Text

Hanford Site Evacuation Time Assessment Study
	ML17275B268
Person / Time
Site:	Columbia
Issue date:	09/30/1981
From:	Ottley; WASHINGTON PUBLIC POWER SUPPLY SYSTEM
To:	;
Shared Package
ML17275B267	List: GO2-81-031, Forwards Hanford Site Evacuation Time Assessment Study, in Response to NRC 810806 Questions 432.017-432.025.Info Will Be Incorporated in Facility Emergency Plan,Primarily Section 12; ML17275B268;
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	NUDOCS 8110020463
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HAMII-GKD 5IITE KVACUA"II'IIQNTIJMllE A55IE55PAKNT 5TUDV Prepared by David Ottley September 1981 Washington Public Pewel Sopply System Richland, Washington 99352 8110020463 810929 e~oso7e PDR ADQCK 050003'P7' PDR

TABLE OF CONTENTS I.

Introduction A.

Site Location and Emergency Planning Zone B.

General Assumptions and Methodology II.

Demand Estimation A.

Permanent Residents B.

Transient Population C.

Special Facility Population - Edwin Markham Elementary School D.

Emergency Planning Zone and Sub-Areas III. Traffic Capacity A.

Evacuation Roadway Network B.

Assistance Centers IV.

Analysis of Evacuation Time A.

Time Estimates B.

Adverse Weather C.

Alternate Assumptions V.

Supplementary Information A.

Evacuation Confirmation Time B.

Recommendations C.

Review of Study by State and Local Officials References

LIST OF FIGURES,

TABLES, AND ATTACHMENTS Figure I Figure 2

Figure 3

Figure 4

Figure 5

Figure 6

Figure 7

Figure 8 Ten-Mile Exposure Emergency Planning Zone Road Segment Map Evacuation Routes - Barricades - Assistance Centers Total Population in the Ten-Mile EPZ, Broken Down into Three Classifications Distribution of Transient Population Within the Ten-Mile EPZ Permanent Resident Passenger Vehicles Within the Ten-Mile Emergency Planning Zone

.Total Passenger Vehicles Within the Ten-Mile Emergency Planning Zone Percent Evacuated vs Time for Various Populations and Conditions ("S'Curves" for 10-Mile Emergency Planning Zone)

Table I Table 2

Table 3

Table 4

Table 5

Table 6

Table 7

Inputs for CLEAR Computer Model Permanent Population Distribution Transient Population Distribution Special Facility Population Distribution Maximum Population Distribution Roadway Characteristics Summary of Results of Evacuation Time Analysis Attachment I CLEAR Computer Code Attachment 2

Example Computer Runs

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ACKNOWLEDGEMENTS The author expresses appreciation to these persons for their assistance:

Birch, Gerald L.

Lane, Kirby A.

Lee, Virginia M.

Miller, Mark L.

Money, Sandra Technical Illustrator Supervisor, Technical Systems Computer Program Analyst Environmental Scientist Word Processor

SECTION 'I -

INTRODUCTION A.

Site Location 8 Emergency Planning Zone (EPZ)

Washington Public Power Supply System leases 1089 acres of land north of

Richland, Washington, on the Hanford Reservation.

This land is under the control of the Department of Energy (DOE).

The Supply System's portion is approximately 3 miles west of the Columbia River and 12 miles north of the populated area of Richland.

Figure 1 shows the Ten-Mile Plume Exposure Emer-gency Planning Zone Map.

This Ten-Mile Emergency Planning Zone (EPZ) is the study area for which evacuation time estimates have been made.

B.

General Assumptions and Methodology.

This assessment was made using CLEAR (Calculate Logical Evacuation And Response),

a computer program developed by Battelle Pacific Northwest Laborator ies under a contract sponsored by the U.S. Nuclear Regulatory Com-mission under a related services agreement with the U.S. Department of Energy, Contract DE-AC06-76RLO 1830 (See Attachment 1 for a copy of the code as modified to meet Supply System needs.)

This model required dividing the Ten-Mile EPZ road network into segments connecting at intersections (See Figure 2 and Table 6).

These segments were grouped as zones into mathematical evacuation trees for data handling.

The zones used were the sixteen 22-1/2 sectors around the center point located

midway between Washington Nuclear Projects

$ 1, 82, and g4 (WNP-1, -2, and -4).

This center point is 2800 feet east of WNP-2 and has coordinates of longitude 119 19'18" west, latitude 46 28'19" north.

The south-southeast

sector, which falls on both sides of the Columbia River, was di-vided into two zones for this analysis.

The assessment considered four quadrants around the site; the Columbia River, forming a natural boundary between Benton and Franklin Counties, was used for one division and the other division is almost perpendicular to the river.

Figure 3 illustrates the evacuation

routes, barricades, and assistance centers for the Hanford Site (See Section III, Traffic Capacity, for discus-sion).

These routes were used to develop eight evacuation trees.

The evacuation tree is a system for connecting road segments with at least one exit from the EPZ.

Each road segment in the evacuation tree interacts only with other road segments in that tree, i.e., the model assumes that once a

vehicle enters a road segment, it evacuates on that road segment's tree.

The evacuation time estimate calculated for a single tree may or may not deter-mine the evacuation time estimate for an entire quadrant.

The evacuation time estimate for a particular quadrant is determined by analyzing all the trees within the quadrant and selecting the limiting factor or tree which took the longest to clear as the evacuation time for the entire quadrant.

In the computer model the initial road vehicle population is normally set at zero (see Section IV C for a discussion of starting with loaded roads).

The population in a zone divided by the number of occupants per

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vehicle determines the number of vehicles that will be evacuated from that zone.

These vehicles are then assigned to road segments in numbers propor-tional to the road segment length divided by the total road length for that zone.

Following this, vehicles from factories and schools are handled in a similar fashion using the data from the Independent Special Traffic Genera-tors (ISTG) (For a description of these and other computer variables, see Table 1).

Each vehicle is then assigned a loading position by using a random number generator.

The vehicles are evenly spaced along the roadway but as-signed random order in which to enter the traffic flow.

There are two algorithms that control the loading of the roads:

MAXDEP and FRACT.

MAXDEP The maximum time of departure, controls when the last person begins to leave the area.

In areas where the population is high, such as with the transient population at the Hanford site, MAXDEP can be large and have no effect because it does not matter if the person waits to be notified to evacuate or waits in his car to evacuate.

Either way, he cannot depart if the road is full.

In areas of low population such as Franklin County, where the roads never become full, MAXDEP becomes the controlling factor.

The purpose of MAXDEP is to model the efficiency of the early warning system.

Some people receive a delayed notification, others might have a

delayed response due to preparation time such as a farmer readying his farm for an extended absence.

In these low population areas the evacuation time is generally MAXDEP (one hour) plus time for this last individual to drive less than ten miles to the Ten-Mile EPZ boundary at NOMVEL, nominal velocity.

FRACT--The loading function generates the loading scheme in four time segments as follows:

(1-FRACT) loaded in first 25 percent of NXDEP.

(

) loaded in second 25 percent of NXDEP.

4 (1-FRACT) loaded in third 25 percent of MAXDEP.

2

(

) loaded in final 25 percent of MAXDEP.

At a FRACT of 0.10 and a HAXDEP of one hour, the following loading of vehicle population onto roadways will take place:

X Po ulation Loaded 10K 22.5X 45K 22.5X 100K Time from Notification 1st 15 minutes 2nd 15 minutes 3rd 15 minutes Final 15 minutes 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months

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In areas of high population, FRACT will have little effect for the same reason as MAXDEP, people can wait in their. cars or wait in their buildings; either way, if the road is saturated they cannot begin their evacuation.

In areas of low population, FRACT will affect the loading which in turn will determine the evacuation "S-curve" as vehicles will be able to leave the zone very shortly after being loaded (See Figure 8 for example and Section IV A for discussion).

FRACT's purpose is the same as that of MAXDEP to model the efficiency of the early warning system and to model preparation time.

At the Hanford site, for example, where everyone would be told to evacuate at approximately the same time, a high FRACT provides a realistic model.

In Franklin County, where longer notification and preparation times are

needed, a low FRACT (.10) provides a more realistic model.

Since FRACT is a function of MAXDEP, these synergistic effects have to be kept in mind.

Once the vehicles have been loaded on the road segments, the algorithms that control movement are FLORAT, NOMVEL, V, and EVL.

FLORAT, the input of vehicles per hour per traffic lane, only affects high-population density areas; in low density ar eas, all the, vehicles can fit onto the road simultaneously.

Initially, the velocity of travel on the road segment is equal to the NOMVEL, nominal velocity.

As loading increases to 80 percent of capacity, each vehicle must slow down to maintain a safe EVL (effective vehicle length).

One vehicle length for every 10 mph of velocity was used as a safe

distance between vehicles for calculating EVL in normal weather.

This dis-tance was increased for modeling evacuations during adverse weather condi-tions.

The base vehicle was considered to be 5.68 meters in length.

When the velocity decreases due to an increasing EVL, and becomes V,

minimal velocity, stop and go traffic is simulated as this velocity is main-tained.

Actual traffic coming from the Hanford area was observed to maintain higher-than-normal minimal velocities (30 mph) with decreased effective ve-hicle lengths (EVL), so a higher V value was used for that tree.

A lower value was used in Franklin County (15 mph) but, due to the low population density, this had little effect on final time estimates.

The model.has four queues that a vehicle may reside within.

All ve-hicles are initially assigned to NRAN, the random queue.

The loading queue, NLOD contains vehicles scheduled to leave during the DELT of time.

NBAC, the back up queue, contains vehicles that cannot move because of a traffic slow down.

The VMOTO queue contains vehicles that are actually moving on the road segment.

When the NBAC, backup

queue, is full for a specific DELT of time for the.computer run, a message appears on the computer CRT screen stating that the road segment is full.

This allows planners to follow the evacuation in a simulated real time mode and determine where problem inter-sections are located.

Intersections where the individual road segment (ZNRD) flows onto the next road segment (LINK) and picks up another road segment (NRSEC) are han-dled by a computer subroutine.

To allocate space for the advancement of

vehicles from the ZNRD onto the LINK, relative vehicle densities of the two segments are compared.

This difference will be proportional to the priority for advancement given one road segment over another.

At intersections a green light-red light is simulated by the computer model allowing traffic to merge; as backups

occur, stop and go traffic is simulated.

The NBAC or stacking queue is used to keep track of the amount of vehicles involved in this simulated traffic jam.

After the model has performed the initial road segment loading, vehicle population

.as a function or radial distance is printed out in one-mile incre-ments showing remaining and initial percentages of vehicles in that radii (see Attachment 2 for typical computer printouts).

This is updated and re-printed each iteration (usually 10 minutes).

With every iteration the road segment vehicle population is also re-printed by zone showing queue loading.

This queue loading, specifically the NHAC queue, is used to evaluate traffic flow upon which recommendations are made for evacuation mechanism improvements.

Other items, such as vehicle populations in the Two-, Five-,

and Ten-Mile Zones, the percent of the initial population that has been evacuated, and the total numbers of vehicles within and outside the Ten-Mile EPZ are also updated and reprinted each iteration.

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When the model has concluded that no vehicles are left within the zone, the time the last vehicle left the zone is printed and the modeling is com-piete.

This time includes two basic sub-times:

preparation time and re-sponse time.

Initial notification times, both Supply System-to-county and county-to-populace, through the early warning system (30 minutes together, see IV A for discussion),

were not included, but delayed notification and therefore delayed response times were included.

Confirmation time estimates also were not calculated in the model but are estimated as a maximum of one hour (see V A for discussion).

Therefore, the calculated time estimate starts at the time of the announcement over the EBS (Emergency Broadcast System) to begin evacuation until that evacuation is complete.

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SECTION II -

DEMAND ESTIMATION Figure 4 presents the compass sector population estimates for 1980; this same information is also presented in Tables 2 through 5.

Estimates were made relative to the center of the triangle formed by the three reactors.

These figures were taken from the MNP-2 Environmental Report where refer-ences and basis are given.

Contacts with the County Auditor's Office and the Post Office confirmed the accuracy of the population data.

A.

Permanent Residents Permanent residents included all people residing in the area, but ex-cluded occupants of institutions.

The ten-mile radius around the site is shown in Figure 1.

In 1980 an estimated 1306 people were living within the Ten-Mile EPZ.

The nearest inhabitants occupy farms which are located east of the Columbia River and are thinly spread over five compass sectors.

There are no permanent residents located within three miles of the site.

Only about 80 persons reside between the three-mile and the five-mile radii; these are all located east of the Columbia River.

Of the 1306 people residing in the Ten-Mile EPZ, about 996 live in Franklin County and about 310 in Benton County.

None of the residents live in incorporated cities.

There are no significant changes in land use expected in Franklin County over the next several years

and, as it is currently irrigated to about the

maximum amount practicable, little population increase is foreseen.

No sig-nificant change in land use on the Hanford Reservation is expected, and no foreseeable population will reside there;

however, the unincorporated area near the Horn Rapids Dam on the Yakima River in the SSW sector is expected to be the primary growth area within the Ten-Mile EPZ.

Population growth within this area is projected to be about 6X per annum.

Public transportation is not available within the Ten-Mile EPZ; there-

fore, no residents rely on such for evacuation.

For those few residents who on occasion might be without transportation, arrangements could be made with neighbors for evacuation.

The Sheriff's Department will be patrolling the area during an emergency and could make transportation arrangements for anyone not already evacuated.

B.

Transient Population The transient population is divided into three main subgroups:

1) indus-trial employees,

2) migratory agricultural workers, and 3) sportsmen.

Fig-ure 5 illustrates this population location graphically.

Industrial employees in the Ten-Mile EPZ total 19,380.

These are all located in Benton County and form the main population to be evacuated, out-numbering the permanent residents by 15:l.

Over half of the industrial employees work at WNP-1, 2 5 4.

The size of this work force (approximately 10,000) varies considerably with time; as many 10

as 12,000 workers were employeed in June 1981 prior to the slow down of con-struction at WNP-4, but the figure is currently (9/81) down to nearly 10,000.

At fuel load, employment at WNP-2 will be approximately 1,000.

At that time WNP-1 5 4, with full construction, could have as many as 10,000 employees, making a site employment total of 11,000.

Typically, the night shift at the site has been about 20K of the total force, so even with 11,000 employees only 9,000 (the 80K on day shift) would have to be evacuated at any one time.

Therefore, it appears that the 10;000 planning figure is conser vati ve.

