6.3% and 2.32% for the rural sector. This is consistent with the 2001 Census of 1.67 million. Using separate growth rates for the urban and rural population, the population of the valley was estimated to reach 3.5 million by 2016 under a do-nothing scenario according to MOPE (1999), as shown in Table 2. Table 3 shows the projected population in the Kathmandu Valley and KUKL service area upto 2025. Population in Kathmandu Valley will be saturated with maximum capacity of 5 millions in 2025. Thus alternate planning and development of urban settlements are needed after 2025. Figure 4 shows comparison of the KUKL service area permanent population projections adopted with those provided by SAPI (2004) and the Bagmati Action Plan (BAP) (2009). The BAP projection is higher because the area taken is for the whole of the Kathmandu Valley and includes areas outside the KUKL service area. Table 2. Population Projection for Kathmandu Valley under Do-nothing Scenario Note: 1 Growth rate at 6% per annum, 2, Growth rate at 2.32% per annum. Urban population includes municipal population and population of 34 rapidly urbanizing VDCs, Source: MOPE, 1999 Source: Kathmandu Valley Water Supply Wastewater System Improvement ( PPTA 4893- NEP)   May 2010) 5. WATER INFRASTRUCTURES (KUKL) Figure 5 shows 6 major water supply schemes, namely, Tri Bhim Dhara, Bir Dhara, Sundarijal, Bhaktapur, Chapagaun, and Pharping schemes, which include surface and groundwater sources, WTPs, and major transmission lines. Surface Water Sources: At present, there are 35 surface sources being tapped for water supply mostly situated at hills surrounding the valley as spring in the valley. There is considerable seasonal fluctuation in water discharge. Most water sources have a reduced flow in the dry season by 30 to 40% with some by as much as 70%. Almost all the sources have some potential additional yield in the wet season. The total wet season supply of 106 MLD reduces in the dry season to 75 MLD. Groundwater Sources: Deep tube wells are the main means of extracting groundwater for use in the water supply system. Out of 78 existing deep tube-wells only 57 are currently in operation mainly from 7 well fields, namely, Manohara, Gokarna, Dhobikhola, Bansbari, Mahadevkhola, Bhaktapur, and Pharping well fields. Most of the tube wells electro-mechanical parts are in a poor condition with most flow meters missing or broken. Tube wells used to be operated only in the dry season in order to supplement reducing surface water sources, but, due to demand exceeding supply, they are now also used in the wet season. Total dry season (4 months: February to May) rated production 33 MLD with a reduced wet season (remaining 8 months) production of 13.7 MLD. Additional subsurface flow has been extracting through 15 dug wells. Table A1 (in Appendix) presents inventory of deep tubewells currently in operating condition in KUKL. Water Treatment Plants: At present, there are 20 water treatment plants (WTPs) in the system with a total treatment capacity of about 117 MLD treating surface water and groundwater due to high iron content. Six WTPs are of capacity between 3 to 26.5 MLD. The largest is at Mahankal Chaur with a treatment capacity of 26.5 MLD and the smallest is at Kuleswor with a treatment capacity of 0.11 MLD. Most of the WTPs are in poor condition and none has operational flow meters or properly operating chlorination equipment. Service Reservoirs:   There are a total of 43 service reservoirs in the system with capacities ranging from 4,500m3 down to 50m3. Most of the reservoirs are in reasonable condition but two are leaking. The total storage capacity is 41500 m3. Pumping Stations:There are 31 water supply pumping stations in the system that are used to draw water from sump wells to treatment plants or service reservoirs, and to fill up reservoirs located on higher ground or overhead tanks. Of these only 11 are in satisfactory condition. Few have operational flow meters or pressure gauges. Major operation and maintenance problem in the pumping stations are lack of skilled technician and absence of proper monitoring mechanisms. Transmission Mains and Distribution Lines: At present, the total length of transmission mains is about 301kms,aging between 20 to 115 years, and distribution mains of about 1115 kms of aging between 2 to 115 years, with pipe diameter varying from 50mm to 800mm. The pipe materials used include Galvanized Iron (GI), Cast Iron (CI), Steel (SI), Ductile Iron (DI), High Density Polythene Pipe (HDPE) and Polyvinyl Chloride (PVC). The majority type of pipe used is 50mm diameter GI. Operating Mechanism:   The system has about 1300 major valves of different sizes. Most of the large sizes valves are situated inside WTPs and operating daily. All valves are being operated manually. Water leakage from the valve chamber or valves contributes major portion in the total counted leakage percentage. Other than piped water supplied through the valves, water tankers are also serving water especially in water scared area by injecting into the distribution line usually smaller size (50 mm) and filling in publicly established polytanks. Water tankers are also being used for emergency condition such as pipeline breakage, fire fighting and sudden malfunctioned systems. Water tankers are also used as private trip charging approved rate. There are many problems in the distribution system. These problems include: ad hoc laying of pipes and valves, involvement of users group and their intervention in the operation of valves, multiple service pipeline connections, direct pumping fr om distribution lines, illegal connections, high percentage of leakage and wastage, and direct distribution from transmission mains. The majority of consumer lines are leaking at the connection to the distribution mains and few customers have properly operating consumer meters. 