Multi-Objective Human Resource Allocation Approach for Sustainable Traffic Management
Abstract
:1. Introduction
- Number of road accidents in India was 464,910 in 2017, causing 147,913 deaths and 470,975 injuries
- The top eleven Indian cities, namely Bhopal, Chennai, Delhi, Hyderabad, Indore, Jabalpur, Jaipur, Kochi, Kolkata, Mumbai, and Mallapuram accounted for 51.1% of the RTI
Literature Review
2. Mathematical Model
List of notations | |
Sets | |
T | traffic manpower resources types (index: t); t = a, s, c, h, v |
number of available manpower resources of types t, | |
i | number of road segments, i = 1, 2, … , m |
j | number of shifts, j = 1, 2, … , n |
s | special event of event types, s = 1, 2, … , p |
Parameters | |
minimum number of total traffic personnel that need to be allocated to i-th road-segment and j-th shift | |
operational cost of traffic personnel of type t | |
length of i-th road | |
if there is possibility a special event occurring or higher traffic flow in i-th road-segment and j-th shift; , other wise | |
average number of cases logged by traffic personnel of type t in each shift | |
special event of type s occurred at j-th shift, | |
minimum number of personnel that needs to be allotted to s-th event | |
minimum number of personnel that needs to be allotted to surveillance at j-th shift | |
minimum number of personnel that needs to be allotted to emission controls | |
Decision Variables | |
, if -th traffic personnel of type t is allocated to i-th road segment in j-th shift; , otherwise |
- The first objective minimizes the sum of total allocation cost in all roads and shifts in a particular day:Therefore, G1 ensures that the overall allocation cost remains manageable.
- The second objective maximizes the allocation of Sergeants to all accident-prone roads:Therefore, based on the prior information, more Sergeants need to be allocated on accident-prone road segments.
- The third objective minimizes the total number of volunteer personnel in the entire allocation scheme:Therefore, G3 ensures that manpower in the existing system should be utilized as efficiently as possible.
- Finally, the fourth objective maximizes the number of direct contracts to identify traffic and emission rule violations:Note that G4 maximizes the direct contract related with rule violation; emission etc. Traffic rule violations and vehicular emissions have become regular occurrences in India. In particular, the city Kolkata is considered to be one of the most polluted cities in India in terms of air pollution. Vehicular emission is considered to be one of the key causes of this poor situation. On the other hand the number of vehicles are increasing rapidly and the violation of traffic rules has become a common phenomenon. KTP Yearbook stated that 7,470,380 cases were lodged against traffic rule violation and 102,943 cases were lodged against rash driving in 2017. KTP is not only committed to maintaining smooth traffic flow but also to managing these rule violations. KTP employs dedicated teams to control these situations. Therefore, we incorporate this goal so that direct contact can be improved as much as possible [6,13]. The functional and operational constraints for the proposed multi-objective optimization model are as follows:Constraint (1) ensures that an individual traffic personnel cannot be allocated to more then two shifts in a day. Constraint (2) represents the minimum requirement of traffic resources in shift and road segment. This constraint ensures that at least some manpower should be allocated to each road and shift from all five types of personnel. Constraint (3) and (4) represent the allocation of volunteer traffic resources, i.e., Home-Guards (h), and Civic- Volunteers (v) can be assigned with either an ASI or a Constable. Constraint (5) ensures the unavailability of ASIs, Sergeants, and Constables on a particular day. Constraint (6) represents that the allocation of ASIs, Sergeants and Constables is not possible for two consecutive shifts. Note that Home-Guards or Civic-Volunteers can be allocated in consecutive shifts. Constraint (7) represents the allocation of type traffic resources to manage type of special events occur in shift. Constraint (8) represents the allocation of ASIs and Sergeants for surveillance purposes in road segment and shift. Constraint (9) represents the allocation of Civic-Volunteers for emission reduction purposes in shift. The complexity of the above multi-objective binary linear programming model is a function of problem size affected by the set of road segments, set of shifts, number of five types of manpower resources, and therefore the model consists of binary decision variables.
3. Solution Procedure
- Step 1:
- Determine the positive ideal solution() and the negative ideal solution() for each objective function () by solving each objective function while ignoring the other objective function subject to set of constraints.