Current industrial employment in the Ten-Mile EPZ includes:

WNP02 WNP8'1 WNPjf4 DOE, FFTF, Fast Flux Test Facility EXXON, Horn Rapids Road Facility DOE 300 Area DOE 3000 Area, Pacific Northwest Laboratory DOE 1100 Area, Bus Lot, Stores Supply System, Downtown Complex Others in Port of Benton Industrial Complex TOTAL 3000 3500 3500 1187 750 2918 2016 1040 1021 448 19,380 The majority of these employees work days but there are some shift workers.

Therefore, the planning figure of 19,380 to be evacuated is conservative.

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The construction of two nuclear projects by Northwest Energy Services Company, to be located approximately four miles east of WNP-2, will signifi-e cantly change these figures.

However, construction is a number of years away.

There are up to approximately 1,000 migratory farm workers in the Ten-Mile EPZ.

The peak season for these workers is May and June; the next high-est employment season is during the fall harvest.

These workers consist of both permanent and temporary residents of the Tri-Cities area, some living within the Ten-Mile EPZ.

The numbers shown on Figure 5 and Table 3 reflect their work locations in Franklin County within the Ten-Mile EPZ, not their residences.

Sportsmen, consisting of hunters, fishermen and boaters, enjoy activi-ties mainly along the east bank of the Columbia River.

The primary fishing season is from June through November; the main hunting season being October through January.

The heaviest use of the area by sportsmen is on weekends and holidays in the early morning hours.

On the average, 50 fishermen and 10 hunters are present in Franklin County during the weekdays.

This in-creases to about 100 fishermen and 50 hunters on weekends and holidays.

Sportsmen also use the Yakima River with an estimated maximum of 50 at any time in this area.

During peak fishing or hunting times, up to 1050 sports-men may be located within the Ten-Mile EPZ..

The main concentration of sportsmen consists of fishermen located just south of the Ringold Fish Hatchery spillway on the Franklin County side of the Columbia River.

Hunting consists of both water fowl, hunted at the 12

Wahluke Hunting Area on the Franklin County side of the Columbia River, and upland game birds hunted inland on the farm land of Franklin County.

To model this section of the transient population from a potential evacuation standpoint the 1050 maximum was used with 400 sportsmen being assigned to the sector containing the Ringold Fish Hatchery and the Wahluke Hunting Area and the rest distributed inland.

Of the total, 1000 are assigned to Franklin County and 50 to Benton County.

An automobile occupancy factor of 3, the same as residents, was used, for these sportsmen.

C.

Special Facility Population There are no individuals within the Ten-Mile EPZ confined to institu-tions such as hospitals, nursing

homes, or penal institutions.

There is one

school, the Edwin Markham Elementary School, with an enrollment of 250 stu-dents.

Although most of these students live within the Ten-Mile EPZ, the total amount was added to the population for this study.

PVSTG, the number of people per vehicle from this ISTG (Independent Special Traffic Generator),

was determined by using a conservative figure of 35 students per bus.

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D.

Emergency Planning Zone and Sub-Areas Sub-areas considered in this study were:

Radius Area 0-2 miles 0-5 miles 0-10 miles 0-10 miles entire circumference three 90 sectors three 90 sectors entire EPZ The 2-mile radius was not subdivided because it contains no residential population and.the only institution populations are transients all working on contiguous Supply System properties.

Only three of the four 5-and 10-mile 90 sectors were examined because the fourth, entirely on the Hanford Reservation, contains no residential, transient or special population.

These sectors are graphically shown on Figures 2 and 3.

The Columbia River, as a

natural border between Benton and Franklin Counties, was used to form the division between Sector II and Sector III. Franklin County was divided, approximately in half, as it was assumed that those north of the plant loca-tion would evacuate north toward Mesa/Connell and those in the opposite direction, south towards Pasco.

When making estimates for outer sectors it was assumed that the inner adjacent sectors were being simultaneously evacuated.

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SECTION III - TRAFFIC CAPACITY Figure 3 illustrates the evacuation routes, barricades and assistance centers for the Hanford Site.

These routes have been designated as primary, secondary and additional secondary, based on discussions with local traffic and emergency planning officials.

These routes were identified as those over which the endangered population could be most expeditiously evacuated to the centers where they may be assisted.

In choosing the traffic flow direction for the computer model, as illus-trated in Figures 2 and 3 and Table 6, populations were evacuated toward the closest primary, secondary or additional secondary road in decreasing pri-ority that was.headed north, south or east away from the plants.

Permanent r'esident passenger vehicle numbers and total passenger vehicle numbers are shown in Figures 6 and 7 respectively.

A.

Evacuation Roadway Network quadrant I The primary evacuation route is Russell Road east to Highway 17 and north to Mesa and Connell or south to Pasco.

Mesa.

The secondary evacuation route is Route 170 east through Basin City to 15

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Additional Secondary Evacuation Routes are:

Mountain Vista Road/Hollingsworth Road Basin Hill Road Klamath Road Ironwood Road Quadrant II The primary evacuation route is Eltopia West Road to Glade North Road then south towards Pasco or east to Eltopia and Highway 395.

The secondary evacuation route is Taylor Flats Road south towards Pasco.

Additional Secondary Evacuation Routes are:

Ringold Road Elm Road Sagemoor Road Road 68 Quadrant III - Residental Traffic The primary evacuation route for the residents in this quadrant is Har-rington Road and Yakima River Drive or Grosscup Road to Van Giesen and then 16

south and east into Kennewick via Bombing Range Road to Highway 12, to Leslie

Road, To Keene Road, to Gage Road, and to Center Parkway on which is located Sunset View Elementary School, the assistance center.

The advantage of this route is that it provides direct movement from the Ten-Nile EPZ for residents and would avoid the traffic congestion created by transients.

The disadvantage is that both Grosscup Road and Bombing Range Road contain extensive sections of gravel and are rather narrow.

A number of residences in this area are connected to major thoroughfares by short dirt roads.

The secondary evacuation route is Harrington Road and Yakima River Drive, or Grosscup Road to Van Giesen, then to Benton City via Highway 224 and east to Kennewick via Highway 12, to Leslie Road, to Keene Road, to Gage

Road, and to Center Parkway on which is located Sunset View Elementary School, the assistance center.

The main advantage of this route is the same as for the primary evacuation route in that it avoids the transient traffic.

In addition, this route provides for hard surface access into Kennewick.

The disadvantage of this route is that it is much longer than the primary route.

Additional Secondary Evacuation Routes are:

Highway 240 (either towards Benton City'or Richland).

This route's W

main disadvantage is that it initially leads deeper into the Ten-Nile EPZ.

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Van Giesen (in towards Richland).

This route's main disadvantage is that it leads directly into traffic congestion created by transients.

/

quadrant III - Transient Traffic Two primary evacuation routes exist for this area - George Washington Way and Stevens Drive.

The majority of transient traffic coming from the Hanford Reservation uses Stevens Drive to the Richland Bypass Highway 240, and to Highway 12 into Kennewick.

The other route into Kennewick is George Washington Way to the Richland Bypass Highway 240, and to Highway 12.

These same routes would be

'used during an evacuation.

The major bottleneck of these routes occurs south of Richland where George Washington Way intersects the Richland Bypass High-way 240.

This location is over 15 miles from the WNP-1, 2, 5 4 sites.

One item discovered while performing the computer study was that direct-ing the DOE 3000 Area Battelle employees to use George Washington Way would free Stevens Drive for use by DOE 300 Area employees and result in a quicker evacuation time.

Although the 3000 Area employees are slightly closer to Stevens Drive, this route would require them to make a left turn crossing two lanes of traffic and merge into flow, whereas the George Washington route is a right turn merging into traffic.

Probably as Stevens Drive fills, 300 Area employees would naturally go to George Washington Way because of the easier access.

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Additional Secondary Evacuation Routes are:

Highway 240 (toward Benton City or Yakima).

This route results in the evacuees remaining within the Ten-Mile EPZ for a considerable time.

Van Giesen (towards Benton City).

Route 4 south or the Yakima Barricade Route (towards Yakima for WNP-1, 2 5 4 and FFTF transients).

FFTF Access Route and Route 10.

B.

Assistance Centers Assistance centers have been selected by local emergency planning offi-cials.

Criteria for selection included that these locations be at least 15 miles from the plants, in the path of normal travel, having adequate facilities, and readily available.

Residents evacuated from the Ten-Mile EPZ would be sent to the centers for registration, assistance in obtaining meals and lodging and to receive updated information.

Assistance Centers include:

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quadrant I a.

Mesa Elementary School, Mesa This school is located on Highway 17, approximately seventeen miles from the plants.

The school has adequate facilities for the number of persons in quadrant I but parking is limited.

b.

Connell Elementary School, Connell This facility could be used as an alternate assistance center for the northern area.

The Connell Elementary School, old gym and district complex are located on North Chelan Mate Avenue approxi-mately 28 miles from the Hanford site.

Adequate facilities and parking are available.

Motels available in this direction include the M & M Motel and the Tumbleweed Motel, both in Connell, with a combined capacity of 70 rooms and over 250 beds.

quadrant II a.

Columbia Basin College, Pasco Columbia Basin College is a community college located in Pasco, 19 miles from the Hanford Site.

The school is located off Highway 20

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12 and 20th Avenue and between Highway 395 and Taylor Flats Road and has excellent accommodations.

b.

Pasco Senior High School, Pasco This school is located on 10th and Court Streets in Pasco, 20 miles from the Hanford site, and can be used as an alternate center.

Adequate facilities are available.

c.

Green Giant Migrant Trailer Court, Pasco This trailer court is located on the Sacajawea Park Road approxi-mately 3/4 of a mile southwest of Highway 12/395, 21 miles from the Hanford site.

This location was selected because of the large migrant work force employed in the Ten-Mile EPZ and residing in the trailer court.

This is an ideal location for assisting migrant farm workers.

Motels in Pasco have a combined total capacity of 804 rooms and 1,729 beds.

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Quadrant III a.

Sunset View Elementary School, Kennewick This school is located on Hood Street off Center

Parkway, 18 miles from the Hanford site.

Ample facilities and parking to handle residential evacuees from Quadrant III are available.

b.

Vista Elementary School, Kennewick This school is located on Young Street and Victoria Street, 19 miles from the Hanford site.

Kennewick motels have a combined capacity of 726 rooms and 1,741 beds.

An addition of 400 motel beds is projected by the end of 1981 which could result in a total capacity for 2,141 evacuees.

In addition, the Kennewick School System has a potential for shel-tering over 9,000 persons and the Pasco School System over 7,000, for a combined capacity of at least 15,000 persons.

If an extended evacuation was warranted, Columbia Center, a large shopping mall in Kennewick located between the Sunset View and Vista Assistance

Centers, could serve as a staging area.

The paved parking area can hold 4,600 cars and an additional 5,000 cars could be parked in adjacent areas.

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(W

Yakima or Walla Walla could serve as host areas with ample motel and school facilities to house the entire Richland population.

Massive use of such facilities appears highly unlikely.

Past evacuations demonstrated that relatively few people use rooms pro-vided by assistance

centers, preferring instead to stay with fr iends or rel at ives.

If employees or their vehicles at the site were contaminated, they would, radiological conditions permitting, be decontaminated prior to evacuation.

If this was not possible because of pending hazard-ous situations, then remote decontamination would take place at either the old Hanford town site,'ocated in the north section of quadrant IV, and the seldom-used road network located south of Battelle's 3000 Area Facility and between Stevens Drive and George Washington Way.

These areas provide adequate space for the moni-toring and decontamination of vehicles evacuated from within the 2-mile area.

23

e'

SECTION IV - ANALYSIS OF EVACUATION TIME A.

Time Estimates The Supply System is installing an early warning system capable of noti-fying the public within the Ten-Mile EPZ to take protective measures during an emergency.

This system was designed to enable the county to notify the public within 15 minutes from the time the decision to evacuate is made by county officials.

The Supply System has established procedures to notify the county officials within 15 minutes of an incident which would require protec-tive actions by the public.

Therefore, a maximum of 30 minutes notification time is assumed; Once the public has been notified, the evacuation begins according to the discussion in Section I B.

The final stage of the evacua-tion is the confirmation that the evacuation is complete (see V A for discussion).

Evacuation time estimates for the Supply System Hanford site have been made and are shown in Table 7.

Notification time varies from 15 minutes for Supply System facilities to 30 minutes for the general populace.

Confirma-tion time is estimated at 30 minutes for Supply System employees and 60 min-utes for the general populace (see Section V A for discussion).

Figure 8 illustrates "S-Curves" for some of the more important evacua-tion trees.

As previously indicated, low populations, such as the Supply System's residential population, will evacuate shortly after they load onto 24

the road system.

FRACT, this loading function, includes notification and preparation time.

The resulting distribution forms an "S-Curve" shape which is illustrated during the evacuation by the permanent population curves of the Figure.

High populations such as the general population which includes tran-sients working at the Hanford site, are not modeled by FRACT.

FLORAT, the flow rate, Y, the minimal velocity, and EVL, the effective vehicle length, model these population's evacuation distr ibution and form straight lines as illustrated by the general population curves of Figure 8.

B.

Adverse Weather Table 7 presents evacuation time estimates under two conditions:

normal and adverse weather.

Severe weather conditions such as blizzards, heavy rain storms, flooding, fog, or high winds could seriously hamper evacuation.

However, historical records indicate that severe conditions of this nature have occurred rarely, in the past.

Typically, bad weather results in a ve-hicle velocity reduction of one-half.

But, the reduction of traffic flow to even 20K should not result in large increases in evacuation times.

Blizzard conditions are the most likely to affect evacuations.

On very rare occasions, drifts of snow up to several feet have been reported in the area.

Since equipment to deal expeditiously with such conditions is gener-ally lacking in both counties, this could result in people being "snowed-in."

A realistic approach was utilized in the computer model by slowing 25

0

traffic down to 5 mph (20 percent of 30 mph, rounded down), but increasing EVL (the effective vehicle length) up to 1.5 car lengths, which is 14.20 I

meters, instead of the 0.5 car lengths that would have been used for this velocity under normal weather conditions.

C.

Alternate Assumpti ons Conservative but realistic assumptions were used in arriving at the evacuation time estimates.

It was assumed to be daytime on a workday for areas with high numbers of transient employees.

But daytime on a weekend for areas with high numbers of transient sportsmen.

It was assumed that the road network was initially free of traffic in the areas of the evacuation.

This would generally be true.

One exception to this would be if an evacuation was initiated during a shift change at DOE's 200 Area with an employment of 4133 workers.

This could place as many as an additional 2755 vehicles vying for space on Route 4 south.