6. WATER DEMAND AND GROUNDWATER USE FORSUPPLY 6.1Current Water Demand and Supply Water demand is usually derived from the population within service area, population growth, domestic water consumption level assumptions, and a provision for non-domestic water consumption. The permanent population is forecast to rise from present population of 2.1 million in 2010, 2.7 million in 2015 and 3.2 million in 2020 and 3.9 million in 2025. Out of the total population forecast 77%, 87% and 96% of the population will be served, as a result of the MWSP and future investments, in 2015, 2020 and 2025 respectively. Predicting the exact number of temporary population in the valley is a challenging task, as there is no reliable data. Kathmandu Valley Water Supply Wastewater System Improvement-PPTA 2010, undertook a sample survey to count temporary population. The sample surveys were focused on three categories of the temporary population viz street vendors; students, service holders and labours seeking job in the valley; and house servants/keepers. The survey indicated that tempor ary population amounted to approximately 30% of the permanent population. The proportion of temporary population varies between municipal and VDC wards. It has to be taken into account in population projections and service demands. However, demand is also a function of price, household income availability and accessibility of water supply, but accurate estimates of the impact of these factors require extensive analysis of historical data. The present permanent population of the valley water supply service area is estimated at over 2.1 million. Adding 30% the total population to be considered for gross demand forecasting will be 2.73 million. It is reasonable to assume 40 % of total water consumption rate for temporary or floating population. Considering household sanitation system in the service area, it is reasonable to take per capita demand in the range of 85 to 95 lpcd. Kathmandu Valley Water Supply Wastewater System Improvement-PPTA, 2010, has considered 93 lpcd. For the demand taking 135 lpcd which is consumption rate considered in MWSP for total population including temporary population, the total water demand at service level or point of use is found to be 315 MLD, which is similar to KUKL estimated de mand of 320 MLD (KUKL, 2011). Estimated unaccounted for water (UfW) considered for the system is 35-40% (KUKL 2011). Considering UfW as 40 %, net water supply would be decreased by 40%. Figure 6 shows maximum production of 149 MLD on the month of September and minimum of 89 MLD on March. It gives yearly average production of 119 MLD and dry season average production of 94 MLD whereas wet season average is 131 MLD. Considering 20 % real losses as process loss on water flow incorporating transmission loss, treatment plant operation loss, quantity of water supplied and deficiencies is estimated as shown in Fig.7 and Table 4. 20 % loss is assumed to be occurred in distribution system, i.e. from service reservoir to a tap or point of use. Table 4. Current Average Monthly Demand, Supply and Deficiencies ( ) Groundwater contribution in MLD Figure 7 shows dry season average supply as 76 MLD and 105 MLD for wet season. Yearly average supply is 96 MLD. Thus the water supply in the Kathmandu Valley via KUKL piped network at present is an average 35 litres per capita per day, whereas supply in KUKL service area is average of 46 lpcd. 6.2Groundwater Depleting Trends The portion of groundwater contribution in total production is an average of 35% during dry season (4 months from Feb to May) and 11% during wet season (remaining 8 months). The pumping rate of the private wells in the valley is smaller compared to KUKLs   tubewell abstraction. The trend of groundwater extraction volume from private wells and gas wells remains almost constant during the last several years. But the production from KUKL wells is increasing greatly. Deeper groundwater is being over-extracted and extraction is unsustainable. It is estimated that there are over 10,000 hand dug well Groundwater Use in Kathmandu Valley Groundwater Use in Kathmandu Valley Chapter IV A. Groundwater Use inKathmandu Valley Abstract: The Kathmandu Valley, bowl shaped of 651 Km2 basin areas, has gently sloping valley floor, valley plain terraces with scrap faces together with the flood plains. The valley has warm temperate-semitropical climate and intended circular shaped drainage basin with only one outlet. The valley is filled with the fluvio-lacustrine sediments of quaternary age, making three groundwater zones. Only one water supply operator, Kathmandu Upatyaka Khanepani Limited (KUKL), is serving water supply in 5 Municipalities and 48 VDCs out of 99 VDCs using 35 surface sources, 57 deep tube wells, 20 WTPs, 43 service reservoirs and operating about 1300 major valves. The portion of groundwater contribution in total production is an average of 35% in dry season and 11% in wet season with yearly average of 19% in 2011, and found decreasing to 7%, 4%, and 3% in 2016, 2019 and 2025 respectively. Water supply is found to be improved with increasing consumption rate from 41 lpcd in 2011 to 126 lpcd in 2025.If sup ply system is managed with project demand of 135 lpcd, the average supply duration will increase from 7 hr a day in 2011 to 23 hour a day in 2025. Foremost reasons of supplying much less compare to calculated are possibly due to inaccurate forecasting of served populations, absence of effective MIS on water infrastructure systems, and inaccurate estimation of unaccounted for water from system. Outside valley urban centers development, optimum land use planning for potential recharge, introducing micro to macro level rainwater harvesting programs and riverhead forest protection are important alternative options to minimize the gap between demand and supply of the valley. 