Mat MPS 1 Part A: Determining fair rank between teams(no ties) Let win=3‚ draw=1 and lose=0. The reason for this weighting method is because it is natural for the loser not to get a point. Also‚ there must be a visible gap between winners and draw players. This can be proved by contradiction proof. Blue | B | Crimson | C | Green | G | Orange | O | Red | R | Yellow | Y | Assume that win=2 draw=1 and lose=0. If the supremacy matrix is calculated‚ tie always occurs‚ which proves that
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Operations Research Unit 6 Unit 6 Structure Assignment Problem 6.1. 6.2. 6.3. 6.4. Introduction Mathematical formulation of the problem Hungarian method algorithm Routing problem 6.4.1. Unbalanced A.P 6.4.2 Infeasible Assignments 6.4.3 Maximization in A.P 6.5. 6.6. Traveling salesmen problem Summary Terminal Questions Answers to SAQs and TQs 6.1 Introduction The assignment problem is a special case of the transportation problem‚ where the objective is to minimiz
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Date: 09-02-2013 Experiment 1(a) Laboratory determination of water (moisture) content of a soil sample by oven drying method Reference: ASTM D2216-98 Need and scope of the experiment: In almost all soil tests natural moisture content of the soil is to be determined. The knowledge of the natural moisture content is essential in all studies of soil mechanics. To sight a few‚ natural moisture content is used in determining the bearing capacity and settlement. The natural moisture content will
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ethanol * Column type: Sieve tray column * Operating condition: 70% of flooding Applying material balance to the rectifying section (Eqn 01); V=L+D Applying material balance for the more volatile component - C2H5OH (Eqn 02); V×yn+1=L×xn+D×xD From equation 01 & 02; L+D×yn+1=L×xn+D×xD yn+1=LL+D×xn+DL+D×xD D‚ xD W‚ xW F‚ xF D‚ xD W‚ xW F‚ xF yn+1=LDLD+1×xn+1LD+1×xD Therefore‚ equation for Top Operating Line (TOL); yn+1=RR+1×xn+1R+1×xD Applying overall material balance for
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stresses has on the geostatic step and the subsequent analysis. In section 01 constant pore pressure profile is specified and where the effect of specifying the correct and incorrect initial stresses on the geostatic step are explored. In section 02 pore pressures are varied linearly with depth and the initial effective stresses are correctly specified from the total stresses. Section 01: Geostatic step stress calculation • ABAQUS uses the initial stresses specified by the user (*INITIAL
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Grade 11 Dynamics Lab Report Friction SPH3U1-02 Williams. C. By----James & Hao Feng & Henry Zhang Purpose: By measuring the friction and μ of a container and change different variables including mass‚ surface and gradient‚ get causes of the change of friction and μ. Materials: A container Three Pen bag in different mass A rough wood board A clean desk Rulers Thrust meter. Steps Prepare
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Task 1 P1 15/10/13 22/10/13 Task 2 P2 9/10/13 12/11/13 Task 3 P3 19/11/13 10/12/13 Task 4 P4 17/12/13 24/12/13 Task 5 P5 07/01/14 14/01/14 Task 6 P6 21/01/14 28/01/14 Task 7 P7 04/02/14 11/02/14 Task 8 M2 18/02/14 25/02/14 Task 9 M3 04/03/14 11/03/14 Task 10 D1 11/03/14 18/03/14 Grading Criteria Ref. No. Grading Criteria Assign. Or Task No. Evidence/ Page No. Feedback Met? Y/N Assessor Sig./Date P1 Explain the features of a
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Investigation of the influence of the endothelium on the actions of acetylcholine and nitroprusside. Results (a) Estimate the maximum responses (Emax) and EC50 values for phenylephrine with the two types of arterial ring. Put this data in a single‚ self-explanatory table. Table1. Emax and EC50 values for phenylephrine. Phenylephrine | Emax in grams tension | EC50 in nM | Endothelium intact | 2.2 | 40 | Endothelium denuded | 2.9 | 10 | (c)
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Exxon Valdez Oil Spill? The Exxon Valdez was an oil tanker that gained notoriety after running aground in Prince William Sound spilling hundreds of thousands of barrels of crude oil in Alaska .The size of the spill is estimated at 40‚900 to 120‚000 m3 or 257‚000 to 750‚000 barrels.In 1989‚ the Exxon Valdez oil spill was listed as the 54th largest spill in history.At the time of the spill‚ Exxon Valdez was employed to transport crude oil from the Alyeska consortium’s pipeline terminal in Valdez‚ Alaska
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tank is filled with water. The weight of the combined system is to be determined. Assumptions The density of water is constant throughout. Properties The density of water is given to be = 1000 kg/m3. Analysis The mass of the water in the tank and the total mass are mw =V =(1000 kg/m3)(0.2 m3) = 200 kg mtotal = mw + mtank = 200 + 3 = 203 kg Thus‚ 1-14 The variation of gravitational acceleration above the sea level is given as a function of altitude. The height at which the weight
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