The tree containing this route was adjusted for proper linkage and an ISTG (Independent Special Tr affic Generator) representing the 200 Area was added to the general population normal weather condition run.

The resulting evacuation time estimate was 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months and 10 minutes, an additional 30 minutes from the 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 40 minutes previously obtained.

The evacuation, even under these conditions, could be completed within a reasonable time.

26

It was assumed that no secondary routes from the Hanford area were uti-lized.

Inclusion of one or more of these secondary routes in the computer model would lower the evacuation time estimate.

As an example, the tree containing Route 10 was adjusted for proper linkage, and WNP-2 and FFTF traf-fic was sent down-this route to Highway 240 and out of the Ten-Mile EPZ.

This moved 4187 employees, in as many as 2791 vehicles, off the main road Route 4 south.

This was a general population normal weather condition run.

The resulting evacuation time estimate was 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 20 minutes, a decrease of 20 minutes from the value otherwise obtained of 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 40 minutes.

It can thus be seen that the use of additional routing could lower the evacua-tion time estimate.

It was assumed that the evacuation was complete when the vehicles had all cleared the Ten-Mile EPZ.

One obstacle beyond this point, the Yakima River causeway, Highway 240, was investigated for traffic jamming.

The tree containing this route was adjusted for proper linkage and the evacuation expanded five miles to this point so that the evacuation was complete at 15 miles rather than 10 miles.

This was a general population normal weather condition run.

The resulting evacuation time estimate was 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months and 10 minutes, an increase of 30 minutes over the previously obtained 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 40 minutes.

Although this is a bottleneck, it does not appear to be a formi-dable one, and traffic would not back up from this intersection into the Ten-Mile EPZ.

The only special facility within the Ten-Mile EPZ is the Edwin Markham Elementary School with 250 students.

Because of the small size of this 27

population, it was considered as part of both the permanent and the general population evacuation time estimates.

Buses which could be used in the evacuation are located at the district bus lot in north Pasco during the day.

It is assumed that the buses could be dispatched within the 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months HANDEP time used for this quadrant.

28

SECTION V - SUPPLEMENTARY INFORMATION A.

Evacuation Confirmation Times Visual confirmation of evacuation will be made by local sheriff's de-partments for permanent residents.

It is estimated that this can be accom-plished within one hour.

The Supply System will be responsible for personnel accountability at Supply System facilities. It is estimated that this will take a maximum of 30 minutes.

B.

Recommendations Identified potential impediments to egress include:

o Bombing Range RoadThis is a gravel road.

If the county, as

planned, gives this road a hard surface, evacuation of permanent residents in quadrant III would be facilitated.

However, since there are only 310 residents using this route, its present condi-tion is not a major obstacle.

Also, this road is located two to three miles beyond the 'Ten-Mile EPZ and is only used as access to the assistance center.

o The Yakima River Causeway Highway 240.

Although located 15 miles from the Hanford site, this is the only route leaving south out of Richland.

If a traffic accident occurs on this route, traffic 29

could be snarled for hours.

It is therefore recommended that planning be carried out to provide some mechanical means for clearing lanes at this location early in the evacuation.

Such means could include wreckers or possibly even cranes.

Construction has already begun on new bridges crossing the Columbia and Yakima rivers south of Richland for Highway 240 with an expected completion date of 1984.

A bridge is also planned for North Richland, crossing the Columbia River at Horn Rapids Road, with an expected completion date of 1986.

Both of these bridges will result in shorter evacuation times.

C.

Review of Study by State and Local Officials A review of the draft of this report was submitted to the principal state and local officials involved in emergency response for the site.

Their comments were solicited and a copy of their response follows.

30

JOMN SPEUhVW Governor g 5'cA're g+

O~

4 Iljt+

STATE OF WASHINGTON DEPARTMENTOF EMERGENCY SERVICES 4220E. Afartin IVay e

Oiympia, LVashington 9S504

~

(206) 753-5255 September 22, 1981 HUGH H. FOWLER Director Mr. Jack Shanrnn Health, Safety ard Security Marager Washington Public Power Supply System 3000 George Washington Way

Richlard, Nh 99352

Dear Mr. Shanrun:

C)

Mary Alice Peterson ard George W. Petre &.our Fixed Nuclear Facility emergency planning staff have reviewed your Hanford Site Evacuation Time Assessment

Study, September 18, 1981 ard written by Dave Ottley.

The Department of Emergeray Services firds this cbnmeW to be adequate in meeting the requiremerka of NUREG-0654.

Sincerely, Hugh

. Powler Director HHF:ll

9'ggo BENTON COUNTY DEPARTMENT OF EMERGENCY SERVICES JOHN D. DUNCAN,Director Kennewick City Hall P. O. Box 6144 Kennewick, Washington 99336-0144 Telephones:

Emergency: 911 Office: (509) 586-1451 Home: (509) 588-3188 September 22, 1981 Jack Shannon, Manager Health, Safety a Security Dept.

Washington Public Power Supply System

SUBJECT:

HANFORD SITE EVACUATION TIME ASSESSMENT STUDY

Dear Mr. Shannon:

This document has been reviewed by the undersigned and comments presented to David Ottley on 9/22/81.

Relevancy and accuracy of permanent and migration population can only be verified by actual survey of the farming and residential areas.

Primary and secondary routes should also be determined by this survey as people tend to form habits for shopping, visiting, etc.

The habits established through normal routines will, to a large extent, determine routes and assistance centers.

Sincerely, ohn D. Duncan Directdx JDD:

clc

(

~.

REFERENCES 1.

CLEAR Com uter Pro ram, M.P. Moeller and A.E. Desrosiers, Pacific North-west Laboratory, Richland, Washington, May 1981 2.

Su 1

S stem Interoffice Memorandum Selection of A ro riate Po ula-tion Household Size Multi lier for Area Within Ten-Mile Radius of WNP-1

-2

-4, A.M. Lee, Socioeconomic Coordinator, to J.V. Everett, Supervisor Emergency Preparedness, July 28, 1980 3.

Evacuation Risks--An Evaluation, U.S. Environmental Protection Agency Offices of Radiation Programs EPA 52016-74-002, Joseph M. Hans, Jr.

and Thomas C. Salle, June 1974 4.

Socioeconomic Im act Stud WNP-1/4 Volume 4 Final Re ort, Community Development Services, Inc., Seattle Washington, May 1979 5.

WNP-2 Environmental Re ort 0 eratin License Sta e Amendment t5, July 17, 1981 6.

Feasibilit of Ten-Mile Emer enc Plannin Zone Evacuation Hanford

Site, Warren Hanson 8 Associates, December 1980 33

310 311 W

TO

~ YAKIICA EARRICADE ROVTC IIA es atfw I

I Eg 0

~

HOLL 311 312

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a QSASIN CITY SHEEP Ct 0 RO WWWW TO LCSL>>'

f 310 342 IT 8

O9

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3 I

$ Ialatatt Taaatt Ca JVNEER RD CC CASPCgl J+'2 g II CY TI I'(

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'i 44 r 0

l 13

~1$aa~ I c

PCC '/ 'i Q4 94aa srC 5 S

RQ

~WOOD R

1. LU

2. DELT

3. TYP

4. MAXDEP DEFINITION Output printer code Unit of time for simultaneous evacuation Controls frequency of printout Maximum time of departure (in seconds)

1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months

2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months

5. FRACT Loading function

6. POPVEH Number of persons per vehicle

7. LGCOOE Large Code

8. FLORAT Input vehicles per hour per lane Controls the loading of the road segments Considers that more than one person will be in each vehicle, i.e.,

1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months

2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months

EPA

9. EVL

10. V

11. ZTWO ZFIV ZTEN

12. ZEPZ

13. ISTG

14. ROAO

15. LENSTG

16. PVSTG DEFINITION Total number of zones in the tree Number of independent special raftic generators The road segment where the ISTG is located The. length of the road from the ISTG to the LINK Average number of people evacuating per vehicle from ISTG PURPOSE Provides flexibilityof adding zones beyond ten.mile EPZ if traffic could be slowed due to some barrier which would back traffic into the ten-mile zone Evacuates special areas as groups rather than individual residents, such as the evacuation of a factory or a school.

17. POPSTG Population per ISTG Add ISTG population Values are given in Section II

18. EX

19. EPZ Number assigned to any exit roads leavin the 10.mile zone The first radiant distance mile outside the EPZ Lets computer model know when a vehicle has left the EPZ Used to indicate when evacuation was complete To indicate evacuation is complete at 10 miles, a value of 11 is needed; at 15 miles, 16 is needed Specific to individual tree 11, 16

21. NROS Number of road segments within the zone

20. POPZN Population of each zone Input population Let computer know when to look for next zone See Figures 4 Ik 5 and Tables 2 5

22. LENROS Total length of all road segments within the zone Proportions population according to the length of the road segment LEN LENROS ZN Specific to individual tree TABLE 1 INPUTS TO CLEAR COMPUTER MODEL Cont'd.

23. ZNRO

24. LINK

25. LEN

26. RAOIS

27. NOMVEL

28. NLANES

29. NRSEC Number assigned to the individual road segment Road segment onto which the vehicles from ZNRO flow Length in meters of ZNRD First radial distance beyond where the ZNRD intersects the LINK and the NRSEC Nominal velocity on ZNRD Number of lanes available Number assigned to the road segment which intersects with the ZNRD and UNK Necessary for the computer to construct the mathematical evacuation tree Necessary for the computer to construct the mathematical evacuation tree Necessary for the computer to construct the mathematical evcuation tree Used by computer to keep track of population at varying radi Control upper speed of exiting vehicles Necessary for the computer to construct the mathematical tree An EPA report states that, "Vehicle speed observed ranged from 25 to 45 mph (with an average of 35 mph) during the evacuation." (ref. 3)

SE

SSE

SSW

103, 135 100 1298 294 393 482 40 35 547 3608 2762 3376 10 15 7588 41590 22902 1214 732 355 90 77 215 275 567 42 2466 423 470 295 130 796 331 100 113 69 114 127 90 280 584 249 984 1100 317 821 919 4113 2050 14490 214 164 2446 10261 4155 3279 1138 1566 13035 75671 50400 5568 SW WSW W

50 1:00

50 1:00 60 48 15 120 40 168 55 30 1:00 1:00 1:00 1:00 60 11,187 7,457 11,187 7,457 30 1:30 8:20 60 80 25 11,962 7,715 12,042 7,740 30 1:OD

SUMMARY

OF RESULTS OF EVACUATIONTIIVIES ANALYSIS

ATTACHMENT 1 This attachment is a copy of the CLEAR Computer Code~

~

as modified to meet Supply System needs.

34

DECLARATION QF VARIABLES.

INTEGER +2 TYPEs CODEe EPZs EX INTEGER +2 ITIME ( 1 5)

C 4%%%+%% k~k%%'k%%%%4 4%4%4 4'%%'1%4 %4 %%%'4%4 %%4 4%%%%%%4 4%%%%%%%4%4%%%%%%%%

'bINSERT SYSCQM>KEYS. F

'SINSERT SYSCOM>ERRD. F 5 INSERT SYSCQM)A%KEYS C

C k+%%%4%%%%+4%%%%%%%4%44 %4%%%4 4%%%4%%%%%%%4%4%4%%%%%%%%%%%%%%44

%%4%4 C

C IMPLICIT INTEGER (D)

LABELLED COMMON:

COMMON ILCOM/ DIST(30i 6000) s DISRAN(30'000) i DISLOD(30> 6000) e

%DISBAC (30> 6000) z DI STOT(30'000) s ZNRDT(30'000)

DISBAC-DISTANCE FOR VEH TO REACH LINK FOR NBAC DISLOD-DISTANCE FOR VEH TO REACH LINK FOR NLOD DISRAN-DISTANCE FQR VEH TO REACH LINK FOR NRAN DIST DISTANCE FOR VEH TO.REACH LINK FOR ZNRD DISTOT-DISTANCE FQR VEH TO REACH LINK FQR NTOT ZNRDT FLAGS PROCESSING OF A VEHICLE FOR EACH DELT C

C C

CC...

C.

REAL FRACTi PERLENi PERCPa FREFLO> POP ZNe LENRDSe EVL FRACT... FRACTION OF POP LEAVING WITHIN. 25+MAXDEP PERLEN... PERCENTAGE OF ZONE ROAD'S LENGTH PERCP....

PERCENTAGE OF GREEN LIGHT CONDITION FREFLO... FREE FLOW RATE IN AUTOS PER DELT-LANE-METER POPZN.... POPULATION PLACEHOLDER FOR'A ZONE LENRDS... TOTAL LENGTH OF ROADS IN ZONE EVL...... EFFECTIVE VEHICLE LENGTH OF AUTO AT MIN.

SPEED INTEGER+4 TIMEe ITLiKTLz BTL INTEGER+4 KIMINiKIHOUR> KIONE INTEGER +2 Mi Ji N. Kn Ai Bn Ci I ~ EXi EPZi TYPi ZTWOi ZFIVi ZTENi ZEPZ. FLORATi

%POP e POPVEHe LGCODEt POPTWOs POPFIVa MAXDEPz DELTA SAVETs INTa ISTGz LE

'NSTGi POPSTGi CAPVMi CAPNRi CAPLKi GREENi PERADi LUi INTPOPe POPEPZi PQPTEN A... COUNTER OR PLACEHOLDER B... COUNTER OR PLACEHOLDER C... COUNTER OR PLACEHOLDER CAPLK.. CAPACITY FQR ROAD 'S LINK CAPNR.. CAPACITY FOR ROAD'S INTERSECTING ROAD CAPVM... CAPACITY FQR A ROAD BEING PROCESSED DELT... UNIT OF TIME FOR SIMILTANEOUS EVACUATION EPZ... FIRST RADIAL DISTANCE MILE OUTSIDE EPZ EX.. NUMBER ASSIGNED TO THE DUMMY EXIT ROAD FLQRAT.. INPUT VEHICLES PER HOUR-LANE-NILE GREEN.. COUNTER FOR GREEN LIGHT CONDITION I... COUNTER OR PLACEHOLDER INT... INTEGER COUNTER USED TO INCREMENT TIME INTPOP.. INITIAL VEHICLE POPULATION AT TIME=

ISTG... NUM OF INDEPENDENT SPECIAL TRAFFIC GENERATOR

J... IDENTIFIER FOR ROAD NUMBERS K... COUNTER OR PLACEHOLDER LENSTG.. LENGTH FOR STG TO NEXT LINK LGCQDE.... MODELS RANDOM SAMPLE </LGCODE)

QF TOTAL PQP LU.... OUTPUT PRINTING CODE M... IDENTIFIER FQR ZONE NUMBERS MAXDEP.. MAXIMUM TIME OF DEPARTURE (MIN=4DELT)

N... IDENTIFIER FOR SPECIFIC VEHICLE NUMBERS PERAD.. NUMBER OF VEHICLES FQR GREEN LIGHT CONDITION POP... POPULATION PLACEHOLDER'OR

ROAD PQPEPZ.. POPULATION WITHIN THE EPZ POPFIV.. POPULATION IN FIVE MILE RADIUS POPSTG.. POPULATION FORMING STG POPTEN.. POPULATION IN TEN MILE RADIUS POPTWO.. POPULATION IN TWO MILE RADIUS PQPVEH... POPULATION NUMBER PER VEHICLE PVSTG... POPVEH FOR STG SAVET... SAVES OR STORES VALUE OF DELT DURING LOOP TIME.... CUMMULATIVE TIME FROM BEGINNING OF EVAC TYP.. PRINT OUTPUT ONCE EVERY TYP+DELT ZEP Z.. HIGHEST ZONE NUMBER WITHIN EP Z ZFIV.. HIGHEST ZONE NUMBER IN FIVE MILE RADIUS ZTEN.. HIGHEST ZONE NUMBER IN TEN MILE RADIUS ZTWO.. HIGHEST ZONE NUMBER IN TWO MILE RADIUS C..