1. BACKGROUND The Kathmandu Valley is consisting of Kathmandu metropolitan city, capital of Nepal. Kathmandu, an ancient city with a varied history, consists of Kathmandu, Bhaktapur and Lalitpur districts with five municipalities and 99 Village Development Committees. The significance of its historical development is the rise of conurbation in the valley, the design of Pagoda style architecture and high rising temples with stepped plinth basement. After liberation in 1952, the new phase of development began with remarkable change in social status, migration of people to the valley. The general trends of the urbanization remained slow till the mid sixties. Only in seventies, infrastructures like road networks, water supply systems started to develop rapidly in the city. As a result, the valley is growing rapidly and haphazardly. This is the right time to look seriously at the growing urban problems and available water resource in the valley. It is necessary to systematize the settlement, implement the town planning more scientifically and carry out the land use in proper manner so that available water resource potential could be maintained sustainably. There are various development plans for the valley, namely construction of outer ring road, fast track road, railways, urban settlement development and construction of link roads on the bank of the rivers. The shortages of surface and groundwater availability and flood damage are identified problems in the valley. The valley basin is an ecologically important basin. 2. INTRODUCTION:KATHMANDUVALLEY 2.1 Topography The Kathmandu Valley is an intramontane basin, situated in the Lesser Himalayan zone. The lofty Higher Himalayan Range is just about 65 km aerial distance north of the Kathmandu. The valley is unique in its shape and is surrounded by the spurs of Lesser Himalayas. The valley basin is 30 km long in the east-west and about 25 km long in north-south direction. Phulchoki Hill which is 2762m above the mean sea level (msl) in the southeast is the highest elevation point in the area. Shivpuri Hill is about 2700m above msl in the north, Nagarkot is 2166m above msl in the east and Chandragiri is about 2561m above the msl in the west. The lowest elevation point located by the side of Bagmati River is 1214 m above msl. About 55 % of the area is occupied by the valley floor, 35% of foothill and the remaining 10% are mountainous areas. In the valley, the forest (mountainous) area is about 30% of the total area having slope range from 20 to 30%, and remaining area (70%) is having average slope of 0 to 4% as shown in Fig.1. Kathmandu Valley is believed to be a Paleolake. At places outcrops of Tistung Formation are exposed in the valley. There are few other buried hills and river channel in the valley underlying the thick cover of the valley fill sediments. Kathmandu Valley is situated between latitudes 27 °32 N and 27 °49N and between longitudes 85 ° 11 E and 85 ° 32 E. The configuration of the valley is more or less circular with watershed area of 651 km2.   The topographic features of the study area are gently sloping valley floor, valley plain terraces with scrap faces, and talus cone deposition, together with the flood plains. 2.2 Meteorology The climate of the area is warming temperate-semitropical, largely affected by monsoon behavior. The maximum temperature is observed about 36 ° C in summer (May) and the minimum temperature is about -3 °C in winter (January). The major forms of precipitation are rain, occasional hail and fog.   Considering the precipitation received record the maximum annual precipitation within the valley was recorded as 3293 mm in 1975 and minimum was 917 mm in 1982. The summer rainfall occurs mainly in the months of June to September and winter rainfall is also common but not heavy. Kathmandu Valley receives an annual average rainfall of about 1600 mm, which is also the average annual rainfall for the whole Nepal. The mean relative humidity is 75% and the mean wind velocity rises till the month of May up to average of 0.55 m/s and decreases after monsoon until December. The predominant wind directions are west and northwest. Generally the days are rather calm before noon and the wind rises afternoon. The monthly air pressure is almost constant throughout the year, which is about 860 mb. The sunshine duration is in the range between 7 hours and 9.5 hours per day except during the months of monsoon.   The average annual evapotranspiration is 829 mm over the basin. 