Text

TR-623, Rev. 0, Three Mile Island Generating Station, Development of Evacuation Time Estimates, Final Report. Page J-1 Through Page K-50
	ML14101A191
Person / Time
Site:	Crane
Issue date:	03/24/2014
From:	; KLD Engineering, PC
To:	; Exelon Generation Co, NRC/FSME, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
	RA-14-033, TMI-14-048 TR-623, Rev 0
	Download: ML14101A191 (68)
	v • d • e

APPENDIX J Representative Inputs to and Outputs from the DYNEV II System

J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEM This appendix presents data input to and output from the DYNEV II System. Table J-1 provides the volume and queues for the ten highest volume signalized intersections in the study area.

Refer to Table K-2 and the figures in Appendix K for a map showing the geographic location of each intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.

Table J-3 provides network-wide statistics (average travel time, average speed and number of vehicles) for an evacuation of the entire EPZ (Region R03) for each scenario.

Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -

Interstate 76, State Route 283, Interstate 83, Interstate 283, Interstate 81, US Route 322, US Route 422, State Route 441, and State Route 743 - for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions. Average speeds along Interstate 76 are essentially free-flowing during the entire evacuation due to the limited number of interchanges and maintenance gates to access it. All other major evacuation routes are operating under free-flow conditions at 7 hours8.101852e-5 days 0.00194 hours 1.157407e-5 weeks 2.6635e-6 months with the exception of the routes carrying evacuating vehicles out of the Hershey area (State Route 743, US Route 322, and US Route 422). As discussed in Section 7.3, US Route 322 and US Route 422 are the last roads to clear within the EPZ. As such, free-flow conditions are not reached until 10 hours1.157407e-4 days 0.00278 hours 1.653439e-5 weeks 3.805e-6 months .

Table J-5 provides the number of vehicles discharged and the cumulative percent of total vehicles discharged for each link exiting the analysis network, for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.

Figure J-1 through Figure J-14 plot the trip generation time versus the ETE for each of the 14 Scenarios considered. The distance between the trip generation and ETE curves is the travel time. Plots of trip generation versus ETE are indicative of the level of traffic congestion during evacuation. For low population density sites, the curves are close together, indicating short travel times and minimal traffic congestion. For higher population density sites, the curves are farther apart indicating longer travel times and the presence of traffic congestion. As seen in Figure J-1 through Figure J-14, the curves are spatially separated as a result of the pronounced traffic congestion in the EPZ, which was discussed in detail in Section 7.3.

Three Mile Island J-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections Max.

Approach Tota I Turn Intersection (up Volume Queue Node Location Control Node)

(Veh)

(Veh) 492 13,907 379 493 SR-743/SR-2015 &

Hershey Park Drive TCP -

Actuated 517 6,662 T 178 TOTAL 20,569 193 18,174 144 194 US-22 & SR-743 TCP-4617 0

0 Actuated 4616 1,669 1114 TOTAL 19,843 191 9,561 325 192 US-22 & SR-2015 TCP -

193 0

0 Actuated 1462 8,585 590 TOTAL 18,146 522 3,712 379 SR-743/Laudermilch TCP -

523

& Hershey Park Drive Actuated 5158 14,095 302 TOTAL 17,807 480 16,761 39 5818 US-322 & SR-241 Actuated 5819 0

0 TOTAL 16,761 479 16,748 506 480 US-322 & SR-934 Actuated 1435 0

0 TOTAL 16,748 1405 8,060 1323 96 0

0 US-422 & Lingle TCP -

Avenue Actuated 1408 325 0

TOTAL 15,988 4988 12,988 1647 3230 u

oa k

Actuated 4991 2,446 805 Road TOTAL 15,434 473 12,260 572 TCP-1418 943 110 474 US-322 & SR-117 TP-11 4