C..

C C

INTEGER +4 LEN<145)

INTEGER +2 ZNRD(23> 145) s POPRD( 145) i RADIS( 145) s POPRAD(21 ) i NLANES( 1

%99) s NRSEC

< 145) i NOMVEL< 145) e VEL

( 145) s VMOTO( 145 ) i LDT( 145) u NRDS (23)

~ 6

%FL ( 1 45 ) a LINK( 1 45 ) z RAMP ( 200 ) i GROAD ( 1 4 5 ) s NRAN( 200 ) z FLRAN( 1 45 ) n NLOD ( 2

%00)

~ FLLOD ( 145) s NBAC(200) z FLBAC ( 145) a NTOT(200) e FLTOT

( 145)

INTEGER +2 F ILNAM( i6 )

FLBAC(145).. FLAGS NBAC EXISTS (. NE. 0)

FLLOD( 145).. FLAGS THAT NLOD EXISTS (. NE. 0)

FLRAN(145).. FLAGS THAT NRAN EXISTS (. NE. 0)

FLTOT(145).. FLAGS NTOT EXISTS (. NE. 0)

LDT<145).. FLAGS LOADING FOR EACH DELT LEN(145).. LENGTH OF ROAD ZNRD(MiJ)

LINK(145).. NEXT ROAD BEYOND ZNRD(MiJ)

IN PATH NBAC(200).. NUMBER OF VEHICLES IN BACK UP QUEUE NLANES < 145).. NUMBER OF LANES ON ZNRD (Mi J)

NLOD(200).. NUMBER OF VEHICLES IN LOADING QUEUE NQMVEL(145).. NOMINAL VELOCITY OF ZNRD(MiJ)

NRAN(200).. NUMBER OF VEHICLES IN RANDOM QUEUE NRDS(23).. NUMBER OF ROADS IN A ZONE'RSEC ( 145).. 0 OR ROADS INTERSECTING WITH ZNRD NTQT(200).. NUMBER OF VEHS IN LOAD 5 BACK QUEUE POPRAD<21).. POPULATION BY RADIAL DISTANCE POPRD(145).. POPULATION OF A ROAD ZNRD(MiJ)

GFL < 145 ).. FLAGS BACK UP QUEUE FOR EACH ROAD GROAD(145).. REFERS TO A SPECIFIC ROAD'S QUEUE RADIS(145).. RADIAL DISTANCE OF ZNRD(Ms J)

RANP(200).. USED TO RELIST VEH FOR IRND SELECT VEL(145).. ACTUAL VELOCITY QF TRAVEL ON ROAD VMOTO< 145).. NUMBER OF MOVING VEHICLES ON ROAD

")

ZNRD(23s 145).. REFERENCES ZONE Ns ROAD J BEGIN PROGRAN wwew+ CHECK KIONE=1 KININ=3600 KIHOUR=60 C+>++++

CALL THE SYSTEM TINER BEFORE BEGINNING C

CALL TIMDAT ( ITINEs 15)

"PRINT 960s

( ITINE(I ) s I=is 10)

CALL TNOU

( 'YPE IN THE NAME OF YOUR INPUT FILE's 37)

READ (ls 710)

<FILNAN(I)~ I=is 16)

PRINT 720s (FILNAN(I ) s I=is 16)

OPEN DATA FILE.

CALL SRCH%4 (KSREADs FILNANs 16s ls TYPEs CODE)

C ~>+4 +DELETE OLD OUTP UT FILE4++<

CALL SRCH'$%

<KSDELEs CLEAR. QUT

~ 9s 2s TYPEs CODE)

CALL SRCH%%

(KSWRITs 'CLEAR. OUT's 9s 2s TYPEs CODE)

WRITE(6> 705)FILNAMs ( ITINE(I ) s I=is 3)

WRITE

<6s 960)

( ITINE<I ) s I=is 10)

READ IN INFQRNATION CONCERNING TINEs POPULATIONs AND OUTPUT.

READ (Ss 730)

LUs DELTs TYPs FRACTs NAXDEPs PQPVEHs LGCQDEs FLORATs EVL 1

s VELZ PRINT HEADINGS

+++++ CHECK +++++

WRITE (LUs 740)

LUs DELTs TYPs FRACTs NAXDEPs POPVEHs LGCODEs FLORATs EVL 1

s VELZ DETERNINE FREFLO FROM FLORAT.

FREFLO = FLOAT(FLORAT)/<3600. 0>FLOAT<LGCODE))

ADJUST POPVEH TO FIT RANDOM SANPLE OR LARGE CODE.

POPVEH = POPVEH4LGCODE ADJUST EFFECTIVE VEHICLE LENGTH TO FIT RANDOM SAMPLE.

EVL = EVL+FLQAT(LGCODE)

READ INFORMATION ON ZONES:

READ (5s 750)

ZTWQs ZFIVs ZTENs ZEPZs ISTGs EXs EPZ CHECK WRITE (LUs 760)

ZTWOs ZFIVs ZTENs ZEPZs ISTGs EXs EPZ ASSIGN EACH VEHICLE ON ALL ROADS A LOADING POSITION BY EQUALLY DISTRIBUTING THE POPULATION IN GROUPS OF PQP. VEH PER VEHICLE ALONG THE ROADWAY SECTION PROPORTIONAL TO THEIR LENGTH.

THE FIRST VEHICLE IS ASSIGNED TO THE BEGINNING OF THE ROADWAY AND EACH VEHICLE THEREAFTER AN INCREMENTAL DISTANCE AWAY.

PROCESS EACH ROAD IN THE 24 ZONES COMPOSED OF EIGHT EQUAL SECTORS DIVIDED AT THE TWO AND FIVE NILE NARK.

M = 0 ZONE 25 INCLUDES ALL AREAS AND ROADS OUTSIDE 10 MILE RADIUS.

10 IF

<M. GT. ZEPZ)

GO TO 100 M = M+1 J

= 0 READ

( 5s 770 )

POP ZNz NRDS ( M) e LENRDS

~++++ CHECK e++++

NR ITE

( LUz 780 )

Mi POP ZNn NRDS ( M) i LENRDS 20 IF (J. EG. NRDS(M))

GO TO 90 J.= J+1 READ

( 5i 790)

ZNRD(Ma J) z LINK( ZNRD(Me J) ) i LEN( ZNRD< Me J) ) e RADIS( ZNRD(M

%i J) ) i NQMVEL(ZNRD(Mz J) ) i NLANES( ZNRD < Mt J) ) i NRSEC ( ZNRD(Mt J) )

CHECK WRITE <LUi 800)

ZNRD(Me J) t LINK(ZNRD(MsJ) ) i LEN< ZNRD(M> J) ) i RADIS(ZNRD 4 < Mt J) ) i NOMVEL(ZNRD (Mi J) ) s NLANES( ZNRD (Me J) ) i NRSEC ( ZNRD (Me J) )

CHANGE VELOCITY FROM MILES/HOUR TO METERS/SECOND.

NQMVEL<ZNRD(MeJ) )

=

(FLOAT(NOMVEL(ZNRD(MnJ) ) )+. 447)

INITIALLY'HEREARE NO TRAFFIC JAMB OR QUEUES ON THE ROADS'ET FLAGS TQ ZERO.

GFL<ZNRD(MiJ) )

= 0 INITIALLY> NO ROADS HAVE BEEN LOADED.

FLAG LDT KEEPS RECORD QF THIS <LDT=1: LOADED LDT=O: NOT LOADED)

LDT(ZNRD<MtJ) )

= 0 INITIALLY'ELOCITYOF TRAVEL ON ROAD IS EQUAL TO THE ROAD 'S NOMINAL VELOCITY.

VEL( ZNRD ( Mi J ) )

= NOMVEL( ZNRD ( Mi J ) )

INITIALIZEARRAYS TQ ZERO TO START.

GROAD(ZNRD<MiJ) ) = ZNRD(Me J)

NRAN(ZNRD(MiJ) ) = 0 FLRAN(ZNRD(MiJ) )

= 0 NLOD(ZNRD(MiJ) ) = 0 FLLQD( ZNRD (Mi J) )

= 0 NBAC(ZNRD(M.J) ) = 0 FLBAC(ZNRD(MiJ))

= 0 NTOT(ZNRD(MiJ))

= 0 FLTQT(ZNRD(MiJ) )

= 0 IF (M. GT. ZEPZ)

GO TO 1,00 PERLEN = FLOAT(LEN(ZNRD(MiJ)))/LENRDS POPRD(ZNRD(Mi J))

= PERLEN+POPZN MAKE NRAN,ROUNDUP BY ADDING POPVEH-1 TQ POPULATION.

NRAN(ZNRD(Ms J) ) =

(POPRD(ZNRD(Mi J) )+(POPVEH 1 ) ) /PQPVEH POPRD ( ZNRD ( Mz J ) )

=

NRAN

( ZNRD (Mi J ) ) +POPVEH INCDIS = LEN < ZNRD ( Mi J ) ) /NRAN( ZNRD < M. J ) )

WRITE(LU>299)

PQPRD<ZNRD(Mi J) ) i NRAN(ZNRD(M.J) ) i INCDIS

0

( >

299 FORMAT<

POPRD s IS>

NRAN=

i IS>

INCDIS=

i IS)

RANDOMLY ASSIGN THE NRAN VEHICLES A LOADING POSITION ON ROADWAY ZNRD < Ma J )

AND PUT THEM IN A QUEUE GROAD ( ZNRD (Me J ) )

A = 0 30 IF

<A. GE. NRAN(ZNRD(MiJ) ) )

QO TO 40 A = A+1 RANP(A) =

A GO TO 30 40 CONTINUE K = NRAN( ZNRD(MiJ) )

N= 0 50 IF (N. GE. NRAN(ZNRD(M.J)))

GO TO 80 N = N+1 FLAG NRAN.

FLRAN(ZNRD(MIJ) )

1 71 RANDOMLY SELECT A NUMBER I FROM ZERO TO NRAN-l.

A = IRND(K)

IKAL=O A=IRND ( I KAL)

IF(A. LT. K)GOTO 72 A=A/10 GOTO 71.

A = A+1 I = RANP(A)

DISRAN(GROAD<ZNRD(MiJ) ) e N) = LEN(ZNRD(MiJ) )-(INCDIS+(I-1))

INITIALLY'OVEHICLES HAVE BEEN PROCESSED'ET FLAG TO ZERO.

ZNRDT( ZNRD(MiJ) s N) 0 60 70 REMOVE NUMBER I FROM BEING PROCESSED AGAIN BY RELISTING REMAINING NUMBERS.

B =

IF (B. GE. K)

QO TO 70 RANP(B)

= RANP(B+1)

B = B+1 GO TO 60 CONTINUE GO TO 50 80 CONTINUE GO TO 20 90 CONTINUE QO TO 10 100 CONTINUE ADD INDEPENDENT SPECIAL TRAFFIC GENERATORS TO CORRESPONDING ROADS.

THE ADDITIONAL VEHICLES WILL BE PUT ON THE END OF THE EXISTING NRAN LIST.

110 IF

( ISTG. EG. 0)

GO TO 130 READ IN INDEPENDENT SPECIAL TRAFFIC GENERATOR INFORNATION.

READ (5e 810)

ZNRD(Ni J) i LENSTGi PQPSTGi PVSTG CHECK WRITE (LUs 820)

ZNRD(Ne J) i LENSTGu PQPSTGa PVSTG DETERNINE AND ADD NUMBER QF VEHICLES TO NRAN LIST.

A = (POPSTG+(PVSTG-i))/PVSTG Ii =

(NRAN(ZNRD(NiJ) )+1)

I2 =

(NRAN(ZNRD(NiJ))+A)

DO 120 8=iii I2 DISRAN(GROAD(ZNRD(NsJ) ) i B >

= LENSTG 120 CONTINUE NRAN(ZNRD(Ne J) )

= NRAN(ZNRD(NiJ) )+A POPRD(ZNRD(N> J) )

= POPRD(ZNRD(Ms J) )+(A+POPVEH)

ISTG = ISTG-1 GO TQ 110 130 CONTINUE INITIALIZE INTEGER INT USED TO INCREMENT TIME.

INT = 0 TINE = 0 C = 0 SAVE THE VALUE OF DELT IN SAVET BECAUSE DELT NAY BE REDUCED BY THE AMOUNT OF TIME NECESSARY FOR A VEHICLE TO REACH THE LINKING ROAD AT THE ROAD'S VELOCITY OF TRAVEL.

SAVET WILL RESTORE DELT ORIGINAL VALUE AT THE END OF EACH VEHICLE LOOP.

SAVET = DELT PRINT INITIALPOPULATION STATISTICS.

GO TO 420 C

C NAIN LOOP STOPPING CONDITION WHEN POPULATION IS TOTALLY C

'VACUATED.

140 IF (POPEPZ.

EG. 0)

GO TO 690 INCREMENT TIME TIME = INTL(INT

> +INTL(DELT)

EXECUTE THE EVACUATION NOVENENT ONE ZONE.

ONE ROAD.

AND ONE POPULATION GROUP IN A VEHICLE AT A TINE.

