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Syracuse - WRT - 307
Dan AielloIn the Midwest region we see that each state withdraws a certain amount of water. Illinoisout of all he states in the region withdraws the most water 13,700 gallons of water daily. Whenyou look at the land distribution we see that Illinois is
Syracuse - WRT - 307
Dan AielloWriting 205Professor Cronin28 March 2011Response to KozalIn the first chapter of The Shame of the Nation Kozol introduces that there is a problemwith racial segregation in urban Americans school systems. Kozol says that the main reason why
Syracuse - WRT - 307
WRT 205Unit 2 Writing AssignmentsLeading Class Discussions. In order to lead an effective (one that does not rely solely onsummary) class discussion on your groups chapters of Kozols book, follow these guidelines: Use specific paragraphs and page numb
Syracuse - WRT - 307
Dan AielloWriting 205Professor Cronin16 March 2011Author ReviewJonathan Kozol is a well know writer who was formally a teacher has written manybooks that are about education and the problems that come with education. Kozol has completed12 different
Syracuse - WRT - 307
Sarah DionSarah LuposelloKristin MingioneIDE 200March, 2011Final Report ReflectionWhile modeling our lesson, all three of us had some field placement experience to use asbackground. However, all of our collaborative experiences were primarily with
Syracuse - WRT - 307
1Weservewholewheatwrapssaladandvegetablesarealwaysprovided2Asachapterweallparticipateinsportsandgotothegymandbringbrothersalong3Weholdchapterwidegymhours4?
Syracuse - WRT - 307
The sources of energy from the mid Atlantic region account for roughly 8 percent of thecountrys energy production and mainly come from nuclear and coal energy. In the Ohio valleyregion we see that coal is their main source of energy and the produce 13.3
Syracuse - MEE - 332
PopulationOf the Southeast 2 Group 8February 17th, 2012Daniel Jerolimov Discussion: Future PopulationCorey Carpenter Intro, Approach, Results: Data, Tables and GraphsDaniel Aiello Discussion: Net Migration, Population DensityMandela Effiong -The So
Syracuse - MEE - 332
Q1B7 5ftL7 5ft zw 10ft Df 5ftlbfs 125A 3 ft3A2 B7 L7 25 ftV5 A Df 53.82 ft2m c 150 lbf3ftD Df B 7 ftD zwno groundwater correction necessaryP 200kiplbfw 62.43ft2( Wf9) s V5 6.727A2 kipmaqgross qnet ( 200kip 15.625kip ) 59.896
Syracuse - MEE - 332
Problem 1aNblow 24 120pcfw 62.4pcfz 40ftzw 10ftWhammer 140lbfh 30inE Whammer h 350 lbf ftE60 .6E 210 lbf ft z ( z zw) w3 2.928 10 psf5Pstd 14.7psi 1.014 10 PaCN Pstd .5CN 0.85N1 Nblow CNbN1 20.406cf 41cmediumProblem 2qc 50to
Syracuse - MEE - 332
Homework 1CIE 274 Spring 2012Due January 311. In this problem, we investigate which of Jared Diamonds four factors contributing tocollapse of a civilization are also major factors influencing a specific environmental disaster.We modify these factors
Syracuse - MEE - 332
Intro. to Sustainable Engineering by Cliff Davidson et al., January 11, 2011. Copyright Protected.CHAPTER BHUMAN DEVELOPMENT AND THE ENVIRONMENT THROUGHOUT HISTORY2.1. IntroductionIt is nave to think that our current environmental problems are entirel
Syracuse - MEE - 332
Intro. to Sustainable Engineering by Cliff Davidson et al., January 11, 2011. Copyright Protected.CHAPTER ASUSTAINABLE ENGINEERING: DEFINITIONS AND PRINCIPLES1.1 IntroductionIn the middle on the twentieth century, the Aral Sea was the fourth largest i
Syracuse - MEE - 332
CIE338 ICC (NYS) Based Design Loads - HW11) Normal, P(kip)Due1/24/2012Nominal Loads2) Shear, V(kip)3) Moment, M(ft*kip)Dead Load, dLive Load, lSoil Load, hFluid Load, fThermal (Restraint) Load, tSnow Load, sRain Load, rLive Roof Load, lrEar