1 Actuated 1419 2,123 890 TOTAL 15,326 5166 11,583 437 492 Hershey Park Drive &

Actuated 5171 3,172 41 Hotel Road

____________TOTAL 14,755 11 Three Mile Island Evacuation Time Estimate J-2 KLD Engineering, P.C.

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Table J-2. Sample Simulation Model Input Vehicles Entering Link Network Directional Destination Destination Number on this Link Preference Nodes Capacity 8898 1,700 5776 92 NE 8145 1

4,500 8102 1,300 8898 1,700 1943 345 N

8145 4,500 8102 1,300 8145 4,500 5742 247 E

8898 1,700 8266 4,500 8898 1,700 5902 109 N

8102 1,300 8494 3,800 8346 1,300 3605 216 S

8801 1,700 8428 1,700 8266 4,500 2459 229 E

8145 4,500 8898 1,700 8494 3,800 1969 33 N

8881 4,500 8885 4,500 8266 4,500 5703 126E 8383 1,700 8585 1,700 4074 106 SE 8055 1,700 8370 4,500 8370 4,500 2257 91 SE 8585 1,700 8055 1,700 Three Mile Island Evacuation Time Estimate J-3 KLD Engineering, P.C.

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Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)

Scei 1

2I

-//

/

Network-Wide Average Travel Time (Min/Veh-Mi) 5.9 6.5 5.2 5.8 5.2 5.7 6.4 Network-Wide Average 10.1 9.2 11.6 10.4 11.6 10.5 9.4 Speed (mph)

Total Vehicles Exitin Networs 266,456 264,906 229,482 230,397 219,835 258,290 256,547 Exiting NetworkI Scenaio*

8 9i~i 10k 11,12 13]

14*

Network-Wide Average 6.9 4.9 5.6 5.9 5.0 5.2 5.8 Travel Time (Min/Veh-Mi)

Network-Wide Average 8.7 12.3 10.8 10.1 12.0 11.6 10.3 Speed (mph)

Total Vehicles Exitin Network 258,336 212,648 213,163 212,641 198,301 225,914 264,284 Exiting Network Three Mile Island Evacuation Time Estimate J-4 KLD Engineering, P.C.

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Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1) 1-76 West 8.6

6.

62 78

6.

94 75

7.

SR-283 East 15.2 66.3 13.7 66.9 13.6 69.9 13 70.0 13.0 70.0 13.0 1-83 North 9.4 2.8 200.0 1.5 371.9 1.6 356.4 3.3 170.1 4.0 139.0 1-83 South 10.2 69.8 8.7 69.8 8.7 68.1 8.9 70.0 8.7 70.0 8.7 1-283 North to 1-83 123North to 1-83Sot 4.3 51.5 5.0 9.7 26.4 55.4 4.6 66.4 3.9 66.4 3.9 North to 1-81 South US-322 East 10.7 3.1 209.2 1.2 532.6 1.1 608.0 1.2 555.4 1.5 422.9 US-422 East 4.2 1.7 147.3 1.3 188.0 2.0 123.6 1.6 158.2 4.6 55.2 SR-441 South 12.2 46.1 15.8 53.1 13.8 58.8 12.4 58.8 12.4 58.8 12.4 SR-743 North 12.4 5.3 141.0 2.5 302.5 2.9 257.0 2.7 277.6 3.1 243.8 1-76 W to 1-283 North 12.0 48.1 14.9 5.4 133.7 7.3 97.7 62.3 11.5 66.0 10.9 to 1-81 South Three Mile Island J-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1-76 East 14.0 70.0 12.010 i-76 West 8.6 70.0 7.4 70.0 7.4 70.0 7.4 70.0 7.4e 70.0 7.0 SR-283 East 15.2 70.0 13.0 70.0 13.0 70.0 13.0 70.0 13.0 70.0 13.0 1-83 North 9.4 10.0 56.3 67.5 8.3 67.5 8.3 67.5 8.3 68.0 8.0 1-83 South 10.2 70.0 8.7 70.0 8.7 70.0 8.7 70.0 8.7 70.0 9.0 1-283 North to 1-83 North to 1-81 South 4.3 66.4 3.9 66.4 3.9 66.4 3.9 66.4 3.9 66.0 4.0 US-322 East 10.7 3.0 211.6 8.7 73.8 11.5 55.8 13.2 48.5 53.0 12.0 US-422 East 4.2 3.3 75.7 2.0 129.2 3.5 71.8 11.6 21.8 40.0 6.0 SR-441 South 12.2 58.8 12.4 58.8 12.4 58.8 12.4 58.8 12.4 59.0 12.0 SR-743 North 12.4 5.6 134.4 8.4 88.6 8.0 93.1 44.4 16.8 46.0 16.0 1-76 W to 1-283 North 12.0 66.0 10.9 66.0 10.9 66.0 10.9 66.0 10.9 66.0 11.0 to 1-81 South J-6 KLD Engineering, P.C.