- Step 2:
- Construct linear membership functions featuring both the continuously increasing property of the maximization objective function and the decreasing property of the minimization objective function. For the maximization objective goal ():For the minimization type objective function ():
- Step 3:
- Solve the following optimization problem in Phase 1 as given below:Note that membership functions in the two-phase approach do not have an upper or lower bound unlike the conventional max-min operator approach. Therefore, in Phase 1, each objective function might not attain the lowest or highest possible compromise value because in a decision making context, the fuzzy goals are set by the decision maker through subjective domain knowledge. Therefore, if we optimize in Phase I, we first obtain a trade-off among all objectives.
- Step 4:
- Finally, Phase II provides the flexibility to reach optimal for each objective by relaxing this constraint. The decision-maker needs to solve the following optimization problem in this regard:
4. Case Study
5. Conclusions
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
Appendix A. Activities of Volunteers in Day-to-Day Operation
Appendix B. Detailed Numerical Results
Number of Roads | Obj 1 | Obj 2 | Obj 3 | Obj 4 | a | s | c | h | b | Total (a + s + c + h + v) | CPU Time (Sce.) | |
---|---|---|---|---|---|---|---|---|---|---|---|---|
5 | Obj1 | 223,200 | 0 | 158 | 449 | 81 | 0 | 19 | 140 | 18 | 258 | 95.15 |
Obj2 | 430,000 | 32 | 116 | 1199 | 76 | 160 | 22 | 94 | 22 | 374 | ||
Obj3 | 333,700 | 12.81 | 18 | 999 | 86 | 135 | 19 | 0 | 18 | 258 | ||
Obj4 | 970,000 | 18.07 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | ||
Phase2 | 505,200 | 29.76 | 18 | 1541 | 61 | 160 | 183 | 0 | 18 | 422 | ||
6 | Obj1 | 257,600 | 0 | 174 | 525 | 97 | 0 | 23 | 156 | 18 | 294 | 112.15 |
Obj2 | 625,500 | 29.33 | 401 | 1475.50 | 97 | 160 | 25 | 218 | 183 | 683 | ||
Obj3 | 376,100 | 15.57 | 18 | 1129 | 98 | 155 | 17 | 0 | 18 | 288 | ||
Obj4 | 970,000 | 17.05 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | ||
Phase2 | 522,600 | 28.30 | 18 | 1574 | 93 | 160 | 162 | 0 | 18 | 433 | ||
7 | Obj1 | 294,300 | 1 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 | 181.15 |
Obj2 | 496,600 | 32 | 164 | 1332.50 | 98 | 160 | 28 | 145 | 19 | 450 | ||
Obj3 | 407,100 | 18.23 | 41 | 1198 | 100 | 160 | 22 | 23 | 18 | 323 | ||
Obj4 | 970,000 | 17.51 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | ||
Phase2 | 546,100 | 31.73 | 41 | 1615 | 100 | 160 | 161 | 23 | 18 | 462 | ||
8 | Obj1 | 326,800 | 2.91 | 192 | 727 | 100 | 32 | 28 | 174 | 18 | 352 | 458.15 |
Obj2 | 492,900 | 31.87 | 137 | 1350 | 100 | 160 | 41 | 117 | 20 | 438 | ||
Obj3 | 430,200 | 19.80 | 64 | 1242 | 100 | 160 | 29 | 46 | 18 | 353 | ||
Obj4 | 970,000 | 16.38 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | ||
Phase2 | 569,200 | 31.87 | 64 | 1659 | 100 | 160 | 168 | 46 | 18 | 492 | ||
9 | Obj1 | 365,300 | 5.27 | 207 | 834 | 100 | 48 | 32 | 189 | 18 | 387 | 512.27 |
Obj2 | 496,800 | 31.47 | 146 | 1352.50 | 100 | 160 | 40 | 119 | 27 | 446 | ||
Obj3 | 456,900 | 20.73 | 95 | 1288.00 | 100 | 160 | 34 | 77 | 18 | 389 | ||
Obj4 | 970,000 | 22.18 | 700 | 2200.00 | 100 | 160 | 200 | 300 | 400 | 1160 | ||