Syracuse - MEE - 332
Derived Equations assuming Vs=1Specific surface=volume/area for claySoil classificationSieveIdentification3 in2 in1.5 in1 in in3/8 in#4#8#10#16#20#30#40#50#60#100#140#200inchmm321.51.75.374.187.0929.0787.0465.0335.0236
Syracuse - MEE - 332
A streamline in a steady flow of a constant density =1.94 slug /ft cubedfluid is horizontal. The fluid may be assumed to be idea, meaning it hasno viscosity. At a point on the streamline the velocity is 2.5 ft/sec and apressure of 8psi. At some distanc
Syracuse - MEE - 332
A streamline in a steady flow of a constant density =1.94 slug /ft cubedfluid is horizontal. The fluid may be assumed to be idea, meaning it hasno viscosity. At a point on the streamline the velocity is 2.5 ft/sec and apressure of 8psi. At some distanc
Syracuse - MEE - 332
Dan AielloGeo. Eng. HW #8Question 1A)B)Question 2Question 3This saturated clay is considered undrained under these conditions. Because the soil ismade of saturated clay this means excess pore water pressure needs a lot more time to dissipatedue t
Syracuse - MEE - 332
Dan AielloHOM 195Hutchinson12/8/11Performance ReflectionIn HOM 195 we have seen all kinds of performances throughout the semester. Fromparticipatory performances to presentational performances we have all seen how an audiencereacts, how music is pl
Syracuse - CIE - 294
Principles of Fluid MechanicsCIE 327 - Fall 2011Name:Dan AielloPersonal No.:2Homework Assignment No.:2Assigned Date:11/4/11Due Date:11/11/11Homework Total Points:Earned Points:Problem 1(6.24. page 264) The flow rate Q in an open channel dep
Syracuse - CIE - 294
Dan AielloHOM 195Hutchinson10/25/11Concert Report #3I attended Pathos, Subtleties and passion on October 25 th 2011 and I was in all honestlyintrigued by this concert. At this concert Dr. Ju Yong Ha led the performance with Eun Sun Jungplaying the
Syracuse - CIE - 294
Steady Flow-A turbine is 87% efficient with anentrance diameter of 50 cm exit velocityis negligible, pressure drop is 600 kpaMoment Equation and ForceLaminar Flow(Pipe)2000 highest possible Reynolds number-Water flows with no pressure drop in ave
Syracuse - CIE - 294
Consolida tion Test (2nd set-up a ppa ra tus)Loa ding # 1Loa d (lbs) 27.3Ela psedLoa d, lbs Disp., inEla psedtime, (min) Loa d cell LVDTtime, t (min)10/1/20087:54 :16 AM4 74 .270.04 07 -0.9 9 774 .070.000230.000010/1/20087:54 :30 AM4 74 .
Syracuse - CIE - 294
Principles of Fluid MechanicsCIE 327 - Fall 2011Name:Dan AielloPersonal No.:2Homework Assignment No.:2Assigned Date:10/14/11Due Date:10/21/11Homework Total Points:Earned Points:Problem 1(6.24. page 264) The flow rate Q in an open channel de
Syracuse - CIE - 294
Dan AielloProfessor LindnerGEO 103October 24th, 2011Hydrofracking; To End Pollution, or to Add Pollution?In todays world, energy and energy sources are quickly becoming a central topics ofdiscussion. Our resources, such natural oil are finite, but w
Syracuse - CIE - 294
Principles of Fluid MechanicsCIE 327 - Fall 2011Name:Dan AielloPersonal No.:2Homework Assignment No.:2Assigned Date:10/7/11Due Date:10/14/11Homework Total Points:Earned Points:Problem 1(4.117. page 194) What is the force needed to hold back
Syracuse - CIE - 294
Dan AielloCIE 274Professor Driscoll3 February 2011CIE 274 Homework1. 1-yes2-no3-no4-yes2. A-5B-6C-2D-9E-10F-3G-4H-1I-8j-73. A-earthB-biodiversityC-recoursesD-ecosystemsE-groupsF-culturesG-ecosystem servicesH-environmentI-places
Syracuse - CIE - 294