Three Mile Island Evacuation Time Estimate J-6 KLD Engineering, P.C.

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Table J-S. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Cu8m18,178 12,22 1

cla0e3 Time 24,232 1h e

25,954 2

1 6

4,2 818 12,228 16,278 20,328 24,232 25,954 26,816 26,816 26,816 12 9

8 8

9 10 10 10 10 10 745 1,847 3,009 3,746 4,314 4,947 5,536 6,109 6,663 6,939 207 2

2 2

2 3

3 212 3,799 8,042 11,847 14,535 16,445 17,852 18,447 18,447 18,447 18,447 11 9

8 8

7 7

530 2,032 6,019 9,991 13,437 14,509 14,509 14,509 14,509 14,509 14,509 6

6 7

7 7

6 6

5 2,492 6,495 10,488 14,344 14,524 14,524 14,524 14,524 14,524 14,524 7

7 7

6 6

5 703 389 1,004 2,810 2,989 2,989 2,989 2,989 2,989 2,989 2,989 1

1 2

2 1

1 1

1 36 294 441 472 472 472 472 472 472 472 775 0

0 0

0 907 443 926 1,396 1,852 2,320 2,751 3,026 3,308 3,586 3,654 1

1 1

1 1188 272 986 1,263 1,922 2,643 2,670 2,670 2,670 2,670 2,670 1

1 1

1 3,279 7,505 11,568 15,726 19,248 20,589 21,426 21,426 21,426 21,426 1193 10 8

8 8

9 9

9 8

8 8

496 1,485 2,372 3,192 3,657 3,657 3,657 3,657 3,657 3,657 2034 1

2 2

2 1

1 1

1 497 1,578 2,454 3,380 3,901 3,901 3,901 3,901 3,901 3,901 2052 1

2 2

2 1

1 2274 247 924 1,438 1,573 1,573 1,573 1,573 1,573 1,573 1,573 1

1 1

1 197 773 1,370 1,511 1,511 1,511 1,511 1,511 1,511 1,511 2398 1

1 1

1 2584 107 1,474 2,724 2,838 2,838 2,838 2,838 2,838 2,838 2,838 0

2 2

1 1

1 3026 1,021 4,034 7,210 10,379 13,540 15,847 16,297 16,297 16,297 16,297 3

4 5

5 6

7 7

6 6

6 3102 201 1,747 2,852 3,387 3,779 4,141 4,332 4,332 4,332 4,332 1

2 2

2 Three Mile Island Evacuation Time Estimate J-7 KLD Engineering, P.C.

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Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 106 686 1,604 2,023 2,311 2,311 2,311 2,311 2,311 2,311 3378 0