Phase2 | 599,900 | 31.47 | 95 | 1717 | 100 | 160 | 177 | 77 | 18 | 532 | ||
10 | Obj1 | 405,200 | 7.1905 | 224 | 943 | 100 | 64 | 36 | 206 | 18 | 424 | 514.27 |
Obj2 | 522,400 | 31.733 | 176 | 1397.50 | 100 | 160 | 47 | 137 | 39 | 483 | ||
Obj3 | 487,000 | 18.833 | 128 | 1342 | 100 | 160 | 41 | 110 | 18 | 429 | ||
Obj4 | 970,000 | 20.029 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | ||
Phase2 | 619,000 | 30.45 | 128 | 1738 | 100 | 160 | 173 | 110 | 18 | 561 | ||
11 | Obj1 | 444,400 | 7.89 | 240 | 1051 | 100 | 80 | 40 | 222 | 18 | 460 | 615.09 |
Obj2 | 557,800 | 30.08 | 232 | 1442 | 100 | 160 | 43 | 194 | 38 | 535 | ||
Obj3 | 512,400 | 15.93 | 160 | 1383 | 100 | 160 | 44 | 142 | 18 | 464 | ||
Obj4 | 970,000 | 15.36 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | ||
Phase2 | 648,400 | 30.08 | 160 | 1791 | 100 | 160 | 180 | 142 | 28 | 610 |
Number of Roads | Obj1 | Obj2 | Obj3 | Obj4 | a | s | c | h | v | Total | CPU Time (Sec.) |
---|---|---|---|---|---|---|---|---|---|---|---|
5 | 223,200 | 0 | 158 | 449 | 81 | 0 | 19 | 140 | 18 | 258 | 13.41 |
6 | 257,600 | 0 | 172 | 526 | 99 | 0 | 22 | 154 | 18 | 293 | 19.81 |
7 | 294,300 | 1.6257 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 | 20.63 |
8 | 326,800 | 6.1667 | 192 | 727 | 100 | 32 | 28 | 174 | 18 | 352 | 42.97 |
9 | 365,300 | 8.9333 | 207 | 834 | 100 | 48 | 32 | 189 | 18 | 387 | 106.95 |
10 | 405,200 | 12.4 | 224 | 943 | 100 | 64 | 36 | 206 | 18 | 424 | 187.17 |
11 | 439,600 | 14.23 | 232 | 1045 | 100 | 80 | 40 | 218 | 14 | 452 | 366.21 |
Sergeants | Obj1 | Obj2 | Obj3 | Obj4 | a | s | c | h | v | Total Manpower (a + s + c + h + v) | |
---|---|---|---|---|---|---|---|---|---|---|---|
60 | Obj1 | 294,300 | 1.53 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 |
Obj2 | 440,400 | 24.00 | 164 | 1143.50 | 99 | 120 | 31 | 143 | 21 | 414 | |
Obj3 | 380,100 | 13.78 | 81 | 1053 | 100 | 120 | 27 | 63 | 18 | 328 | |
Obj4 | 910,000 | 13.78 | 700 | 2000 | 100 | 120 | 200 | 300 | 400 | 1120 | |
Phase2 | 533,100 | 24.00 | 81 | 1512 | 100 | 120 | 180 | 63 | 18 | 481 | |
80 | Obj1 | 294,300 | 1.00 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 |
Obj2 | 496,600 | 32.00 | 164 | 1332.50 | 98 | 160 | 28 | 145 | 19 | 450 | |
Obj3 | 407,100 | 18.23 | 41 | 1198 | 100 | 160 | 22 | 23 | 18 | 323 | |
Obj4 | 970,000 | 17.51 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | |
Phase2 | 546,100 | 31.73 | 41 | 1615 | 100 | 160 | 161 | 23 | 18 | 462 | |
100 | Obj1 | 294,300 | 1.85 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 |
Obj2 | 564,000 | 40 | 168 | 1549.50 | 100 | 200 | 31 | 145 | 23 | 499 | |
Obj3 | 419,900 | 19.73 | 18 | 1282 | 92 | 191 | 14 | 0 | 18 | 315 | |
Obj4 | 1,030,000 | 16.62 | 700 | 2400 | 100 | 200 | 200 | 300 | 400 | 1200 | |
Phase2 | 581,000 | 38.97 | 18 | 1765 | 100 | 200 | 152 | 0 | 18 | 470 | |
120 | Obj1 | 294,300 | 1.34 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 |
Obj2 | 617,300 | 48 | 159 | 1739 | 100 | 240 | 30 | 139 | 20 | 529 | |
Obj3 | 423,500 | 24.14 | 18 | 1306 | 80 | 203 | 14 | 0 | 18 | 315 | |
Obj4 | 1,090,000 | 27.06 | 700 | 2600 | 100 | 240 | 200 | 300 | 400 | 1240 | |