Dan AielloWriting 205Professor Cronin24 January 2011Synthesis EssayIn the two articles Achievement Gap or Development Gap by Lenora B. Fulani andGabrielle L. Kurlander Equalizing Opportunity by Richard Rothstein both convey similar ideasin their ar
Syracuse - CIE - 294
Dan AielloWriting 205Professor Cronin24 January 2011Annotated BibliographyWhile I was researching for my paper I found some really interesting articles thatgave great information however some had to be analyzed for credibility and bias. The first ar
Syracuse - CIE - 294
Dan AielloWriting 205Professor Cronin24 January 2011Response to ArticleIn this article written by Sonia Nieto it is saying that students of minority ethnicity areless reluctant to take higher level classes like calculus and physics which contributes
Syracuse - CIE - 294
Dan AielloWriting 205Professor Cronin24 January 2011Response to VideoWhen I watched the video Two steps forward I felt that there a lot of comments made thatI did not agree with. In the video a man speaks and uses two people to give you an image of
Syracuse - CIE - 294
Figure-Along stream line at two pointsGage- p=0 atm pressureAbsolute- p=0 complete vacumeFigure-Pressure at bottom of the barge120 cubic meters leaks inBarge with irregular shapeIn reservoir point 1 to 2Force and Moment on a Rectangular PlaneSur
Syracuse - CIE - 294
LoadsMaterialAluminum16525.9Brick12018.8Reinforced Concrete15023.6Structural Steel49077Wood406.3Dead Loads on StructuresCalculate slab load on beam-find area of loadfrom slab on beam find volume of that areamultiply by the unit weight
Syracuse - CIE - 294
Principles of Fluid MechanicsCIE 327 - Fall 2011Name:Dan AielloPersonal No.:2Homework Assignment No.:2Assigned Date:9/23/11Due Date:9/30/11Homework Total Points:Earned Points:Problem 1(4.34. page 184) Water is flowing in a 2.5 in. diameter
Syracuse - CIE - 294
Principles of Fluid MechanicsCIE 327 - Fall 2011Name:Dan AielloPersonal No.:2Homework Assignment No.:2Assigned Date:9/23/11Due Date:9/30/11Homework Total Points:Earned Points:Problem 1(4.34. page 184) Water is flowing in a 2.5 in. diameter
Syracuse - CIE - 294
Principles of Fluid MechanicsCIE 327 - Fall 2011Name:Dan AielloPersonal No.:2Homework Assignment No.:2Assigned Date:9/9/11Due Date:9/16/11Homework Total Points:Earned Points:Problem 1(2.68. page 80) Find the force P If a cylinder 4m in diam
Syracuse - CIE - 294
Principles of Fluid MechanicsCIE 327 - Fall 2011Name:Dan AielloPersonal No.:2Homework Assignment No.:2Assigned Date:9/9/11Due Date:9/16/11Homework Total Points:Earned Points:Problem 1 (1.16. Page 32) Express the dimensions of the following
Syracuse - CIE - 294
Table of ContentsNarrative: Page 3Proposal: Page 4-8User Testing Results: Page 9Narrative:Overall I found this class very helpful to me and it gave me skills I will use for the rest ofmy life. Project one and two were directly related to my major. W
Syracuse - CIE - 294
Table of ContentsNarrative: Page 3Proposal: Page 4-8User Testing Results: Page 9Narrative:Overall I found this class very helpful to me and it gave me skills I will use for the rest ofmy life. Project one and two were directly related to my major. W
Syracuse - GEO - 103
Critical Hydraulic Gradient- whenthe seepage force just balances thebuoyant weight of an element of soil.Preconsolidation stress ( P ) is themaximum effective stress that a soilhas suffered throughout its life.Secondary Consolidation- isprimarily d
Syracuse - GEO - 103
Dan AielloGeo. Eng. HW #5Question 1Identify the soil types using the permeabilitys given.Set up one clean coarse SandSet up two clayey sandSet up three clayey sandQuestion 2Which of the following materials would satisfy a minimum permeability of .