1 1

1 124 927 1,594 1,680 1,680 1,680 1,680 1,680 1,680 1,680 3939 0

1 1

1 100 1,030 2,015 2,115 2,115 2,115 2,115 2,115 2,115 2,115 3958 0

1 1

1 429 1,767 2,701 2,836 2,836 2,836 2,836 2,836 2,836 2,836 3985 1

2 2

1 1

1 4050 206 1,174 1,609 1,650 1,650 1,650 1,650 1,650 1,650 1,650 1

1 1

1 62 391 541 561 561 561 561 561 561 561 4068________

0 0

248 1,587 2,998 3,497 3,497 3,497 3,497 3,497 3,497 3,497 4236 1

2 2

1 1

1 5

27 53 57 57 57 57 57 57 57 0

0 0

0 4420 439 1,416 2,084 2,142 2,142 2,142 2,142 2,142 2,142 2,142 1

2 1

1 1

1 92 825 1,627 1,666 1,666 1,666 1,666 1,666 1,666 1,666 4446 0

1 1

1 1

1 700 2,319 3,953 5,582 6,837 7,442 7,772 7,772 7,772 7,772 4801____

2 2

3 3

11 125 252 264 264 264 264 264 264 264 4857____

0 0

5150 131 891 1,374 1,465 1,465 1,465 1,465 1,465 1,465 1,465 0

1 1

1 1,020 3,216 5,483 7,276 7,591 7,796 7,909 7,909 7,909 7,909 6024 3

3 4

4 3

3 3

3 6036 346 1,881 3,407 4,933 5,970 5,996 5,996 5,996 5,996 5,996 1

2 2

3 3

3 2

2 2

2 6066 1,946 4,991 8,297 11,606 14,907 17,748 20,465 22,929 24,522 25,161 6

5 6

6 7

7 8

9 9

9 6098 3,425 6,743 10,585 14,280 17,521 20,014 21,177 22,187 22,976 23,261 10 7

7 7

8 8

8 9

9 9

577 1,659 2,113 2,643 3,506 4,239 4,584 4,888 5,120 5,184 6102 2

2 1

1 2

2 2

2 Three Mile Island Evacuation Time Estimate J-8 KLD Engineering, P.C.

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Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 6121 1,324 1

4 2,817 1 4,405 1 5,881 7,249 1 8,684 1 10,159 1 11,640 13,113 1 14,419 I

t t

-f 1-4 4

3 3

4 4

5 5

5 6142 2,220 5,849 7,584 8,034 8,342 8,580 8,778 8,971 9,164 9,394 7

16 5

4 4

3 3

4 Three Mile Island Evacuation Time Estimate J-9 KLD Engineering, P.C.

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ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)

-Trip Generation

-ETE 100%

80%

60%

0

-W "6 40%

C 20%

a.

0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-1. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather (Scenario 1)

ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)

Trip Generation

-ETE 100%

80%

S60%

0 o

40%

4-a,.

P 20%

0.

0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-2. ETE and Trip Generation: Summer, Midweek, Midday, Rain (Scenario 2)

Three Mile Island Evacuation Time Estimate J-10 KLD Engineering, P.C.

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ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)

Trip Generation m

ETE 100%

Z 80%

S60%

40-0 4-.

u 20%

a' 0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-3. ETE and Trip Generation: Summer, Weekend, Midday, Good Weather (Scenario 3)

ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)

-Trip Generation 1ETE 100%

'A 0

80%

S60%

0 I-8 20%

0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-4. ETE and Trip Generation: Summer, Weekend, Midday, Rain (Scenario 4)

Three Mile Island Evacuation Time Estimate J-11 KLD Engineering, P.C.

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ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)

-Trip Generation

-ETE 100%

-J 80%

60%

40%

4-2 40%

0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-5. ETE and Trip Generation: Summer, Midweek, Weekend, Evening, Good Weather (Scenario 5)

ETE and Trip Generation Winter, Midweek, Midday, Good (Scenario 6)

Trip Generation ETE 100%

8 0%

p0 60%

M 40 4-+/

20%

0%

i, 0

50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-6. ETE and Trip Generation: Winter, Midweek, Midday, Good Weather (Scenario 6)

Three Mile Island Evacuation Time Estimate J-12 KLD Engineering, P.C.