Phase2 | 605,000 | 46.97 | 18 | 1857 | 100 | 240 | 116 | 0 | 18 | 474 |
Volunteers | Obj1 | Obj2 | Obj3 | Obj4 | a | s | c | h | v | Total Manpower (a + s + c + h + v) | |
---|---|---|---|---|---|---|---|---|---|---|---|
h-560 | Obj1 | 268,840 | 0.80 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 |
v-400 | Obj2 | 474,400 | 32 | 164 | 1332.50 | 98 | 160 | 28 | 145 | 19 | 450 |
Obj3 | 402,080 | 18.23 | 41 | 1198 | 100 | 160 | 22 | 23 | 18 | 323 | |
Obj4 | 888,000 | 17.51 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | |
Phase2 | 522,080 | 31.73 | 41 | 1558 | 100 | 160 | 142 | 23 | 18 | 443 | |
h-630 | Obj1 | 281,570 | 0.80 | 187 | 626.00 | 100 | 14 | 26 | 169 | 18 | 327 |
v-450 | Obj2 | 485,500 | 32.00 | 164 | 1332.50 | 98 | 160 | 28 | 145 | 19 | 450 |
Obj3 | 404,590 | 18.23 | 41 | 1198.00 | 100 | 160 | 22 | 23 | 18 | 323 | |
Obj4 | 929,000 | 17.51 | 700 | 2200.00 | 100 | 160 | 200 | 300 | 400 | 1160 | |
Phase2 | 538,590 | 31.73 | 41 | 1600.00 | 100 | 160 | 156 | 23 | 18 | 457 | |
h-700 | Obj1 | 294,300 | 1 | 187 | 626 | 100 | 14 | 26 | 169 | 18 | 327 |
v-500 | Obj2 | 496,600 | 32 | 164 | 1332.5 | 98 | 160 | 28 | 145 | 19 | 450 |
Obj3 | 407,100 | 18.233 | 41 | 1198 | 100 | 160 | 22 | 23 | 18 | 323 | |
Obj4 | 970,000 | 17.514 | 700 | 2200 | 100 | 160 | 200 | 300 | 400 | 1160 | |
Phase2 | 546,100 | 31.73 | 41 | 1615 | 100 | 160 | 161 | 23 | 18 | 462 | |
h-770 | Obj1 | 307,030 | 1.34 | 187 | 626.00 | 100 | 14 | 26 | 169 | 18 | 327 |
v-550 | Obj2 | 507,700 | 32.00 | 164 | 1332.50 | 98 | 160 | 28 | 145 | 19 | 450 |
Obj3 | 409,610 | 18.23 | 41 | 1198.00 | 100 | 160 | 22 | 23 | 18 | 323 | |
Obj4 | 1,011,000 | 17.51 | 700 | 2200.00 | 100 | 160 | 200 | 300 | 400 | 1160 | |
Phase2 | 566,610 | 31.73 | 41 | 1669.00 | 100 | 160 | 179 | 23 | 18 | 480 | |
h-840 | Obj1 | 319,760 | 1.34 | 187 | 626.00 | 100 | 14 | 26 | 169 | 18 | 327 |
v-600 | Obj2 | 518,800 | 32.00 | 164 | 1332.50 | 98 | 160 | 28 | 145 | 19 | 450 |
Obj3 | 412,120 | 18.23 | 41 | 1198.00 | 100 | 160 | 22 | 23 | 18 | 323 | |
Obj4 | 1,052,000 | 17.51 | 700 | 2200.00 | 100 | 160 | 200 | 300 | 400 | 1160 | |
Phase2 | 577,120 | 31.73 | 41 | 1693.00 | 100 | 160 | 187 | 23 | 18 | 488 |
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Sanyal, S.N.; Nielsen, I.; Saha, S. Multi-Objective Human Resource Allocation Approach for Sustainable Traffic Management. Int. J. Environ. Res. Public Health 2020, 17, 2470. https://doi.org/10.3390/ijerph17072470
Sanyal SN, Nielsen I, Saha S. Multi-Objective Human Resource Allocation Approach for Sustainable Traffic Management. International Journal of Environmental Research and Public Health. 2020; 17(7):2470. https://doi.org/10.3390/ijerph17072470
Chicago/Turabian StyleSanyal, Soumendra Nath, Izabela Nielsen, and Subrata Saha. 2020. "Multi-Objective Human Resource Allocation Approach for Sustainable Traffic Management" International Journal of Environmental Research and Public Health 17, no. 7: 2470. https://doi.org/10.3390/ijerph17072470
APA StyleSanyal, S. N., Nielsen, I., & Saha, S. (2020). Multi-Objective Human Resource Allocation Approach for Sustainable Traffic Management. International Journal of Environmental Research and Public Health, 17(7), 2470. https://doi.org/10.3390/ijerph17072470