N= 0 150 IF (N. EG. ZEPZ)

GO TO 380 r

N = M+1 J = 0 160 IF (J. EG. NRDS(M))

GO TO 370 J = J+1 LOAD THE LOADING QUEUE QF THE LINK OF ZNRD(Ni J)

IF IT HAS NOT ALREADY BEEN LOADED FOR THIS DELT AND SET UP A TOTAL LIST OF QUEUED VEHICLES BY CQNBINING THE

(

C C

C LOADING QUEUE AND BACKUP QUEUE.

IF (LDT(LINK(ZNRD(MiJ) ) ). NE. 0)

GO TO 180 LOAD THE QUEUE ONLY IF THERE IS AN EVACUATING POPULATION SCHEDULED TO LEAVE DURING THIS DELT.

IF (TIME. GT. INTL(MAXDEP))

GO TQ 170 USE SUBROUTINE LOAD INDEX = LINK( ZNRD ( Mz J ) )

CALL LOAD

( INDEX'ELTATIMEiFRACTe PQPVEHs GROAD( INDEX) e NRAN( INDEX) i N

%LQD

( INDEX) s FLLOD ( INDEX) I MAXDEPi POPRD ( INDEX > )

C C

FLAG LINK AS HAVING BEEN LOADED FOR THIS DELT.

LDT(LINK(ZNRD<Me J) ) )

=

1 170 CONTINUE B = LEN<LINK(ZNRD (Mt J) ) ) +NLANES(LINK( ZNRD(Mn J) ) )

IF THERE IS ROOM ON THE ROAD.

PLACE VEHICLES ON THE ROADWAY LINK FROM THE TOTAL QUEUE LIST.

DELETE VEHICLES FROM QUEUES IF PLACED ON LINK'S LIST OF MOVING VEHICLES.

USE SUBROUTINE PLACE.

CALL PLACE

( INDEXiVMOTO( INDEX) i GROAD ( INDEX) i NLOD

( INDEX) z FLLQD

( INDE

%X ) i NBAC ( INDEX) i FLBAC ( INDEX) e NTOT < INDEX) ~ FLTOT ( INDEX ) i 8 t LEN ( INDEX) i SEVL)

DETERMINE VELOCITY OF TRAVEL ON LINK.

USE SUBROUTINE VELCP.

CALL VELCP

( NLANES ( INDEX ) ~ NOMVEL( INDEX) i VMOTO( INDEX) a VEL( INDEX) i LE

%N( INDEX)i FREFLOe VELZ) iSO CONTINUE LOAD THE LOADING QUEUE FOR ROAD ZNRD(Ma J)

IF IT HAS NOT ALREADY BEEN LOADED FOR THIS DELT AND SET UP A

TOTAL LIST OF QUEUED VEHICLES BY COMBINING THE LOADING QUEUE AND BACKUP QUEUE.

IF (LDT<ZNRD(Ms J) ). NE. 0)

GO TO 200 LOAD THE QUEUE ONLY IF THERE IS AN EVACUATING POPULATION SCHEDULED TO LEAVE DURING THIS DELT.

IF (TIME. GT. INTL(MAXDEP))

GO TO 1'PO USE SUBROUTINE LOAD CALL LOAD (ZNRD(M. J) i DELTA TIME. FRACTi PQPVEHi GROAD(ZNRD(MiJ) ) i NRAN(

4ZNRD(Me J) ) z NLOD( ZNRD(MiJ) ) e FLLOD(ZNRD(MiJ) ) i MAXDEP> POPRD

< ZNRD(Me J) 5))

FLAG ROAD AS HAVING BEEN LOADED FOR THIS DELT.

LDT(ZNRD(MeJ) )

1'PO CONTINUE B

LEN(ZNRD(MiJ) ) 4NLANES(ZNRD(M>J)

IF THERE IS ROOM ON THE ROAD>

PLACE VEHICLES ONTO ROADWAY FROM TOTAL QUEUE LIST.

DELETE VEHICLES FROM QUEUES IF PLACED IN ROAD'S LIST OF MOVING VEHICLES.

USE SUBROUTINE PLACE.

CALL PLACE

< ZNRD (l'1i J) i VMOTO

( ZNRD ( Ms J ) ) z GRQAD

( ZNRD < Me J) ) i NLOD

( ZNRD

(

%M. J))

FLLOD<ZNRD(M J))

NBAC(ZNRD(M J))

FLBAC<ZNRD(M J))

NTOT(ZNRD(

SMi J ) ) i FLTOT( ZNRD (Ms J) )

s Bi LEN( ZNRD <Mi J) ) z EVL)

C DETERMINE VELOCITY OF TRAVEL ON ROAD.

USE SUBROUTINE VELCP.

CALL VELCP

( NLANES < ZNRD ( Me J ) ) i NQMVEL( ZNRD ( Na J ) ) s VMOTO( ZNRD ( Ms J ) ) n V

%EL( ZNRD (Ms J ) ) z LEN < ZNRD (Mi J) ) i FREFLOu VELZ )

200 CONTINUE CHECK IF ZNRD(Ma J)

INTERSECTS WITH ANY OTHER ROADS AT ITS LINK.

IF SOu DETERMINE THE PERCENTAGE OF GREEN LIGHT TIMEz PERCPz GIVEN TO ZNRD< Ms J)

AND THE CORRESPONDING NUMBER OF VEHICLES TO ADVANCE.

IF (NRSEC ( ZNRD (MiJ) ). EG. 0)

GO TO 210 IF (ZNRDT(NRSEC(ZNRD(MiJ) )i i). EG. 0)

GQ TO 230 210 CONTINUE THERE IS NO INTERSECTING ROAD OR THE OTHER INTERSECTING ROAD HAS ALREADY BEEN PROCESSED AND USED ITS SHARE OF THE LINKS CAPACITY.

220 PER*D = 9999 GREEN = -9999 673 X

X CHECK WRITE(LUi673)

ZNRD(Me J) i NRSEC ( ZNRD(Mz J) )

FORMAT< 'INTERSECTION HAS A GREEN LIGHT

'CONDITION FQR ROAD= '4 INTERSECTING WITH NRSEC= 'i I4)

GQ TQ 250 230 CONTINUE THERE IS AN INTERSECTING ROAD AND IT HAS NOT BEEN PROCESSED FOR THIS DELT.

DETERMINE THE NUMBER OF VEHICLES THAT COULD ADVANCEi PERAD>

BY THE PERCENTAGE OF VEHICLES IN MOTION ON THE TWO ROADS.

IF

( (VMOTO(NRSEC

( ZNRD(Ma J) ) ). GT. 0). AND. (VMOTO(ZNRD(M( J) ). GT. 0) )

GO TO 240 GO TO 220 240 CONTINUE DETERMINE CAPACITIES ON ROADS INTERSECTS AND LINK.

CAPVM =

(FREFLO+FLOAT(NLANES(ZNRD(MiJ)))+FLOAT(LEN(ZNRD(MsJ))))/

%FLOAT(VEL(ZNRD(MiJ)))

CAPNR =

(FREFLO4FLOAT(NLANES(NRSEC(ZNRD(MiJ))))+FLOAT(LEN(NRSEC

%(ZNRD(MiJ)))))/FLOAT(VEL(NRSEC(ZNRD(MiJ))))

CAPLK =

<FREFLO>FLOAT(NLANES(LINK(ZNRD<MiJ))))+FLOAT(LEN(LINK(ZNRD

%(Mi J) ) ) ) ) /FLOAT(VEL(LINK(ZNRD(MiJ) ) ) )

CALCULATE THE MOVING VEHICLE VERSUS CAPACITY RELATIONSHIP FOR THE ROAD AND THE INTERSECTING ROAD IN ORDER TO DETERMINE THE PERCENTAGE QF AVAILABLE QPENINGS ASSIGNED TO THE ROAD 'S MOVING VEHICLES.

PERCP

=

(FLOAT(VMOTO<ZNRD(MaJ)))/FLOAT(CAPVM))/(<FLOAT(VMOTO(NRSEC

4 ( ZNRD ( Mi J ) ) ) ) /FLOAT < CAPNR ) ) + (FLOAT ( VMQTQ

( ZNRD ( Mt J ) ) ) /FLOAT< CAPVM

) )

5)

DETERMINE NUMBER QF OPENINGS AVAILABLEON LINK.

PERAD PERCP+(CAPLK VMQTO<LINK<ZNRD(Mz J) ) ) )

INITIALIZENUMBER OF VEHICLES ADVANCING ON GREEN LIGHT.

GREEN =

1 C

250 CONTINUE ADVANCE THE VEHICLES IN MOTION ON THE ROAD ZNRD(MiJ)

ACCORDING TO DELT AND THE VELOCITY OF TRAVEL QN THE ROAD.

IF A VEHICLE HAS SUFFICIENT TIME AND RATE TO ADVANCE TO THE NEXT LINKING ROADS DETERMINE IF THE VEHICLE SHOULD BE PUT IN A.QUEUE QR TRAVEL ON THE LINK.

N = 0 260 IF (N. EG. VMOTO(ZNRD(Me J) ) )

GO TO 360 N = N+1 CHECK IF VEHICLE HAS ALREADY. BEEN PROCESSED FOR THIS DELT.

(ZNRDT=O:NQi =1:YES.

)

IF (ZNRDT(ZNRD(MiJ)i N). NE. 0)

GO TO 350 C

C C

DETERMINE IF VEHICLE WILL GO BEYOND ROAD DURING THIS DELT.

(TIME=DISTANCE I RATE)

IF (DELT. LE.

< FLOAT(DIST( ZNRD(Ms J) z N) ) /FLOAT(VEL(ZNRD(Ma J ) ) ) ) )

GO TO 340 A =

(EVL4 (VMOTO(LINK(ZNRD<MiJ) ) )+1.

) )

B = (NLANES(LINK(ZNRD(MiJ) ) ) )+(LEN(LINK(ZNRD(MeJ) ) ) )

IF THE VEHICLE GOES BEYOND THE ROAD ZNRD(Ms J) i CHECK IF ANY ROADS LEADING INTO THE LINK *RE BACKED UP IF A BACKUP QUEUE EXISTS OR IF THIS VEHICLE WILL CAUSE THE ROAD TO EXCEED CAPACITY.

AVERAGE VEHICLE LENGTH AT 15 MILES PER HOUR IS EQUAL TO 14. 20 METERS.

IF

< (FLBAC(LINK(ZNRD(MiJ) ) ). EG. 1). OR. (A. GT. B) )

GO TO 270 GO TO 300 270 CONT INUE THERE IS A BACKUP OR QUEUE.

PUT THE VEHICLE AT THE END AN EXISTING QUEUE OR FORM

NEW ONE.

THIS SIMUL*TES A TRAFFIC JAM OR STOP AND GO TRAFFIC BY STACKING THE VEHICLES.

IF A ROAD HAS A FLAG THEN THE QUEUE ALREADY EXISTS.

IF (FLBAC(LINK(ZNRD(MiJ) ) ). EG. 0)

GO TO 280

DD VEHICLE TO THE END OF THE EXISTING BACKUP QUEUE.

IF(NBAC(LINK(ZNRD(Mz J) ) ). GE. 6000) GOTO 290

0

( 3

NBAC<LINK<ZNRD(MiJ) ) )

= NBAC(LINK(ZNRD(MiJ) ) )+1 GO TO 2'VO 280 CONTINUE C

C START A QUEUE AS VEHICLES IN MOTION BE-G GIN TO EXCEED ROAD 'S SPACE LIMITATIONS.

NBAC(LINK<ZNRD(M. J) ) )

=

1 FLBAC(LINK(ZNRD(M.J)))

=

1 290 CONTINUE SET VEHICLES DISTANCE IN BACKUP QUEUE.

DISBAC (GROAD(LINK(ZNRD<MiJ) ) ) e NBAC (LINK(ZNRD(MiJ) ) ) )

= LEN(LINK

$ (ZNRD(MiJ)))+2 GO TO 310 300 CONTINUE DETERMINE IF THIS VEHICLE SHOULD BE ADVANCED UNDER GREEN LIGHT CONDITIONS.

IF (GREEN. GT. PERAD)

GO TO 270 GREEN = GREEN+1 THE PATH INTO THE LINK IS CLEAR AND THE VEHICLE GOES BEYOND THE ROAD ONTO THE NEXT ROADs ITS LINK.

DETERMINE DELT REMAINING.

DELT = DELT-(FLOAT(DIST(ZNRD(MpJ) i N) )/FLOAT(VEL(ZNRD(M>J) ) ) )

ADD THE NEW VEHICLE TO THE LINK'S LIST QF MOVING VEHICLES.

VMOTO(LINK<ZNRD<MJ)))

= VMOTO(LINK(ZNRD(MJ)))+1 I BECOMES NEXT MOVING VEHICLE IN LINK.

I = VMOTO(LINK(ZNRD(MiJ) ) )

DETERMINE POSITION OF VEHICLE I ON LINK.

DIST(LINK< ZNRD<MiJ) ) e I ) = LEN(LINK(ZNRD(M>J) ) )

(DELT+VEL<LINK(ZNRD 6(MiJ))))

FLAG THIS VEHICLE SO THAT IT WILL NOT BE PROCESSED AGAIN FOR THIS DELT.

ZNRDT(LINK(ZNRD(MiJ) ) i I ) =

1 RETURN DELT TO ORIGINAL VALUE.

DELT = SAVET 310 CONTINUE

'SINCE THE VEHICLE PASSED BEYOND THE ROAD INTO ITS LINKS'ELIST ALL OTHER MOVING VEHICLES ON THE ROAD SEQUENTIALLY.

A = N 320, IF (A. EG. VMOTO<ZNRD(MiJ)))

GO TO 330 IF(A. GT.

1'V'V)GO TQ 330%%+++%w+w++w%w++%++%e++ee+++e%ee++++++w++

DIST(ZNRD(MiJ) e A) = DIST(ZNRD(Ms J) n A+1 )

ZNRDT(ZNRD(MiJ) i A) = ZNRDT<ZNRD(MiJ) i A+1 )

= A+1 GO TO 320 330 CONTINUE

VMOTO(ZNRD(M,J))

= VMOTO(ZNRD(M,J))-1 N = N-1 GO TO 350 340 CONTINUE THE MOVING VEHICLE STAYS WITHIN THE ROAD ZNRD(MiJ)

DURING DELT.

DETERMINE ITS NEW POSITION ON THE ROADWAY.

DIST(ZNRD(MiJ) s N)

= DIST(ZNRD(MiJ) i N)

(DELT+VEL(ZNRD(MiJ) ) )

ZNRDT( ZNRD<Ma J) i N) =

1 350 CONTINUE GO TO 260 360 CONTINUE REEVALUATE VELOCITY OF TRAVEL ON ROAD ZNRD(Me J)

USING THE SUBROUTINE VELCP.