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ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)

Trip Generation ETE fA 100%

4) 80%

60%

"o 40%

20%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-7. ETE and Trip Generation: Winter, Midweek, Midday, Rain (Scenario 7)

ETE and Trip Generation Winter, Midweek, Midday, Snow (Scenario 8)

Trip Generation ETE 100%

80%

60%

0 i-

'6 40%

6' 20%

0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-8. ETE and Trip Generation: Winter, Midweek, Midday, Snow (Scenario 8)

Three Mile Island Evacuation Time Estimate J-13 KLD Engineering, P.C.

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ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)

Trip Generation

-ETE 100%

80%

E 60%

40%

0 20%

a.

0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-9. ETE and Trip Generation: Winter, Weekend, Midday, Good Weather (Scenario 9)

ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 10)

Trip Generation ETE 100%

-o 80%

"O 60%

0I-20%

a' 0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-10. ETE and Trip Generation: Winter, Weekend, Midday, Rain (Scenario 10)

Three Mile Island Evacuation Time Estimate J-14 KLD Engineering, P.C.

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ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)

-Trip Generation 1ETE 100%

IA u

80%

E 60%

0 0

40%

20%

a-0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-11. ETE and Trip Generation: Winter, Weekend, Midday, Snow (Scenario 11)

ETE and Trip Generation Winter, Midweek, Weekend, Evening, Good (Scenario 12)

-Trip Generation 1ETE 100%

80%

o 60%

0 I-Lu 40%

20%

0%

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-12. ETE and Trip Generation: Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12) i-is KLD Engineering, P.C.

Three Mile Island Evacuation Time Estimate J-15 KLD Engineering, P.C.

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ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good, Special Event (Scenario 13)

-Trip Generation 1ETE 100%

80%

60%

0%

o 40%

a-0%,

0 50 100 150 200 250 300 350 400 450 500 550 600 650 Elapsed Time (min)

Figure J-13. ETE and Trip Generation: Summer, Midweek Weekend, Evening, Good Weather, Special Event (Scenario 13)

ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)

-Trip Generation mETE cI 4.-0 0

100%

80%

60%

40%

20%

Oeo 0%

0 50 100 150 200 250 300 350 4

Elapsed Time (min)

,00 450 500 550 600 650 Figure J-14. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)

Three Mile Island Evacuation Time Estimate J-16 KLD Engineering, P.C.

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APPENDIX K Evacuation Roadway Network

K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a link-node analysis network was constructed to model the roadway network within the study area. Figure K-1 provides an overview of the link-node analysis network. The figure has been divided up into 130 more detailed figures (Figure K-2 through Figure K-131) which show each of the links and nodes in the network.

The analysis network was calibrated using the observations made during the field surveys conducted in November, 2013 and January, 2014. Table K-1 lists the characteristics of each roadway section modeled in the ETE analysis. Each link is identified by its road name and the upstream and downstream node numbers. The geographic location of each link can be observed by referencing the grid map number provided in Table K-1. The roadway type identified in Table K-1 is generally based on the following criteria:

Freeway:

limited access highway, 2 or more lanes in each direction, high free flow speeds Freeway ramp: ramp on to or off of a limited access highway Major arterial: 3 or more lanes in each direction Minor arterial: 2 or more lanes in each direction Collector: single lane in each direction Local roadways: single lane in each direction, local roads with low free flow speeds The term, "No. of Lanes" in Table K-1 identifies the number of lanes that extend throughout the length of the link.

Many links have additional lanes on the immediate approach to an intersection (turn pockets); these have been recorded and entered into the input stream for the DYNEV II System.

As discussed in Section 1.3, lane width and shoulder width were not physically measured during the road survey. Rather, estimates of these measures were based on visual observations and recorded images.

Table K-2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pre-timed signal, actuated signal, traffic control point) at that node.

Uncontrolled nodes are not included in Table K-2. The location of each node can be observed by referencing the grid map number provided.

Three Mile Island K-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

I 12 1'

1*

" Node t

Link.