2.3 Drainage The valley is situated at the upstream reach of the Bagmati River. The Bagmati River is the main drainage, which drains all the water collected in the valley basin to the south and dissects the mountains of Mahabharat range at the southwest of the valley. It originates from Bagdwar in the Shivpuri Hill in the north and flows from northeast to southwest direction in the northern half part of the valley. The watershed area has an intend shape of circular with the outlet of the basin at Chovar gorge, which is the only outlet of the basin. The fluvio-lacustrine deposit filled in the valley bottom controls the drainage system. The major tributaries for Bagmati river are nine in total namely Mai khola, Nakhu khola, Balkhu khola, Vishnumati khola, Dhobi khola, Manohara khola, Kodku khola, Godavari khola and Hanumante khola. Hanumante khola flows towards the west and Balkhu khola towards the east. Mai khola and Dhobi khola flow towards the south. They meet Bagmati River in the central part o f the valley. The Vishnumati, the Bagmati and the Manohara khola, which rise from northern and northeastern of the watershed, join in a place called Teku Dovan in Kathmandu City. Godavari khola, the Kodku khola and the Nakhu khola rise in the southern part of watershed and flow from the south to north to join with the Bagmati River. 2.4 Hydrogeology Hydrogeological condition of the valley is important things to know the groundwater potential and its yield estimation. The valley is located in the Lesser Himalayan region in central Nepal. Bedrocks are exposed mainly in the hill slopes around and only at few places in the valley.   The valley is filled with the fluvio-lacustrine sediments of quaternary age. These sediments were derived from the surrounding hills. The thickness of the valley fill sediments varies according to the undulated pattern of the basement from 78 m in Bansbari upto 549 m in Bhrikuti Mandap as confirmed by deep bore holes (Kaphle and Joshi, 1998). Metasedimentary as well as metamorphic rocks represent the basement/bedrock of the valley. Shrestha(2001) assigned The Hydrological Soil Group (HSG) for each type of geological formation according to its infiltration potential as per SCS (1975). HSG A was assigned for the soil of high infiltration rate, B for medium, C for slow and D for very slow rate. The HSG of the valley is shown in Fig.2. There are two types of sediment material namely unconsolidated and slightly consolidated sediment materials. The unconsolidated materials are found mostly in the northern part of the valley and bank of major rivers whereas slightly consolidated materials are found in other portions. In the valley, silty clay lake deposit ranges in thickness from 180 to 220 meters or more from surface and are predominate in the center and south of the valley. On the other hand no thick silty clay lake deposit exists in the northern valley except deep portion of Dhobi khola well field. Un-confined to semi-confined sand and gravel formation predominate in the north and northeast of valley. These formation ranges in thickness from 30 to 80 m with high permeability. On the other hand, the confined water bearing formation is underlined the above mentioned very thick silty clay in the center and south valley. However this deep aquifer has low permeability and high electrical conductance. The ground water we lls in the north side have penetrated high permeable water bearing formation.   However, the static water level in well field as observed by Nepal Water Supply Corporation (NWSC) has been showing a decline trend since the groundwater development has started. Almost all the private wells are located in the center and south of the valley, drilled into the confined low permeable aquifer underlined the very thick silty clay formation. In the center of the valley, below Quaternary sedimentary formation, pre-Palaeozoic hard fresh rocks are confirmed by gas wells at 450 m below ground surface. 3. GROUNDWATER ZONE AND RECHARGE Recharge into groundwater is a complicated phenomenon especially when considering recharge in a deep aquifer. It depends on many factors such as soil, vegetation, geography, and the hydrological conditions. In general, most of rechargeable areas are confined in high flat plains and alluvial low plains in the valley, because the exploitation of groundwater seems to be difficult in the surrounding high mountains. The mountain ranges surrounding the valley have no possibility for groundwater recharge because of the high relief topographical conditions. Due to steep slope, the rainfall will convert quickly to runoff than infiltrate through the ground and joins the nearest tributaries. Most of the permeated rainfall moves laterally and reappears in to the river channel as base flow or lost as evapotranspiration. The remaining part moves vertically and recharges the groundwater basin. So the rechargeable areas are found on the margins of northern and southern part of the groundwater basin boundary. Groundwater basin boundary has area of 327 km2 (Shrestha, 1990). The total rechargeable area in the valley was found 86 km2 which is 26% of the groundwater basin area. The amount of long term average annual groundwater recharge to the Kathmandu Valley basin was estimated as presented in Table 1. Table 1. Recharge Amount in equivalent depth over the Kathmandu Groundwater Basin (Shrestha, 1990) In 1972, the incoming tritium content at Kathmandu valley was estimated by the Atomic Energy Research Establishment (AERE), Harwell, 60 TU (Tritium unit) during summer and 30 TU in winter. The Tritium dating result for the