CALL VELCP

( NLANES ( ZNRD ( Me J ) ) s NOMVEL( ZNRD ( Ne J

> ) z VMOTO( ZNRD ( Mi J ) ) s V

%EL ( ZNRD < Mi J ) ) z LEN ( ZNRD < Mi J ) ) i FREFLOe VELZ >

GO TO 160 370 CONTINUE GO TO 150 380 CONTINUE INITIALIZEFLAGS TO ZERO SINCE THIS DELT HAS BEEN COMPLETED.

DO 410 M=1 r ZEPZ PULL LOADING FLAGS FROM ALL ROADS.

Ii = NRDS(M>

DO 400 J=li Ill LDT(ZNRD(MiJ) ) = 0 PULL PROCESS FLAGS FROM ALL VEHICLES.

I2 = VMOTO(ZNRD(MiJ) )

DO 390 Nii I2 ZNRDT(ZNRD(MiJ)

~ N) = 0 390 CONTINUE 400 CONTINUE 410 CONTINUE C

C INCREMENT TIME USING INTEGER INT.

420 INT = INT+1 C = C+1 PRINT OUTPUT ONCE EVERY FIVE MINUTES.

IF ((C. NE. TYP). AND. (POPEPZ. NE. 0) )

GO TO 680 C = 0 CLEAR DUMMY EXIT ROAD OF VEHICLES.

VMOTO(EX) = 0 CALCULATE TIME IN HOURSi MINUTESi AND SECONDS.

0 0

0

KTL = TIME ITL = 0 BTL = 0 430 IF (KTL. LT. KIMIN) GO TO 440 KTL = KTL-KI MIN ITL = ITL+KIONE GO TO 430 440 CONTINUE 450 IF (KTL. LT. KIHOUR)

GO TO 460 KTL = KTL-KIHOUR BTL = BTL+KIONE GO TO 450 460 CONTINUE PRINT INITIAL VEHICLE PQPULAT ION.

WRITE (LUe 830)

INTPOP PRINT PRESENT TIME.

WRITE (LUz 840)

TIMEn ITLa BTLi KTL C

C INITIALIZEPOPULATION BY RADIAL DISTANCE TO ZERO.

DO 470 A=1i EPZ POPRAD(A)

= 0 470 CONTINUE PRINT POPULATION ON EACH ROAD SEGMENT IN THE ZTWO NUMBER.OF ZONES BETWEEN THE ORIGIN AND THE TWO MILE RADIUS AND DETERMINE THE POPULATION IN TWO MILE RADIUS.

POPTWO

= 0 POPZN

= 0 M = 0 480 IF (M. EG. ZTWO)

GO TO 520 M=M+1 J = 0 490 IF (J. EG. NRDS(M) )

GO TO 510 J = J+1 POP

=

( NRAN( ZNRD ( Mi J ) ) +NLOD ( ZNRD ( M ~ J ) ) +NBAC ( ZNRD ( Mi J ) ) +VMOTO( ZNRD

%(Mi J) ) )

IF (POP. EG. 0)

GO TO 500 WRITE (LUi850)

Mz ZNRD(MiJ) s POPe NRAN(ZNRD<MzJ) ) a NLOD(ZNRD<NiJ) ) s 4NBAC(ZNRD(Ms J) )

u VMOTO(ZNRD(MiJ) )

500 POPZN = POPZN+POP POPRAD<RADIS(ZNRD(MIJ) ) )

POPRAD(RADIS(ZNRD(Mu J) ) )+POP GO TO 490 510 CONTINUE WRITE (1s 860)

Ms POPZN WRITE (LUi 860)

Mi PQPZN POPTWO = POPTWO+POPZN POPZN = 0 GO TO 480 520 CONTINUE WRITE (LUi 870)

POPTWO

0

530 PRINT THE POPULATION OF EACH ROAD SEGMENT IN THE ZFIV NUMBER OF ZONES BETWEEN THE TWO AQD FIVE MILE RADIUS AND DETERMINE THE POPULATION IN THE FIVE MILE RADIUS.

POPFIV =

POPTWO IF (M. EG. ZFIV)

GO TO 570 M = M+1 J = 0 540 IF (J. EG. NRDS(M))

GO TO 560 J = J+1 POP

=

(NRAN(ZNRD(MiJ) )+NLOD(ZNRD(MiJ) )+NBAC(ZNRD(MiJ) )+VMOTO(ZNRD

%(Mi J) ) )

IF (POP. EG. 0)

GO TO 550 WRITE (LUi850)

Mz 'ZNRD(MiJ) i POPi NRAN(ZNRD(MiJ) ) i NLOD(ZNRD(MeJ) ) a

%NBAC ( ZNRD (Ms J) ) s VMOTO(ZNRD(Ms J) )

550 POPZN

= POPZN+POP POPR*D(RADIS( ZNRD(Me J) ) )

POPRAD(RADIS( ZNRD(Mt J) ) )+POP GO TO 540 560 CONTINUE 570 WRITE (1s 860)

Ms POPZN WRITE (LUi860)

Mt POPZN POPFIV = POPFI V+POP ZN POPZN

= 0 GO TO 530.

CONTINUE WRITE (LUz 880)

POPFIV 580 PRINT POPULATION OF EACH ROAD SEGMENT IN THE ZTEN ZONES BETWEEN THE FIVE AND TEN MILE RADIUS AND DETERMINE THE POPULATION IN THE TEN MILE RADIUS.

POPTEN

= POPFIV IF (M. EG. ZTEN)

GO TO 620 M = M+1 J= 0 590 IF (J. EG. NRDS(M) )

GO TO 610 J = J+1 POP

=

( NRAN( ZNRD ( Mi J ) ) +NLOD( ZNRD ( Ma J ) ) +NBAC ( ZNRD ( Ma J ) ) +VMOTO( ZNRD

$ (Mi J) ) )

IF (POP. EG. 0)

GO TO 600 WRITE (LUe 850)

Mi ZNRD (Mi J) i POPs NRAN( ZNRD(Ma J) ) i NLOD

( ZNRD(Mz J) ) ~

%NBAC (ZNRD(Mu J) ) i VMOTO(ZNRD(MiJ) )

600 POPZN

= POPZN+POP POPRAD(RADIS(ZNRD(MiJ) ) ) = POPRAD(RADIS(ZNRD(Ms J) ) )+POP GO TO 5'VO 610 CONTINUE 620 WRITE

( ia 860)

Me POPZN WRITE (LUe 860)

Me POPZN POPTEN

= POPTEN+IFIX(POPZN)

POPZN

= 0 GO TO 580 CONTINUE

WRITE (LU> 890)

POPTEN 630 PRINT POPUL'ATION OF EACH ROAD SEGMENT IN THE ZEPZ ZONES BETWEEN THE TEN MILE RADIUS AND THE BOUNDARIES FOR THE ENTIRE EPZ AND DETERMINE POPULATION IN THE EPZ.

POPEPZ

= POPTEN IF (M. EG. ZEPZ)

GO TQ 660 M = M+1 J = 0 640 IF (J. EG. NRDS(M))

GO TO 650 J = J+1 POP

=

( NRAN ( ZNRD

( Mu J ) )+NLOD( ZNRD

( Mn J ) )+NBAC ( ZNRD ( Ma J ) ) +VMOTO

( ZNRD 4(Mi J) ) )

WRITE (LUi 850)

Mi ZNRD(MiJ)

~ POPi NRAN< ZNRD(MiJ) ) i NLOD(ZNRD(MiJ) ) ~

SNBAC(ZNRD(Ma J) ) s VMQTQ(ZNRD(MiJ) )

POPZN = POPZN+PQP POPRAD(RADIS < ZNRD(Me J) ) )

= POPRAD<RADIS( ZNRD(Mu J) ) )+POP GO TO 640 650 CONTINUE 660 C

WRITE (ii860)

Mi POPZN WRITE (LU> 860)

Mz POPZN POPEPZ

= POPEPZ+POPZN POPZN = 0 GO TO 630 CONTINUE WRITE (LU. 900)

POPEPZ IF (INT. EG. 1)

INTPOP = POPEPZ WRITE THE PERCENT OF VEHECLES THAT HAVE BEEN EVACUATED SO FAR IF( INT

. GT.

1)PERPOP=(1-FLOAT(POPTEN)/FLOAT( INTPOP) )+100.

WRITE(LUe 905)

PERPOP WRITE (LUi 910)

INT PRINT POPULATION AS A FUNCTION OF RADIAL DISTANCE.

WRITE (LUa 920)

ITLiBTLi KTL C

~

C 670 IF (POPEPZ. LE. 0)

GO TO 690 IF (INTPOP. LE. 0)

GO TO 670 DO 670 A=iiEPZ PERLEN = ((FLOAT(POPRAD(A))/FLOAT(PQPEPZ))+100. 0)

PERCP

=

( (FLOAT(POPRAD(A) )/FLOAT(INTPOP) )4100. 0)

I 1 = A-1 WRITE (LUz 930) Iii As POPRAD(A) i PERLENi PERCP CONTINUE PRINT VEHICLES REMAINING AND NUMBER OF VEHICLES EXITED.

A = INTPOP-PQPTEN WRITE (LUs 940)

POPTENt A A = INTPOP-POPEPZ WRITE (LUi 950)

POPEPZi A 680 END OF MAIN LOOP CONTINUE

C C

C GO TQ 140 690 CONTINUE CALL THE SYSTEM TIMER FOR ENDING TIME CALL TIMDAT ( ITIMEt 15)

PRINT 960t

( ITIME(I ) t I1 t 10)

WRITE <LUt 960)

< ITIME(I ) t I=it 10)

CALL CLOS%A (1)

CALL CLOS%A (2)

CALL EXIT STOP 705 FORMAT( 'HIS IS

RUN MADE ON THE 't 16A2t 'OUNTY FILE QN DATE='t 41 Xt 2 ( A2t t I

) t *2t 4 Xt 20 ( 1K+

) t //// )

710 FORMAT (16A2) 720 FORMAT

( 'NPUT FILE NAME IS...

't ibA2) 730 FORMAT

( I 1 t I4t Z3t F4. 2t Z 5t I2t Z2t I5t F6. 2t F6. 2) 740 FORMAT (//t 'U= 't Iit 'ELT= ' I4t 'YP= 't I3t 'R*CT= 't F4. 2t '

%AXDEP=

t I5t POPVEH=

t Z2t LGCODE=

t Z2t FLORAT=

t I5t EVL=

@Fb. 2t '= 't F6. 2) 750 FORMAT

( I3t I3t I3t Z3t Z3t I3t I3) 760 FORMAT

( 'TWO= '3 'FIV= '3 'TEN= '3 'EPZ= '3 'STG

't Z3t 'X= 't I3t 'PZ= 't I3) 770 FORMAT (F10. Ot I 10t F10. 0) 780 FORMAT

< '++ZONE:

't Z2t 'OPZN= 't Fb. Ot 'RDS= 't I2t 'ENRDS=

St F7. 0) 790 FORMAT

( I 10t I 10t I 10t I 10t I 10t I10t I 10) 800 FORMAT

( 'NRD: 't I3t 'INK= 't Z3t 'EN= 't Ibt 'ADIS= 't I2t

'NOMVEL=

't I2t 'LANES= 't I2t 'RSEC= '. Z3) 810 FORMAT

( I 10t I 10t I 10t F10. 2) 820 FORMAT

( '+ISTG:

ROAD= '3 'ENSTG= '5 'QPSTG= 'b 'VS STG= 't Fb. 2) 830 FORMAT <///t 'HE INITIALVEHICLE POPULATION WAS = 't I9) 840 FORMAT

(

TOTAL TIME ELAPSED=

t I8t SECONDS OR t I4t HOURSt t I4t MINUTESt AND 't I4t 'ECONDS. ')

850 FORMAT

( 'EHICLE POPULATION OF ZONE='t I2t 'OAD='t I3t 'S EQUAL

%TO 't Z5t 2Xt 'UEUES:

NRAN= 't I4t 'LOD= 't Z3t 'BAC= 't Z4t 'MO

%TO= 't Z3) 860 FORMAT (16Xt 'HE VEHICLE POPULATION IN ZONE='t Z2t 'S 't I9) 870 FORMAT (4X, 'HE VEHICLE POPULATION IN THE TWO MILE R*DIUSt t 'S St I9) 880 FORMAT (3Xt 'HE VEHICLE POPULATION IN THE FIVE MILE RADIUS't 'S 4't I9) 890 FORMAT (6Xt THE TOTAL VEHICLE POPULATION IN THE TEN MILE

~

RADIU

%S = 't Z5) 900 FORMAT (6X 'HE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ='7) 905 FORMAT(l. 6Xt 'THE PERCENT OF THE INITIAL POPULATION THAT H*S BEEN

%EVACUATED = 'Fb. 2t 'I't /)

910 FORMAT

( '

%5) 920 FORMAT (/t 'EHICLE POPULATION AS A FUNCTION OF RADIAL '. 'DISTANCE AT TIME:

t I4t HOURSt t Z4t MINUTESt AND t Z4t SECONDS.

)

930 FORMAT

( 'ADIUS-'t Z2t '-TQ-'t Z2t '-

POPULATION= 't I5t '

THE /.

OF REMAINING VEHICLES='t F6. 2, '

+ 't 'HE l QF INITIALVEHICLE

C C

%8= 'i Fb. 2i '

')

940 FORMAT

( '

-TOTAL VEHICLE POPULATION WITHIN TEN NILES= 'i s ISi

-VEHICLE POPULATION OUTSIDE TEN NILES= 'i I5i

')

'%SO FORNAT

( '

TOTAL VEHICLE POPULATION WITHIN EPZ= 'i I5i

'-VEHICLE POPULATION OUTSIDE EPZ= 'i I5i '

')

'960 FORNAT

(

1 s //I/iT5i DATE:

i 2 <A2i I

) ~ A2i i/iT5i TINE (NINiSECi TIC

%KS): 'i 2(I3i ': ') i I3i liT5i 'CPU TINE (SECi TICKS):

'i I4i ': 'i I3i li T5i DISK I/0 (SECi TICKS):

i I4s

.'s I3i //i T5s

( 330 TICKS/SECOND

)

END SUBROUTINE LOAD (ROADi DELTi TIMEiFRACT. POPVEHi GROADi NRANi NLODi FLLOD 4s NAXDEPi POPRD)

AN INTERNAL PROCEDURE LOAD LOADS STATIONARY VEHICLES INTO THE LOADING QUEUE FOR THE ROADWAY PARANETERIZED.