Index Grid I*

Sub-area 2, 5, 10 Mile Rings Shadow Region

____________0_____

10 Hime I

Figure K-1. Three Mile Island Link-Node Analysis Network Three Mile Island K-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

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Rev. 0

Figure K-3. Link-Node Analysis Network - Grid 2 Three Mile Island Evacuation Time Estimate K-4 KLD Engineering, P.C.

Rev. 0

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Evacuation Time Estimate Rev. 0

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Evacuation Time Estimate Rev. 0

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Evacuation Time Estimate Rev. 0

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Figure K-12. Link-Node Analysis Network - Grid 11 Three Mile Island Evacuation Time Estimate K-13 KLD Engineering, P.C.

Rev. 0

Figure K-13. Link-Node Analysis Network - Grid 12 Three Mile Island Evacuation Time Estimate K-14 KLD Engineering, P.C.

Rev. 0

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Legend Keysap 42 Three Mile Island Generating Station Evacuation Time Estimate TMI 2, 5,10,15 Mile Rings "Link-Node Analysis Network Figures Node Water

, Link I Index Grid Grid 13

- Shadow Region I Sub-area Figure K-14. Link-Node Analysis Network - Grid 13 Three Mile Island Evacuation Time Estimate K-15 KLD Engineering, P.C.

Rev. 0

it 529 1451 C'

a South Hhf~

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anover Figure K-15. Link-Node Analysis Network-Grid 14 Three Mile Island Evacuation Time Estimate K-16 KLD Engineering, P.C.

Rev. 0

Figure K-16. Link-Node Analysis Network - Grid 15 Three Mile Island Evacuation Time Estimate K-17 KLD Engineering, P.C.

Rev. 0

(Il 41 Dý HeeiS &_Y 544 W/O esY~

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ý Mle Figure K-17. Link-Node Analysis Network - Grid 16 Three Mile Island K-18 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

i.*//

ýCu-nbenia~d C

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Three Mile Island Generating Station Evacuation Time Estimate NTleMI

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0.2*5 0.5 Miles

.. C~w r,. nd 1,

C1100 II01~000,.00 Figure K-18. Link-Node Analysis Network - Grid 17 Three Mile Island K-19 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Figure K-19. Link-Node Analysis Network - Grid 18 Three Mile Island Evacuation Time Estimate K-20 KLD Engineering, P.C.

Rev. 0

Figure K-20. Link-Node Analysis Network - Grid 19 Three Mile Island Evacuation Time Estimate K-21 KLD Engineering, P.C.

Rev. 0

1854

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Figure K-21. Link-Node Analysis Network - Grid 20 Three Mile Island Evacuation Time Estimate K-22 KLD Engineering, P.C.

Rev. 0

Figure K-22. Link-Node Analysis Network - Grid 21 Three Mile Island Evacuation Time Estimate K-23 KLD Engineering, P.C.

Rev. 0

Figure K-23. Link-Node Analysis Network - Grid 22 Three Mile Island Evacuation Time Estimate K-24 KLD Engineering, P.C.

Rev. 0

~s \\ ~~Xp 725!1j.

Time Estimatb Figure K-24. Link-Node Analysis Network - Grid 23 Three Mile Island Evacuation Time Estimate K-25 KLD Engineering, P.C.

Rev. 0

Figure K-25. Link-Node Analysis Network - Grid 24 Three Mile Island Evacuation Time Estimate K-26 KLD Engineering, P.C.

Rev. 0

Figure K-26. Link-Node Analysis Network - Grid 25 Three Mile Island Evacuation Time Estimate K-27 KLD Engineering, P.C.

Rev. 0

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Legend leymxp Three Mile Island Generating Station Evacuation Time Estimate

TMI

.'2, 5, 10, 15 Mile Rinp gs fj Link-Node Analysis Network Figures Node water

-P' Unk 1___j index Grid G

26 Shadow Region 0 Sub-area L C 0

0.1 0,2 m m Figure K-27. Link-Node Analysis Network - Grid 26 Three Mile Island K-28 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Figure K-28. Link-Node Analysis Network - Grid 27 Three Mile Island Evacuation Time Estimate K-29 KLD Engineering, P.C.