groundwater indicated the recharge water was of pre-1954 (Binnie Partners and Associates, 1973). Based on hydrogeological structure the valley can be divided into three groundwater zone, namely Northern, central and southern zone. The northern zone includes 5 well fields ( Bansbari, Dhobikhola, Manohara, Bhaktapur and Gokarna well field)   as principal water sources and of 157 km2 area with estimated recharge area of 59 km2 ( Shrestha, 1990). The northern zone is largest recharge area of the valley. There are unconsolidated high permeable materials deposits in upper part consisting of micaceous quartz, sand and gravel. It can yield large quantity of water. Isotope analysis study made by Jenkins et al, 1987, confirmed that there is more rapid and vigorous recharge in Sundarijal area (Gokarna well field) than elsewhere. This zone is an interbedded aquifer or a series of sub aquifers and the complexity of its structure. It has average transmissivity in range of 83 to 1963 m3/d/m and low electrical conductivity in the range of 100 to 200 ms/cm. The central zone includes most of core urban area with almost all private wells. This zone includes Mhadevkhola well field. The upper part of deposit is composed of impermeable very thick stiff black clay with lignite. Total groundwater basin under central zone is 114.5 km2 and the rechargeable area under this zone is 6 km2. It has average transmissivity in the range of 32-960 m3/d/m and very electrical conductivity of an average of 1000 ms/cm. The existence of soluble methane gas gives an indication of sustended aquifer conditions. The southern zone is characterized by about 200m thick clay formation and low permeable basal gravel. This zone is not well developed and only recognized along the Bagmati River between Chovar and Pharping. Total groundwater basin under this zone is 55.5 km2 and the rechargeable area is 21 km2. This zone includes Pharping Well field. 4. WATER SUPPLY MANAGEMENT STATUS IN KATHMANDU VALLEY 4.1 Institutional Set up and Service Area The water supply services of Kathmandu Valley have remained poor despite various attempts through many projects during last three decades. It was realized that the poor state of water services in Kathmandu valley was a compounded result of deficiencies in water resources, weaknesses in system capacity, inadequacies in management efficiency and increasing political interferences after 1990 political change. As per agreement made with ADB for Melamchi Water Supply Project (MWSP), the Government of Nepal restructured the existing only one State owned regulator   and operator , Nepal Water Supply Corporation (NWSC) and establishing three separate entities, each for the role of asset ownership and policy setting (Kathmandu Valley Water Supply Management Board (KVWSMB), operation and management of services (Kathmandu Upatyaka Khanepani Limited (KUKL) and economic regulation of the services (Water Supply Tariff Fixation Commission (WSTFC).  Ã‚   KVWSMB issued an operating license to KUK L for 30 years on 12 February 2008 and also signed asset lease agreement for 30 years. Under the Asset Lease Agreement, KUKL has exclusive use of leased assets for the purpose of providing water services over 30 years and is responsible for maintaining the leased assets in good working condition, preparing capital investment and asset management programs to meet the service standards specified in the license and implementing such investment plan as approved by KVWSMB. As provider of the license, KVWSMB is also responsible for monitoring whether KUKL complies with the provisions of the operating license and asset lease agreement. The service area of KUKL includes 5 Municipalities and 48 VDCs as shown in Fig. 3.   Water supply management for remaining 51 VDCs are under Department of Water Supply and Sewerage, Government of Nepal. 4.2 Population Projections The Kathmandu Valley is the most densely populated region in Nepal. Its population has also been increasing rapidly. This population is largely in Kathmandu, which is the centre of administration, industrial, commercial, social and economic activities. During the last three decades, the growth in population has been significantly driven by in-migration. The in-migration is largely due to better employment and business opportunities, better educational and medical facilities, but also insurgency and security concerns of recent years. (Source: KUKL 2011 Third Anniversary Report, 2066/67) The rapid unplanned urbanization of the Kathmandu Valley has brought negative impact to its overall development. Water became scarce as demand exceeded supply. Lack of operational wastewater system facilities converted the holy Bagmati River into a highly polluted river. Congested and crowded roads brought hardship to travelers and road junctions became garbage dumping sites. Despite these negative impacts, the urbanization of the valley has still continued at a similar rate to the past 10 years. According to urban planners, from urban basic service management and disaster relief management aspects, the Kathmandu Valley only has a carrying capacity of 5 million populations. In 1999, the Ministry of Population and Environment (MOPE) estimated that the population in 1998 was 1.5 million, assuming an urban growth rate of 6.3% and 2.32% for the rural sector. This is consistent with the 2001 Census of 1.67 million. Using separate growth rates for the urban and rural population, the population of