简化版英文运筹学案例.doc

一、LP1. Example 2.3-1 (Urban Renewal Model)The city of Erstville is faced with a severe budget shortage. Seeking a long-term solution, the city council votes to improve the tax base by condemning an inner-city housing area and replacing it with a modern development.The project involves two phases: (1) demolishing substandard houses to provide land for the new development, and (2) building the new development. The following is a summary of the situation.1. As many as 300 substandard houses can be demolished. Each house occupies a .25-acre lot. The cost of demolishing a condemned house is $2000.2. Lot sizes for new single-, double-, triple-, and quadruple-family homes( units) are .18, .28, .4, and .5 acre, respectively. Streets, open space, and utility easements account for 15% of available acreage.3. In the new development the triple and quadruple unites account for at least 25% of the total. Single units must be at least 20% of all units and double units at least 10%.4. The tax levied per unit for single, double, triple, and quadruple units is $1000, $1900, $2700 , and $3400, respectively.5. The construction cost per unit for single-, double-, triple-, and quadruple- family homes is $50,000, $70,000, $130,000, and $160,000, respectively. Financing through a local bank can amount to a maximum of $15 million.How many units of each type should be constructed to maximize tax collection?Mathematical model:x1=Number of units of single-family homesx2=Number of units of double-family homes x3=Number of units of triple-family homes x4=Number of units of quadruple-family homes x5=Number of old homes to be demonishedThe complete model thus becomesMax z=1000x1+1900x2+2700x3+3400x4Subject to .18x1+.28x2+.4x3+.5x4-.2125x5x5 Solution:Total tax collection =z= $343,965Number of single homes =x1=35.8336 unitsNumber of double homes =x2=98.5399 unitsNumber of triple homes =x3=44.7945 unitsNumber of quadruple homes =x4=0 unitsNumber of homes demonished =x5=244.49245 units1. Example 2.3-2 (Currency Arbitrage Model)Suppose that a company has a total of 5 million dollars that can be exchanged for euros()，British pounds()，yen(￥), and Kuwaiti dinars(KD). Currency dealers set the following limits on the amount of any single transaction: 5 million dollars, 3 million euros, 3.5 million pounds, 100 million yen, and 2.8 million KDs. The table below provides typical spot exchange rates. The bottom diagonal rates are the reciprocal of the top diagonal rates. For example, rate( $)=1/rate($ )=1/.769=1.30.$￥KD$1.769.625105.3421/.7691.813137.4451/.6251/.8131169.543￥1/1051/1371/1691.0032KD1/.3421/.4451/.5431/.00321Is it possible to increase the dollar holdings(above the initial $5 million) by circulating currencies through the currency market?Mathematical Model:For the purpose of developing the model and simplifying the notation, the following numeric code is used to represent the currencies.Currency$￥KDCode12345Define Amount in currency i converted to currency j, i and j =1,2,5The complete model is now given asMaximize z=ySubject to Solution:The optimum solution is:SolutionInterpretationy=5.09032Final holdings=$5,090,320Net dollar gain=$90,320, whichrepresents a 1.8064% rate of returnx12=1.46206Buy $1,462,060 worth of eurosx15=5Buy $5,000,000 worth of KDx25=3Buy 3,000,000 worth of KDx31=3.5Buy 3,500,000 worth of dollarsx32=0.931495Buy 931,495 worth of eurosx41=100Buy ￥100,000,000 worth of dollarsx42=100Buy ￥100,000,000 worth of eurosx43=100Buy ￥100,000,000 worth of poundsx53=2.085Buy KD2,085,000 worth of poundsx54=.96Buy KD960,000 worth of yen3.Example 2.3-7 (Crude Oil Refining and Gasoline Blending)Shale Oil, located on the island of Aruba, has a capacity of 1,500,000 bbl of crude oil per day. The final products from the refinery include three types of unleaded gasoline with different octane numbers(ON): regular with ON=87, premium with ON=89, and super with ON=92. The refining process encompasses three stages: (1) a distillation tower that produces feedstock (ON=82) at the rate of .2 bbl per bbl of crude oil, (2) a cracker unit that produces gasoline stock(ON=98) by using a portion of the feedstock produced from the distillation tower at the rate of .5 bbl per bbl of feedstock, and (3) a blender unit that blends the gasoline stock from the cracker unit and the feedstock from the distillation tower. The company estimates the net profit per barrel of the three types of gasoline to be $6.70, $7.20, and $8.10, respectively. The input capacity of the cracker unit is 200,000 barrels of feedstock a day. The demand limits for regular, premium, and super gasoline are 50,000,30,000, and 40,000 barrels per day. Develop a model for determining the optimum production schedule for the refinery.Mathematical Model:Let =bbl/day of input stream i used to blend final product j,i=1,2;j=1,2,3The complete model is thus summarized