Rev. 0

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1211 Figure K-29. Link-Node Analysis Network - Grid 28 Three Mile Island Evacuation Time Estimate K-30 KLD Engineering, P.C.

Rev. 0

C" N

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Rev. 0

&4 f

/

Heth South Hanover Hotef Rd

~VBW8Y Figure K-31. Link-Node Analysis Network - Grid 30 K-32 KLD Engineering, P.C.

Three Mile Island Evacuation Time Estimate K-32 KLD Engineering, P.C.

Rev. 0

V A ~524 5328'

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Legend Keymnp Three Mile Island Generating Station Evacuation Time Estimate STMI h'

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-11* Link i__ Index Grid Grid 31 2-Shadow Region 0 Sub-area 0.2 0.1lgl~l 0.2 22101 Figure K-32. Link-Node Analysis Network - Grid 31 Three Mile Island K-33 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

=1Pine H,,dt o I

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NTMI 2, 5, 10, 15 Mile Rings Link-Node Analysis Network Figures MlNode Water

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Figure K-33. Link-Node Analysis Network - Grid 32 Three Mile Island K-34 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

.Adlitur South Hanover st

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Figure K-34. Link-Node Analysis Network - Grid 33 Three Mile Island Evacuation Time Estimate K-35 KLD Engineering, P.C.

Rev. 0

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Three Mile Island Generating Station Evacuation Time Estimate STMI

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Rev. 0

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Legend revr.p Three Mile Island Generating Station Evacuation Time Estimate

TMI 25101 l

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.ceO1 Figure K-36. Link-Node Analysis Network - Grid 35 Three Mile Island K-37 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

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Sub.area Figure K-37. Link-Node Analysis Network - Grid 36 Three Mile Island K-38 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

N

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TMI

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Rev. 0

Figure K-39. Link-Node Analysis Network - Grid 38 Three Mile Island Evacuation Time Estimate K-40 KLD Engineering, P.C.

Rev. 0

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TMI 2, 5,10,1 MileRns F!

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Evacuation Time Estimate Rev. 0

W.*'

40 Figure K-41. Link-Node Analysis Network - Grid 40 Three Mile Island Evacuation Time Estimate K-42 KLD Engineering, P.C.

Rev. 0

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Grid 41 Shadow Region D

Sub-are 0.2 Figure K-42. Link-Node Analysis Network - Grid 41 Three Mile Island K-43 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Figure K-43. Link-Node Analysis Network - Grid 42 Three Mile Island Evacuation Time Estimate K-44 KLD Engineering, P.C.

Rev. 0

p\\

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11 hree Mile Island Generating Station Evacuation Time Estimati Figure K-45. Link-Node Analysis Network - Grid 44 Three Mile Island K-46 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

I P~st

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Three Mile Island Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures Grid 45 0

0.1 0.2 I

iMles Figure K-46. Link-Node Analysis Network - Grid 45 Three Mile Island Evacuation Time Estimate K-47 KLD Engineering, P.C.

Rev. 0

M se

-il 62203 8 13 1 113 1133 *118ii 512t8 5218 -152%

52129 114 Gri 3MY IN 2 1321 8413 or

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Figure K-48. Link-Node Analysis Network - Grid 47 Three Mile Island Evacuation Time Estimate K-49 KLD Engineering, P.C.

Rev. 0

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Three Mile Island Generating Station Evacuation Time Estimate TMI 2, 5,10, 15 MieRi-1, Link-Node Analysis Network Figures SNode

WaterS in 0.2 33 Figure K-49. Link-Node Analysis Network - Grid 48 Three Mile Island Evacuation Time Estimate K-50 KLD Engineering, P.C.

Rev. 0

ML14101A191

Text

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