the valley was estimated to reach 3.5 million by 2016 under a do-nothing scenario according to MOPE (1999), as shown in Table 2. Table 3 shows the projected population in the Kathmandu Valley and KUKL service area upto 2025. Population in Kathmandu Valley will be saturated with maximum capacity of 5 millions in 2025. Thus alternate planning and development of urban settlements are needed after 2025. Figure 4 shows comparison of the KUKL service area permanent population projections adopted with those provided by SAPI (2004) and the Bagmati Action Plan (BAP) (2009). The BAP projection is higher because the area taken is for the whole of the Kathmandu Valley and includes areas outside the KUKL service area. Table 2. Population Projection for Kathmandu Valley under Do-nothing Scenario Note: 1 Growth rate at 6% per annum, 2, Growth rate at 2.32% per annum. Urban population includes municipal population and population of 34 rapidly urbanizing VDCs, Source: MOPE, 1999 Source: Kathmandu Valley Water Supply Wastewater System Improvement ( PPTA 4893- NEP)   May 2010) 5. WATER INFRASTRUCTURES (KUKL) Figure 5 shows 6 major water supply schemes, namely, Tri Bhim Dhara, Bir Dhara, Sundarijal, Bhaktapur, Chapagaun, and Pharping schemes, which include surface and groundwater sources, WTPs, and major transmission lines. Surface Water Sources: At present, there are 35 surface sources being tapped for water supply mostly situated at hills surrounding the valley as spring in the valley. There is considerable seasonal fluctuation in water discharge. Most water sources have a reduced flow in the dry season by 30 to 40% with some by as much as 70%. Almost all the sources have some potential additional yield in the wet season. The total wet season supply of 106 MLD reduces in the dry season to 75 MLD. Groundwater Sources: Deep tube wells are the main means of extracting groundwater for use in the water supply system. Out of 78 existing deep tube-wells only 57 are currently in operation mainly from 7 well fields, namely, Manohara, Gokarna, Dhobikhola, Bansbari, Mahadevkhola, Bhaktapur, and Pharping well fields. Most of the tube wells electro-mechanical parts are in a poor condition with most flow meters missing or broken. Tube wells used to be operated only in the dry season in order to supplement reducing surface water sources, but, due to demand exceeding supply, they are now also used in the wet season. Total dry season (4 months: February to May) rated production 33 MLD with a reduced wet season (remaining 8 months) production of 13.7 MLD. Additional subsurface flow has been extracting through 15 dug wells. Table A1 (in Appendix) presents inventory of deep tubewells currently in operating condition in KUKL. Water Treatment Plants: At present, there are 20 water treatment plants (WTPs) in the system with a total treatment capacity of about 117 MLD treating surface water and groundwater due to high iron content. Six WTPs are of capacity between 3 to 26.5 MLD. The largest is at Mahankal Chaur with a treatment capacity of 26.5 MLD and the smallest is at Kuleswor with a treatment capacity of 0.11 MLD. Most of the WTPs are in poor condition and none has operational flow meters or properly operating chlorination equipment. Service Reservoirs:   There are a total of 43 service reservoirs in the system with capacities ranging from 4,500m3 down to 50m3. Most of the reservoirs are in reasonable condition but two are leaking. The total storage capacity is 41500 m3. Pumping Stations:There are 31 water supply pumping stations in the system that are used to draw water from sump wells to treatment plants or service reservoirs, and to fill up reservoirs located on higher ground or overhead tanks. Of these only 11 are in satisfactory condition. Few have operational flow meters or pressure gauges. Major operation and maintenance problem in the pumping stations are lack of skilled technician and absence of proper monitoring mechanisms. Transmission Mains and Distribution Lines: At present, the total length of transmission mains is about 301kms,aging between 20 to 115 years, and distribution mains of about 1115 kms of aging between 2 to 115 years, with pipe diameter varying from 50mm to 800mm. The pipe materials used include Galvanized Iron (GI), Cast Iron (CI), Steel (SI), Ductile Iron (DI), High Density Polythene Pipe (HDPE) and Polyvinyl Chloride (PVC). The majority type of pipe used is 50mm diameter GI. Operating Mechanism:   The system has about 1300 major valves of different sizes. Most of the large sizes valves are situated inside WTPs and operating daily. All valves are being operated manually. Water leakage from the valve chamber or valves contributes major portion in the total counted leakage percentage. Other than piped water supplied through the valves, water tankers are also serving water especially in water scared area by injecting into the distribution line usually smaller size (50 mm) and filling in publicly established polytanks. Water tankers are also being used for emergency condition such as pipeline breakage, fire fighting and sudden malfunctioned systems. Water tankers are also used as private trip charging approved rate. There are many problems in the distribution system. These problems include: ad hoc laying of pipes and valves, involvement of users group and their intervention in the operation of valves, multiple service pipeline connections, direct pumping fr om distribution lines, illegal connections, high percentage of leakage and wastage, and direct distribution from transmission mains. The majority of consumer lines are leaking at the connection to the distribution mains and few customers have properly operating consumer meters. 