as Maximize Subject to Solution:The optimum solution is z=1,482,000, x11=20,625, x21=9375, x12=16,875, x22=13,125, x13=15,000, x23=25,000. This translates to Daily profit =$1,482,000Daily amount of regular gasoline=x11+x21=20625+9375=30,000 bbl/dayDaily amount of premium gasoline=x12+x22=16875+13125=30,000 bbl/dayDaily amount of regular gasoline=x13+x23=15000+25000=40,000 bbl/dayThe solution shows that regular gasoline production is 20,000 bbl/day short of satisfying the maximum demand. The demand for the remaining two grades is satisfied.Exercise(1) (page65, Ex6) Traffic Light Control (Stark and Nicholes, 1972) Automobile traffic from three highways, H1, H2, and H3, must stop and wait for a green light before exiting to a toll road. The tolls are $3，$4，and $5 for cars exiting from H1, H2, and H3, respectively. The flow rates from H1, H2, and H3 are 500,600,and 400 cars per hour. The traffic light cycle may not exceed 2.2 minutes, and the green light on for 10 seconds. The toll gate can handle a maximum of 510 cars per hour. Assuming that no cars move on yellow, determine the optimal green time interval for the three highways that will maximize toll gate revenue per traffic cycle.(2)(page65, Ex8) Leveling the Terrain for a New Highway (Stark and Nicholes, 1972) The Arkansas Highway Department is planning a new 10-mile highway on uneven terrain as shown by the profile in Figure 2.10. The width of the construction terrain is approximately 50 yards. To simplify the situation, the terrain profile can be replaced by a step function as shown in the figure. Using heavy machinery, earth removed from high terrain is hauled to fill low areas. There are also two burrow pits, I and II, located at the ends of the 10-mile stretch from which additional earth can be hauled, if needed. Pit I has a capacity of 20,000 cubic yards and pit II a capacity of 15,000 cubic yards. The costs of removing earth from pits I and II are, respectively, $1.50 and $1.90 per cubic yard. The transportation cost per cubic yard per mile is $.15 and the cost of using heavy machinery to load hauling trucks is $.20 per cubic yard. This means that a cubic yard from pit I hauled one mile will cost a total of (1.5+.20)+1*.15=$1.85 and a cubic yard hauled one mile from a hill to a fill area will cost .20+1*.15=$.35. Develop a minimum cost plan for leveling the 10-mile stretch.(3)(page66, Ex9) Military planning (Shepard and Associates,1988) The Red Army (R) is trying to invade the territory defended by the Blue Army (B). Blue has three defense lines and 200 regular combat units and can draw also on a reverse pool of 200 units. Red plans to attack on two fronts, north and south, and Blue has set up three east-west defense lines, I, II, and III. The purpose of defense lines I and II is to delay the Red Army attack by at least 4 days in each line and to maximize the total duration of the battle. The advance time of the Red Army is estimated by the following empirical formula:Battle duration in days=a+bThe constants a and b are a function of the defense line and the north/south front as the following table shows:abIIIIIIIIIIIINorth front.5.75.558.87.910.2South front1.11.31.510.58.19.2The Blue Army reserve units can be used in defense lines II and II only. The allocation of units by the Red Army to the three defense lines is given in the following table.Number of Red Army attack unitsDefense Line IDefense Line IIDefense Line IIINorth front306020South front304020How should Blue allocate its resources among the three defense lines and the north/south fronts?(4)(page67, Ex12). Allocation of Aircraft to Routes. Consider the problem of assigning aircraft to four routes according to the following data:Number of daily trips on routeAircraft typeCapacity(passengers)Number of aircraft12341505322123084332320105542Daily number of customers100020009001200The associated costs,including the penalties for losing customers because of space unavailability, areOperating cost($) per trip on routeAircraft type1234110001100120015002800900100010003600800800900Penalty($) per lost customer 40504570Determine the optimum allocation of aircraft to routes and determine the associated number of trips.