DECLARATION OF VARIABLES.

IMPLICIT INTEGER (D)

LABELLED CONMON:

C COMMON ILCON/ DIST(30s 6000) i DISRAN(30s 6000) s DISLOD(30i 6000) i SDISBAC (30i 6000) s DISTOT(30i 6000) s ZNRDT(30i 6000)

REAL VEHLD(145)

NUMBER OF VEH LOADING IN THIS DELT REAL FRACT

=FRACT INTEGER A < 145)

COUNTER FOR VEHICLES ORIGINAL POS.

INTEGER+4 TIME INTEGER +2 NAXDEPi POPVEHs POPRDs Is ROADs NRANs NLODi FLLODs GROAD FLLOD=FLLOD(ROAD)

I=

REPRESENTS VEHICLE NUNBER NLOD=NLOD(ROAD)

NRAN=NRAN(ROAD)

POPRD=POPRD(ROAD)

GROAD=,GROAD ROAD=REPRESENTS ROAD PARAMETER EXCHANGED INITIALIZEVEHICLE LOADING ARRAY TO ZERO AT THE START.

IF (TIME. NE. INTL<DELT))

GO TO 10 VEHLD(ROAD ) = 0. 0 A(ROAD) = 0 10 CONTINUE C

C C

C CC....

DETERNINE THE PERCENTAGE OF THE POPULATION AND THE CORRESPONDING NUNBER OF VEHICLES THAT SHOULD BE LOADED DURING DELT ACCORDING TO THE LOADINQ FUNCTION.

IF (((MAXDEP+0. 5). GE. TIME). OR. (TINE. GT. (NAXDEP+0. 7S) ) )

GO TO 20 IF

( ( INTL(M*XDEP+0.5). GE. TIME). OR. (TIME. QT. INTL(MAXDEP>0.75) ) )

1 QO TO 20 VEHLD(ROAD) = (((( 1. -FRACT)<FLOAT(DELT))/(FLOAT<MAXDEP)4.5))~

0

5(FLOAT(POPRD)/FLOAT(PQPVEH)))+VEHLD(ROAD) 20 CONTINUE C

C CC..... IF

( (TIME. LE. INTL(MAXDEP4.25) ). OR. ( (TIME. GT. INTL(M*XDEP4.5) ). AND.

1 (TIME. LE. INTL(MAXDEP+.75,))))

GOTQ30 VEHLD(ROAD) = (((( 1. -FRACT)AFLOAT(DELT))/FLOAT(MAXDEP))+(FLOAT 4(PQPRD)/FLOAT(POPVEH)))+VEHLD(ROAD)

IF

( (TIME. LE. (MAXDEP4. 25) ). OR.

( (TIME. GT. (MAXDEP+. 5) ). AND. (TIME. LE.

%(MAXDEP+. 75) ) ) )

GO TO 30 30 CONTINUE IF (TIME. GT. INTL(MAXDEP+.25) )

GO TO 40 VEHLD(ROAD) = (((FRACT+FLOAT(DELT))/(.25+FLOAT<MAXDEP)))+(FLOAT 4(POPRD)/FLOAT(POPVEH)))+VEHLD(ROAD) 40 CONTINUE IN AN EFFORT TO AVOID ROUND OFF ERRORS REDUCE REQUIREMENT TO LOAD VEHICLE WHEN NRAN IS EQUAL TO THE LAST VEHICLE.

50 IF (NRAN. NE. 1)

GO TO 60 IF (VEHLD<ROAD).LT. 0. 699)

GO TO 100 GO TO 70 60 CONTINUE LOAD THE VEHICLES INTO THE LOADING QUEUE IN ORDER FROM RANDOMLY ORDERED QUEUE NRAN FOR THIS DELT.

IF (VEHLD(ROAD).LT. l. 0)

GO TO 100 70 CONTINUE I = NLOD+1 A(ROAD) = A(ROAD)+1 IF (NRAN. EG. 0)

GO TO 90 DISLOD(GROADi I ) = DISRAN(GROADt A(ROAD) )

C C

C NRAN = NRAN-1 NLOD = NLOD+1 IF THE VEHICLE IS THE FIRST ELEMENT IN THE ROAD 'S LOADING GUEUEi PUT

FLAG ON THE QUEUE.

IF (NLOD. GT. 1)

GO TO 80 FLLOD =

1 80 CONTINUE 878 WRITE(LUi878)

FLLOD FORMAT('OADR: FLLOD= 'i I2)

REDUCE VEHLD(ROAD) BY THE VEHICLE LOADED.

VEHLD(ROAD) = VEHLD(ROAD)-1. 0

/

GO TO 50

'PO CONTINUE 100 CONTINUE RETURN END SUBROUTINE PLACE (ROADi VMOTOn GRQADa NLODt FLLOD< NBACi FLBACa NTOTz 4FLTOTz NLLENz LENz EVL )

AN INTERNAL PROCEDURE PLACE WILL DETERMINE IF A ROAD 'S CAPACITY IS FULL AND SET VEHICLES IN MOTION FROM THE COMBINED LIST OF NTOT.

DECLARATION OF VARIABLES.

REAL EVL IMPLICIT INTEGER (D)

LABELLED COMMON:

COMMON ILCOMI DIST(30'000) z DISRAN(30'000>> DISLQD(30'000) s

%DISBAC (30'000) z DISTOT(30'000) e ZNRDT(30'000)

C C

.C C

C C

C INTEGER 44 LEN INTEGER +2 As Bi Ce Ia ROADS NLLENa VMOTOi GROADi NLODz FLLODi NBACi FLBACi N STOTt FLTOT ROAD... REPRESENTS ROAD PARAMETER NLLEN.. REPRESENTS ROAD LENGTH + NLANES LEN.... REPRESENTS ROAD LENGTH VMOTO.. =VMOTO(ROAD)

SET UP A TOTAL LIST OF QUEUED VEHICLES TO BE PUT, ON THE ROAD BY COMBINING LOAD ON TOP OF BACKUP QUEUE.

NTOT = 0 IF (FLLOD. EG. 0)

GO TO 30 I = 0 1'0 IF

( I. EG. NLOD)

GO TO 20 I = I+1 NTOT = NTOT+1 DISTOT(GROADi NTOT) = DISLOD(GRQADi I)

GO TO 10 20 CONTINUE FLTOT =

1 GO TO 40 30 CONTINUE FLTOT = 0 40 CONTINUE

0

~

I

IF (FLBAC. EG. 0)

GO TO 90 I = 0 50 60 IF

( I. EG. NBAC)

GO TO 60 I = I+1 NTOT = NTQT+1 DISTOT ( GROADi NTOT )

= DISBAC ( GR QADI I )

GO TO 50 CONTINUE FLTOT =

1 70 IF (FLLOD. EG. 1)

GO TO 70 NTOT = NBAC GO TO 80 CONTINUE 80 NTQT = NLOD+NBAC CONTINUE CONTINUE CHECK THE CAPACITY OF THE LENGTH QF THE ROAD.

AS LONG AS THERE IS ROOM QN THE ROAD AND VEHICLES IN NTOTi THEY WILL BE PLACED ON THE ROAD.

IF THE LENGTH OF ALL VEHICLES ON THE ROAD PLUS THE NEW ONE IS LESS THAN THE LENGTH OF THE ROAD THEN IT WILL BE ADDED.

AT 15 MILES PER HOUR AN AVERAGE VEHICLE OCCUPIES

14. 20 METERS.

100 A=0 B = 0 IF (<FLTOT. EG. 0). OR. (B. EG. -1))

GO TO 170 IF ((EVL4(VMOTO+1)). GT. NLLEN) GQ TO 140 VMOTO = VMOTO+1 A=A+1 iio IF (DISTQT(GROADi A). GT. LEN)

GQ TO 110 DIST<ROADi VMOTO) = DIST(GROADs A)

ZNRDT(ROADS VMOTO) = 0 GO TO 120 CONTINUE 120 DIST(ROADS VMOTO) = LEN ZNRDT

( ROADS VMOTO) 1 CONTINUE NTOT = NTOT-1 IF (NTOT. GT. 0)

GO TO 130 FLTOT = 0 NTOT = 0 FLLOD = 0 NLOD = 0 FLBAC

='

NBAC = 0 RETURN

130 CONTINUE 140 GO TO 160 CONTINUE WRITE

( 1 ~ 260)

ROAD 150 II = A+1 DO 150 C=IIi NTOT IF <DIST(GROADt C). LE. LEN)

GO TO 150 DIST(GROADi C)

= LEN CONTINUE 160 8 = -1 CONTINUE 170 GO TO 100 CONTINUE DELETE PLACED VEHICLES FROM THE QUEUES THEY WERE ORIGINALLY IN.

< EITHER NLOD OR NBAC. )

IF (A. EG. 0)

GO TO 250 8 = NLOD-A 180 IF (B. NE. 0)

GO-TO 180 FLLOD = 0 NLOD = 0 GO TO 230 CONTINUE 1'PO IF (B. GT. 0)

GO TO 190 FLLOD = 0 NLOD = 0 NBAC = NBAC+8 GO TO 240 CONTINUE 200 210 IF (B. LT. 0)

GO TO 220 I = 0 IF (I. GE. <NLOD-A) )

GO TO 210 DISLOD(GROADz NLOD A) = DISLOD(GROADt NLOD)

NLOD = NLOD-1 GO TO 200 CONTINUE NLOD = 8 230 CONTINUE CONTINUE CONTINUE CONTINUE RETURN

C C,

260 FORMAT('++ ROAD'i 14' IS FULL. ++')

END SUBROUTINE VELCP (NLANESu NMVELs VVMOTOu VVELs VLENt FREFLOs VELZ)

AN INTERNAL PROCEDURE VELCP DETERMINES THE VELOCITY OF TRAVEL ON A ROADWAY ACCORDING TQ THE CAPACITY FUNCTION.

THEREFORE'HECK IF THE NUMBER OF VEHICLES LOADING WILL INCREASE THE ROAD'S VEHICLE POPULATION BEYOND THE ROAD'S NOMINAL LOADING CAPACITY.

THE MINIMUM VELOCITY SET FOR A ROAD IS STOP AND GO TRAFFIC *T 15. 0 MILES PER HOUR.

15. 0 MI/HR IS EQUAL TO MINVEL IN METERS PER SECOND.

DECLARATION OF VARIABLES.

REAL MM REAL Z

REAL FREFLO SLOPE OF THE VELOCITY CAPACITY FUNCTION TIMES CAPACITY DETERMINES CHANGE FROM VELOCITY A FREE FLOW TO VELOCITY LESS THAN FREE FLOW.

IS FREE FLOW RATE IN AUTOS/LANE-SECOND INTEGER 44 VLEN INTEGER +2 Xi Bi NLANESi NMVELe VVMOTOiVVELe Va NMCAPe MXCAPe MINVEL B....... Y-INTERCEPT OF FUNCTIONS SLOPING LINE MINVEL..MIN.

VEL.

IN METERS/SECOND MXCAP... ROAD'S CAPACITY AT MINIMUM VELOCITY NLANES.. REPRESENTS NUMBER OF LANES QN ROADWAY NMCAP... ROAD'S CAPACITY AT FREE FLOW VELOCITY NMVEL... REPRESENTS NOMINAL VELOCITY PARAMETER ROAD.... REPRESENTS ROAD PARAMETER V.'...... IS MIN.

VEL.

IN MI/HR VLEN.... REPRESENTS ROAD LENGTH PARAMETER VVEL.... REPRESENTS VELOCITY PARAMETER VVMOTO.. REPRESENTS VMOTO PARAMETER X....... VALUE OF X COORDINATE OF FUNCTION FIND'HE ROAD'S VELOCITY BY THE LINEAR FUNCTION Y=(M4X)+B.

IF THE NUMBER OF VEHICLES IN MOTION AND LOADING FOR THIS DELT DOES NOT EXCEED THE ROAD S NOMINAL CAPACITY>

THEN THE ROAD 'S VELOCITY REMAINS THE NOMINAL VELOCITY.

C...

C Z =0.8 SHOULD BE 0. 8 V = VELZ V IS NQW AN DATA INPUT VARIABLES 9/14/81

~

MAITLAND LEE SHOULD BE 15 MILES HOUR DETERMINE MINIMUM VELOCITY IN METERS PER SECOND.

MINVEL =

(FLOAT( V) 4. 447 )

DETERMINE CAPACITY FROM MAX. VELOCITY AND MIN.

VEL.

SLOPE.

NMCAP = (FREFLO+FLOAT(NLANES)+FLOAT(VLEN))/FLOAT(NMVEL)

MXCAP = (FREFLO+FLOAT(NLANES)AFLOAT(VLEN))/FLOAT(MINVEL)

IF (VVM010. LE. (Z+hlMCAP> )

GO TO 20 WRITE(LU 408)

VVMOTO NMCAP ROAD 408 FORMAT('+4 NOTICE:

VEHICLES= 'i 110' HAVE EXCEEDED'i X

0. 8 NOMINAL CAPACITY= 'i I10i 'N ROAD= 'i I4)

MM=NOMINAL VELOCITY OF THE ROAD DIVIDED BY ITS NOMINAL CAPACITY.

MM = (FLOAT(MINVEL)-FLOAT(NMVEL))/(FLOAT(MXCAP)-(Z+FLOAT(NMCAP)))

C C

X=NUMBER OF VEHICLES IN MOTION PLUS THE NUMBER LOADING MINUS THE ROAD'S NOMINAL CAPACITY.

X =

(VVMOTO-(Z+NMCAP))

0=THE ROAD'8 NOMINAL VELOCITY.

B = NMVEL DETERMINE NEW VELOCITY OF TRAVEL VVEL = '(MM>X>+B BE SURE MIN VALUE OF ROAD 'S VELOCITY IS MINVEL.

IF (VVEL. GE. MINVEL) GO TO 10 VVEL = MINVEL 10 CONTINUE 20 CONTINUE RETURN END

O.

ATTACHMENT 2 This attachment includes two example computer runs.

The first run is

FRKTREEB, a residential. population only, normal weather condition run from Franklin County, quadrant II, Tree 8 sectors; east southeast, southeast, and south southeast.

This tree took the longest to evacuate in quadrant II and is therefore the limiting factor for that quadrant as indicated in Table 7

and illustrated in Figure 8.

The second run is BENTREE1, a general population, normal weather condi-tion run for Benton County, quadrant III, Tree 1 sectors; south southwest and south southeast.