6. WATER DEMAND AND GROUNDWATER USE FORSUPPLY 6.1Current Water Demand and Supply Water demand is usually derived from the population within service area, population growth, domestic water consumption level assumptions, and a provision for non-domestic water consumption. The permanent population is forecast to rise from present population of 2.1 million in 2010, 2.7 million in 2015 and 3.2 million in 2020 and 3.9 million in 2025. Out of the total population forecast 77%, 87% and 96% of the population will be served, as a result of the MWSP and future investments, in 2015, 2020 and 2025 respectively. Predicting the exact number of temporary population in the valley is a challenging task, as there is no reliable data. Kathmandu Valley Water Supply Wastewater System Improvement-PPTA 2010, undertook a sample survey to count temporary population. The sample surveys were focused on three categories of the temporary population viz street vendors; students, service holders and labours seeking job in the valley; and house servants/keepers. The survey indicated that tempor ary population amounted to approximately 30% of the permanent population. The proportion of temporary population varies between municipal and VDC wards. It has to be taken into account in population projections and service demands. However, demand is also a function of price, household income availability and accessibility of water supply, but accurate estimates of the impact of these factors require extensive analysis of historical data. The present permanent population of the valley water supply service area is estimated at over 2.1 million. Adding 30% the total population to be considered for gross demand forecasting will be 2.73 million. It is reasonable to assume 40 % of total water consumption rate for temporary or floating population. Considering household sanitation system in the service area, it is reasonable to take per capita demand in the range of 85 to 95 lpcd. Kathmandu Valley Water Supply Wastewater System Improvement-PPTA, 2010, has considered 93 lpcd. For the demand taking 135 lpcd which is consumption rate considered in MWSP for total population including temporary population, the total water demand at service level or point of use is found to be 315 MLD, which is similar to KUKL estimated de mand of 320 MLD (KUKL, 2011). Estimated unaccounted for water (UfW) considered for the system is 35-40% (KUKL 2011). Considering UfW as 40 %, net water supply would be decreased by 40%. Figure 6 shows maximum production of 149 MLD on the month of September and minimum of 89 MLD on March. It gives yearly average production of 119 MLD and dry season average production of 94 MLD whereas wet season average is 131 MLD. Considering 20 % real losses as process loss on water flow incorporating transmission loss, treatment plant operation loss, quantity of water supplied and deficiencies is estimated as shown in Fig.7 and Table 4. 20 % loss is assumed to be occurred in distribution system, i.e. from service reservoir to a tap or point of use. Table 4. Current Average Monthly Demand, Supply and Deficiencies ( ) Groundwater contribution in MLD Figure 7 shows dry season average supply as 76 MLD and 105 MLD for wet season. Yearly average supply is 96 MLD. Thus the water supply in the Kathmandu Valley via KUKL piped network at present is an average 35 litres per capita per day, whereas supply in KUKL service area is average of 46 lpcd. 6.2Groundwater Depleting Trends The portion of groundwater contribution in total production is an average of 35% during dry season (4 months from Feb to May) and 11% during wet season (remaining 8 months). The pumping rate of the private wells in the valley is smaller compared to KUKLs   tubewell abstraction. The trend of groundwater extraction volume from private wells and gas wells remains almost constant during the last several years. But the production from KUKL wells is increasing greatly. Deeper groundwater is being over-extracted and extraction is unsustainable. It is estimated that there are over 10,000 hand dug well

Draculas Death in Bran Strokers Novel Dracula Essay examples -- Drac

Dracula's Death in Bram Stroker's Novel Dracula In Bram Stroker's infamous novel, Dracula, he tries to explain the life of the undead, then continues to explain how to kill these creatures of the night. We find out that you must stab a vampire in the heart with a wooden stake, and then slash off their head. This is the only way that we are led to believe that you may be able to kill these undead. We learn this through Stoker's vampire expert Van Helsing, he seems to be the most educated on the subject of the undead and creatures of the night, otherwise known as vampires. He explains to the rest of the posse, which consists of; Harker, Quincy, Dr. Seaward, and the Van Helsing, on how this feat must be done. But later, in one of the most mysterious parts of the novel, Dracula's "death", you are supposed to see another way to kill a creature if the night. Did Stoker make a mistake, or was this intentional? Due to these details I believe that Dracula merely shape shifted his way out of this predicament. This elite group is now s earching to destroy Dracula. They first start with ...