二、Graph Theory1. Example 6.3-3 (Three-Jug Puzzle)An 8-gallon jug is filled with fluid. Given two empty 5- and 3-gallon jugs, we want to divide the 8 gallons of fluid into two equal parts using the three jugs. No other measuring devices are allowed. What the smallest number of transfers (decantations) needed to achieve this result?You probably can guess the solution to this puzzle. Nevertheless, the solution process can be systematized by representing the problem as a shortest-route problem.A node is defined to represent the amount of fluid in the 8-,5-, and 3-gallon jugs, respectively. This means that the network starts with node (8,0,0) and terminates with the desired solution node (4,4,0). A new node is generated from the current node by decanting fluid from one jug into another.Figure 6.13 shows different routes that lead from the start node (8,0,0) to the end node (4,4,0). The arc between two successive nodes represents a single transfer, and hence can be assumed to have a length of 1 unit. The problem thus reduces to determining the shortest route between node (8,0,0) and node (4,4,0).The optimal solution, given by the bottom path in Figure 6.13, requires 7 transfers.Exercise(1) (page242, Ex4) Figure 6.9 gives the mileage of the feasible links connection nine offshore natural gas wellheads with an inshore delivery point. Because wellhead 1 is the closest to shore, it is equipped with sufficient pumping and storage capacity to pump the output of the remaining eight wells to the delivery point. Determine the minimum pipeline network that links the wellheads to the delivery point.(2) (page242, Ex5)In Figure 6.9 of Problem 4, suppose that the wellheads can be divided into two groups depending on gas pressure: a high pressure group that includes well 2,3,4, and 6, and a low-pressure group that includes well 5,7,8, and 9. Because of pressure difference, it is not possible link the wellheads from the two groups. At the same time, both groups must be connected to the delivery point through wellhead 1. Determine the minimum pipeline network for this situation.(3)(page271, Ex9) The academic council at the U of A is seeking representation from among six students who are affiliated with for honor societies. The academic council representation includes three areas: mathematics, art and engineering. At most two students in each area can be on the council. The following table shows the membership of the six students in the four honor societies:SocietyAffiliated student11,2,321,3,533,4,541,2,4,6The students who are skilled in the areas of mathematics, art, and engineering are shown in the following table:AreaSkilled studentsMathematics1,2,4Art3,4Engineering4,5,6A student who is skilled in more than one area must be assigned exclusively to one area only. Can all four honor societies be represented on the council?三、CPM Exercise (page 284)PROBLEM SET 6.5B1. Determine the critical path for the project network in Figure 6.43.2. Determine the critical path for the project networks in Figure 6.44.五、Case Studies1Case 5: Optimal Ship Routing and Personnel Assignment for Naval Recruitment in Thailand6Tools: Transportation model, ILPArea of application: Transportation, routingDescription of the situation:Thailand Navy recruits are drafted four times a year. A draftee reports to one of 34 centers in a home locality and is then transported by bus to one of four navy branch bases. From there, recruits are transported to the main naval base by ship. All trips originate from and terminate at the main base. The docking facilities at the branch bases may restrict the type of ship that can visit a base. Three classes of ship are available as summarized in Table 24.6. Table 24.7 provides the distances between the main base (0) and branch bases (1, 2, 3, and 4), The matrix is symmetrical and all distances are in kilometers.Each branch base has a limited capacity but, as whole, the four bases have sufficient capacity to accommodate all the draftees. During the summer of 1983, a total of 2929 draftees were transported from the drafting centers to the four branch bases and then to the main base.TABLE 24.6 Ship Availability for Transporting RecruitsCapacityAvailable numberAllowedShip class(number of recruits)of round tripsbased1100212200101, 2, 3360021, 2, 3, 4TABLE 24.7 Distance matrix (in kilometers) for main (0) and branch (1,2,3, and 4) basesToFrom012340031051054066013100150190225251015002590354019025070466022590700Two problems arise concerning the transportation of the recruits:1. How should the draftees be transported by bus from drafting centers to branch bases?2. How should the draftees be transported by ship from branch to the main base?6Source: P. Choypeng, P. Puakpong, and R. Rosenthal, “Optimal Ship Routing and Personnel Assignment for Naval Recruitment in Thailand,” Interfaces, Vol. 16, No. 4, pp. 47-52, 1986.2 Case 7: Optimizing Trailer Payloads at PFG Building Glass9Tools: ILP, static force (free-body diagram) calculationsArea of application: Transportation and distributionDescription of the situation:PFG, a South African glass manufacturer, uses specially equipped (fifth-wheel) trailers to deliver packs of flat glass sheets to customers Packs normally vary in both size and weight, and a single trailer load may include different packs depending on received orders. Figure 24.12 illustrates a typical hauler-trailer rig with its axles located at points A, B, and C. Government regulations set maximum limits on axle weights. The actual positioning of the packs on the trailer