Syracuse - GEO - 103
Question 1Set up one clean coarse SandSet up two clayey sandSet up three clayey sandQuestion 2You would use the clean coarse sand and during installation you would make sure to not tocompact it because it would decrease permeability.Question 3Ques
Syracuse - GEO - 103
Geo 103 Class Bibliography (through Week 8)Blackle. 2010. About. http:/www.blackle.com/about/. Heap Media.Blackle. 2010. Tips. http:/www.blackle.com/tips/. Heap Media.Costanta, Robert, et al. 1997. The Value of the Worlds Ecosystem Services and Natural
Syracuse - GEO - 103
These rigs are operational 24 hrs 7 days a week for 21 to 28 daysDrilling shafts are isolated with tubing and cement casing to protect ground waterAir compressors remove rock bits and waste is taken and disposed by state regulationOnce the boreing reac
Syracuse - GEO - 103
Dan AielloGeo. Eng. HW #41) A constant head hydraulic conductivity test has been conducted on a 110mm diameter,270 mm tall fine sand specimen in a permeameter . The upper and lower reservoirelevations were 2010 mm and 1671 mm above the lab floor. The
Syracuse - GEO - 103
Dan AielloGeo. Eng. HW #31) How does the dry unit weight d differ from the unit weight ? Why is the proctor method ofassessing soil compaction based on the dry unit weight and not the unit weight?-Dry unit weight and unit weight are similar because th
Syracuse - GEO - 103
Derived Equations assuming Vs=1Specific surface=volume/area for claySoil classificationSieveIdentification3 in2 in1.5 in1 in in3/8 in#4#8#10#16#20#30#40#50#60#100#140#200inchmm321.51.75.374.187.0929.0787.0465.0335.0236
Syracuse - GEO - 103
IntroductionThe purpose of this lab is to perform an Atterberg limit tests on a selected soil that wasred moist and had fine particles. Atterberg limit tests are vital when starting new construction onan unknown soil. The reason why we conduct atterber
Syracuse - GEO - 103
Dan Aiello9/25/11Prof. LindnerGEO. 103Response Paper #3In the article Individualization: Plant a Tree, Buy a Bike, Save World? By Michael F.Maniates shows that making the environment cleaner is all placed on the individuals shoulders. Ifound the wa
Syracuse - GEO - 103
Dan AielloGeo. Eng. HW #2Question 5(HW 1)A laboratory test is made by adding sufficient water to a sample of remolded clayey soil to bringits consistency above the liquid limit water content. The wet soil is placed in a stainless steelcontainer with
Syracuse - GEO - 103
Dan AielloGEO 1039/11/11Keith LindnerResponse Paper # 2In Slicing up the Rainforest on Your Breakfast Cereal, by John Vandermeer and IvettePerfecto, these two authors explained the poor economic status of Costa Rica and how itcorrelates with the de
Syracuse - GEO - 103
For Particle Size Analysis there are two main steps to follow which are the Sieve Analysis thenfollowed by the Hydrometer Test.Sieve Analysis: For the Sieve Analysis we start out by taking our soil and examining the physicalqualities of it seen by the
Syracuse - GEO - 103
Dan AielloGEO 1039/11/11Keith LindnerResponse Paper # 1In Thirteen Ways of Seeing Nature in L.A., Jenny Price tries to explain that you canfind nature in any place in the world, including very industrialized locations. Jenny Price wasoriginally fro
Syracuse - GEO - 103
Table of ContentsIntroduction - Page 3Materials and Equipment- Page 4Procedures - Page 5Results and Discussion- Page 6 - 9Conclusion- Page 9Answers to Questions- Page 9 -10Introduction:Geotechnical engineering is the first step in starting any new
Syracuse - GEO - 103
MondayTuesdayWednesdayThursdayFridayEnv. Eng 341 M0019:30 10:25Newhouse 1 101Intro to Geom Tech337 - M1019:30 10:50Hall of Lang 114Env. Eng 341 M0019:30 10:25Newhouse 1 101Intro to Geom Tech337 - M1019:30 10:50Hall of Lang 114Env. Eng 3
Syracuse - CIE - 300
AFORA is a plan to construct a city under the canals of amsterdam. This project is predicted tostart in 2018 and expected to be finished in 10 years. The project costs are estimated to be around14.4 billion US dollars.The primary objective of this proj
Syracuse - CIE - 300
Dan AielloWriting 205Professor Cronin6 February 2011Three MethodsIn the article Closing the Achievement Gap by Detracking Carol Burris and KevinWelner they talk about how schools can close the achievement gap by grouping lower levelclasses and high
Syracuse - CIE - 300
Construction Project ProposalTo: Jeanette JeneaultFrom: Dan Aiello and Sean PardySubject: Progress MemoDate: 8/11/11We have made tons of progress in the past week and since we met in our conference. I have beenfine tuning the webpage and using your
Syracuse - CIE - 300
Introduction:We have decided to create a webpage for a company called PA Construction. This websitespurpose is to display what a great company PA construction really is. We designed this websiteso it is extremely user friendly and so people wont leave
Syracuse - CIE - 300
Construction Project ProposalTo: Jeanette JeneaultFrom: Dan Aiello and Sean PardySubject: Progress MemoDate: 7/29/11We decided to use Construction Management as our subject for project three. Our proposal willbe for a construction management group f