gideon v wainright :: essays research papers

GIDEON v. WAINWRIGHT_______________________________________________ 372 U.S. 335 (1975) FACTS: Gideon, the petitioner, was charged in a Florida State Court for breaking and entering into a poolroom with the intent to commit a misdemeanor. This is a felony under Florida State Law. Due to lack of funds, he asked the court to appoint counsel for him and was denied. The court stated that under Florida state law, counsel could only be appointed to represent a defendant when that person is charged with a capital offense. Gideon unsuccessfully represented himself at trial, which resulted in a verdict of guilty. He was sentenced to five years in state prison. Gideon then filed in the Florida Supreme Court this habeas corpus petition (A judicial mandate ordering that an inmate be brought to the court so it can be determined whether or not that person is imprisoned unlawfully and whether or not he should be released from custody. The petition is brought by a person who objects to his own or another’s detention or imprisonment). He alleged that the courts refusal to appoint counsel for him violated his right to counsel under the Sixth Amendment. In Federal Court, counsel must be appointed to an indigent defendant unless otherwise waived. The Florida Supreme Court denied relief. The United States Supreme Court (USSC) granted certiorari, which gives them the authority to review the case. The court relies on the decision in Betts v. Brady, 316 U.S. 455. Betts was indicted for robbery in a Maryland State Court. He asked the court to appoint counsel for him and was denied. He was found guilty by the judge, sitting without a jury, and sentenced to eight years in prison. The court in Betts held that the Sixth Amendment was not a fundamental right and therefore was not applicable in State Courts under the Fourteenth Amendment. ISSUE: Whether right to counsel under the Sixth Amendment is applicable in state courts under the Fourteenth Amendment depends on whether the right to counsel is considered to be a fundamental right and essential to a fair trial. HOLDING: Here, the USSC overturned the decision in Betts v. Brady and held that appointment of counsel to defendant’s in all criminal prosecutions in federal court, may also be applied to defendant’s in state court under the Fourteenth Amendment. REASONING: Many prior USSC decisions have held that assistance of counsel is one of the safeguards of the Sixth Amendment and is deemed necessary to ensure fundamental rights of life and liberty.

A Student Evaluates the Websites of Three Shoe Companies :: Sell Websites Buy Web Sites

A Student Evaluates the Websites of Three Shoe Companies Many companies now use websites to advertise their products. In this essay I will evaluate the effectiveness of several shoe websites. Three websites that I have been looked at are: www.nike.com (niketown), www.reebok.com, and www.adidas.com. They all are big companies that provide many kinds of shoes. Their websites looked similar in the first sight, but they are actually very different in several ways. My evaluation will be based on the navigation, contents, organization and layout of the websites, target audiences, user satisfaction with the websites, and how long the page takes to load. Navigation is one of the most important aspects in creating a good website. Navigation consists of several terms, such as: ease to use, internal link, broken link, internal search engine, and return to homepage from any page. Nike seems to have the best navigation from these threes websites. I can find things easily and I can go back to the homepage from any page. Reebok also has good navigation in its website, but it does not have a direct link to the homepage from any page. On the other hand, Adidas seems to be the most complicated website in terms of navigation. I need to spend a couple minutes to find a certain product. It has many internal links inside its website. Besides that, Adidas uses pop up windows in its website. Both Nike and Reebok also have a search engine at the top bar of their websites. This search bar can help consumers to find their desired product quickly, which I think that is very helpful. Unlike Adidas, which does not have a search engine in the website, so consumers have to browse all over the website in order to find the desired product. . The good thing about these three websites is they do not have a broken link, because they are being maintenance and updated all the time. Besides navigation, content is also a good consideration in order to create a good website. As I go into these three websites, I found that they all basically have the same content. They provide such important information about their products. They all also provide some details about their product such as, prices. The content that is provided by these websites is very attractive. They provide the image of the products that can be enlarged so consumers can look clearly at the desired products.