This area starts at MNP-1, -2, and -4, and includes many of the IS&G's (Independent Special Traffic Generators).

35

DATE: 09/21/81 TINE (NINe SECr TICKS);

914'PU TINE (SECe TICKS):

DISK I/O ISECe TICKS):

I 3:)0 TICKS/SECOND 6:

49 2:

4 5 102 I.Ua 6 DELT Z I)IOAI 0

L'a ~ZONE:

ZNAD:

I ZNIID:

2 OLNZONE:

ZNHD:

3 ZNIID:

ZNltD:

5 ZNHD:

6 ZNIID:

7 2NHD:

8 ZNAD:

9 ZNHD:

10 ZNHD:

11 ZNHD:

12 ZNHD:

13 ZNIID:

14 ZNHD:

15 ZNHD:

16 ZtlAD:

17 ZNIID:

18 2NHD:

19 L'L'OZONE:

ZNIID:

2Q ZNIID:

21 ZNAD:

22 ZNHD:

23 ZNRD:

24 ZNHD:

25 ZNAD:

26 ZNHD:

27 ZNltD:

28 ZNHD:

29 ZNHD:

30 Zt4lD:

31 ZNAD:

32 ZNHD:

33 ZNIID:

34 sL~ZONE:

ZNAD:

35 ZNHD:

3h ZNHD:

37 ZNHD:

38 ZI4ID:

39

% 0 OZONE:

ZNAD:

40 LISTQ:

RO 25 TYP>>

24 F ZFIV>>

1 ZTEN>>

I POPZN>>

26.

I INK>>

3 LENv LINKc 3

LEN>>

2 POPZNa 168.

LINK>>

7 LENee LINK>>

7 LENa LINK>>

9 LENa LINK>>

14 LEN>>

LINK>>

12 LEN>>

LINK>>

13 LEN>>

LINK>>

14 LEN>>

I INK>>

12 LEN>>

LINK>>

13 LEN>>

LINK>>

40 LEN>>

LINK>>

23 LEN>>

LINK>>

18 LEN>>

LINK>>

23 LfNa LINK>>

18 LENa LINK>>

40 LEN>>

LINK>

29 LEN>>

3 POPZN>>

190.

LINK>>

27 LENa LINK>>

24 LEN>>

LINK>>

27 LENa LINK>>

24 LEN>>

LINK>>

25 LENa LINK>>

30 LEN>>

LINK>>

25 LEN>>

LINK>>

30 LENa LINK>>

29 LENa LINK>>

40 LEN>>

LINKc 33 LINK>>

33 LINK>>

34 34 LINK>>

40 4

POPZNa LINK>>

37 LINK>>

37 I INK>>

39 LINK>>

40 5

POPZN>>

LINK>>

4Q ADa 14 LEN 3600 POP 1 Exv 3000.

Nat'IVELc NONVELc 35500.

NO)IVELa NO)IVELc NatlVELc NatlVELc NatlVELc NONVELc NatlVELc Nat)VEL>>

NatlVELc Nal IVELc NONVELa NONVELc NONVELa NONVELc NatIVELc NOI'IVELc NONVEL>>

35000.

NO)IVEL>>

NatIVELa NO)IVELc Nal'IVfLc NONVELc NONVELc NONVELc NatlVELc NONVfLc NONVELc 1 FLORAT>>

Vftla 3 LQCODEc 4Q EPZ>>

11 2 LENRDSa RADISa 5

RAD IS>>

5 17 LENRDSa RADIBv 7

RADIS>>

7 RADIBv 9

AADIG 9

RAD IS 7

AADISc 8

RADISa 9

RADIS>>

7 RADIS>>

8 AADIS>>

9 RADIS>> 10 RADISv 8

RADIO>>

9 RADISv 7

AADISa RADISv 10 RADIG 10 15 LENRDGa RADISv 7

RADI8>>

8 AADISv 8

AADIS>>

8 RADISv 8

RADIS 9

RADISc 8

RADIS>>

9 RADISc 10 RADIS>> 10 RADISa 9

RADIS 9

RADIS 10 R*DISc 10 HADIS>> 10 5 LENHDS>>

RADIS>>

8 RADISv 8

AADIS>> 10 RADISc 10 RADISv IQ I LENRDSa RADIS>>

11 POPSTGa 40 30 NRCFCc NReJECee NLANES>>

NLANEBa 40 40 40 30 40 30 3Q 30 40 40 40 4Q 30 40 30 30 30 NLANES>>

NLANES>>

NLANESa NLANESa NLANEGa NLANESa NLANfSa NLANESa NLANESa NLANEB>>

NLANES>>

NLANESa NLANEBa NLANEB>>

NLANESa NLANESa NLANEG>>

NRBECa NAGECa NHBECa NRSEC>>

NRCECa NHSECa NRCECa NHBEC>>

NRBEC>>

NRSECa NHGECa NRSEC>>

NRCEC>>

NAGEC>>

NRCECa t4/SEC>>

NRCEC>>

4 3

6 5

10 11 12 7

8 9

0 16 17 14 15 0

28 6000 2000 2000 1500 1000 1000 3500 30QQ 3500 500 2000 3500 3000 2000 500 NRDS>>

3500 5500 2500 3500 50Q NRDSc 9999 1500 40 NLANESa NRBECa NRBECa NRCLCa NRBECa NRSECv NRCECa NRSEC>>

NRBECa NASECa NRSECa NRCECa NAGECv NHSEC>>

NHSECa NHGECu 22 23 2a 21 26 27 24 25 19 19 31 30 33 32 0

30. NLANES>>

30 NLANESa 40 40 40 30 40 NLANES>>

NLANESc NLANESc NLANES>>

NLANES>>

30 30 40 30 30 40 40 NLANESa NLANESa NI.ANESc NLANESa NLANES>>

NLANES>>

NLANESa LENa LENs LEN>>

LEN>>

45.

LEN>>

LENa LEN>>

LEN>>

LENa 0.

LEN>>

STQ>>

NO)IVELc NOI'IVELc Nal'IVELc NO)IVEL Nal'IVEL>>

1 5500.

NONVELc NONVEL>>

NONVEL>>

NONVELc 40 30 4Q 30 40 NLANES>>

NLANES>>

NLANESa NLANEB>>

NRSECa NHSEC>>

NHSECa NRSECa NHGEC>>

36 35 38 37 0

NONVELc 9999.

NO)IVELc 250 PVSTQ 40 NLANESa

35. 00 NRSECa 0

RACT>> 0. 10 NAXDEPa 4 ZEPZa 4 ISTQv NAOS>>

1500 1500 NRDSa 1500 1500 3500 2000 20aa 2500 25aa 1000 1500 2500 2aaa 1500 1500 2500 1000 30QQ 3500 1000 EVLc

14. 20 Va

15. 00

Tlfa INITIALVEHICLE POPULATION Hhs

~.

0 TOTAL.TitlE ELAPSED>>

0 SECONDS OR 0 HOVRGL 0 Hl TICE VEIIICLE POPULATION IN THE TWO tlILE RADIUS IS VLHICLE POPULATION OF ZONE I

ROAD I 18 EQUAL To VEHICLE POPULATION OF ZONE I

ROAD 2 18 EQUAL To THE VEHICLE POPULATION IN ZONE>> I IS TICE VEHICLE POPULATION IN 'IHE FIVE t1ILE RADIUS IS VEHICLE POPULATioN OF ZONE>> 2 ROAD>>

3 18 EQIJAL To VEHICLE POPULATION OF ZONE>> 2 ROAD>>

4 18 EQIJAL To VEIIICLE POPULATION OF ZONE 2

ROAD 5 18 EQUAL To VEIIICLE POPULATION OF ZONE 2

ROAD.

6 IS EQUAL To VEHICLE POPULATION OF ZONE 2

ROAD 7

18 MUAL To VEIIICLE POPULATION OF ZONE 2

ROAD 8 18 EQUAL To VIBIICLE POPULATION OF ZONE 2

ROAD 9 18 EQUAL To VEIIICLE POPULATioN OF ZONE 2

ROAD 10 18 EQUAL To VEHICLE POPULATION OF ZONE>> 2 Roho>>

11 18 EQUAL To VEIIICLE POPULATION OF ZONE 2

ROAD 12 18 EQUAL To VEHICLE POPULATION OF ZONE 2

ROAD 13 IS EQUAL To VEIIICLE POPULATION OF ZONE 2

AOAD 14 18 EQUAL To VEHICLE POPULATION OF ZONE 2

ROAD 15 IS EQUAL To VEIIICLE POPULATioN OF ZONE 2

ROAD 16 IS EQUAL To VEIIICLE POPULAl'ION OF ZONE 2

ROAD 17 18 MUAL To VEIIICLE POPULATION OF ZONE 2

ROAD 18 18 EQUAL To VEIIICLE POPULATION OF ZONE 2

ROAD 19 18 EQUAL To THE VEHICLE POPVL*TION IN ZONE>> 2 18 VEIIICLE POPULATION OF ZONE>> 3 ROAD>> 20 18 EQIJAL To VEIIICLE POPULATION OF ZONE 3

ROAD 21 18 EQUAL To VFHICLE POPULATION OF ZONE>> 3 ROAD> 22 IS EQUAL To VI.=IIICLE POPULATION OF ZONE 3

ROAD 23 IS EQUAL To VEJIICLE POPULATloN or.

ZoNE 3

ROAD 24 is EQUAL To VEHICLE POPULATION OF ZONE 3

ROAD 25 IS EQUAL To VEIIICLE POPULATle OF ZONE 3

ROAD 26 18 EQUAL To VEIIICLE POPULATION OF ZONE 3

ROAD 27 IS EQUAL To-VEIIICLE POPULATION OF ZONE 3

RohD 28 IS EQUAL To VEIIICLE POPULATIe ol-ZONE 3

ROAD 29 18 EQUAL To VEHICLE POPVLATIe or ZoNE 3

Roho 3o Is EavAL To vEHlcLE POPULATION or ZONE 3

Roho 3i Is EauhL To VEIIICLE POPULATION Ol'ONE>> 3 ROAD>> 32 IS EQUAL To VEHICLE POPULATION OF ZONE 3

ROAD 33 18 MVAL To vEHICLE popULATION or zoNE 3

80AD 34 ls EQUAL To THE VEHICLE POPULATION IN ZONE 3 IS VEIIICLE POPULATION OF ZONE>> 4 ROAD>> 35 IS EQIJAL To VEIIICLE POPULATION OF ZONE>> 4 ROAD>> 36 IS EQUAL To VEIIICLE POPULATION OF ZONE 4

ROAD 37 18 EQUAL To VCIIICLE POPULATION OF ZONE 4

ROAD 38 18 EQUAL To VIOIICLE POPULATION OF ZONE 4

ROAD 39 is EauhL To TI18 VEJJICLE POPULATION IN ZONE 4 IS

'fHE TOTAL VEHICLE POPULATION IN THE TEN tllLF R TICE TOTAL VEHICLE POPULATION IN TJCE ENTIRE EPZ NUTESL AND 0 8 0

5 QUEUES:

10 10 3

QUEUES:

3 QUEUES:

6 QUEUES:

avEVEs:

3 QUEVEB:

4 QUEUES:

4 QUEUEs:

2 QUEUEQ:

3 QUEUES:

4 QUEUEB:

3 QUEUES:

II QUEUES:

3 QUEUES:

4 QUEUES:

2 QUEUES:

auEVEs:

auEUEs:

69 11 QUEUES:

4 QUEUES:

3 QUEUES:

2 QUEUES:

6 QUEUES:

I QUEUES:

auEVEs:

6 QUEUES:

4 QUEUES:

auEVEs:

66 4

QUEUES:

5 QUEUES:

3 QUEUES:

4 QUEUES:

auEUES:

17 ADIUS>>

162 162 ECONDS.

5 tll.oD>>

5 'LOD>>

NLOD>>

NI.OD>>

NLOD>>

NLOD NLOD>>

NLOD>>

NRAN>>

3 NRAN>>

6 NRAN>>

3 NRAN>>

4 NRAN>>

NRAN>>

2 NRAN>>

3 NAAN>>

4 NAAN>>

3 NRAN>>

II NRAN>>

3 NRAN>>

NRAN>>

2 NRAN>>

5 NRAN>>

6 NLOD>>

NLOD>>

tlLOD>>

NLOD>>

NLOD<L NLOD>>

NLOD>>

NRAN>>

NAAN>>

NRAN>>

NAAN>>

NRAN>>

11 3

2 2

6 6

6I 4

6 6

4I NRAN>>

4 NRAN>>

5 NRAN>>

3 NRAN>>

4 NAAN>> 'I NI.OD>>

NLOD>>

NI.OD>>

NLOD>>

TtfE PERCENT OF THE INITI*LPOPULATION THAT Hhs BEEH EVACUATED

0. OGX 0

0 0

NDhC>>

NBAC>>

NOAC>>

NBAC>>

NDAC>>

NOAC>>

NBAC>>

NBnC NBAC>>

NBAC>>

NOAC>>

NBAC>>

NOAC>>

NBAC>>

NDAC>>

NOAC>>

NBAC>>

NOAC>>

NBAC>>

NOAC>>

NBAC>>

ND*C>>

NBAC>>

NOAC>>

NBAC>>

NBhC>>

NBAC>>

HOAC>>

NDAC>>

NBAC>>

NDAC>>

NBAC>>

NOAC>>

NDAC>>

NOAC>>

NBAC 0

Vl1O TOLL 0

VJIUTOLL 0

Vt10TO>>

0 Vt1OTO>>

0 VI10TO*

0 VtlOTOL' VI10TO>>

0 VIIOTO>>

0 VJIOTOLi 0

VtloTO>>

0 VIIOTOL O

VJIOTO 0

VtloTO>>

O VHOTO 0

VJIOTO>>

0 VHOTO>>

0 VHOTOLL 0

VtloTO>>

0 VJIDTO>>

0 VI10TO>>

0 VJIOTO>>

0 VJIOTOLL 0

VtlOTO>>

0 VtlOTO>>

0 VHO'Coo 0

Vt1OTO~ ~

0 VJIOTO>>

O VIIOTO" 0

VHOTO>>

0 Vtlolo>>

0 VMOTO>>

0 VHOTOLL 0

VtloTO>>

0 VHOTO>>

0 VtloTO>>

0 VHOTOL~

0 VHOTO~L 0

Vt10TO>>

0 VIIOTO>>

0 0

VLtlICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TitlE:

0 HOURS 0 IIINUTES AND 0

a THE X THE X THE X THE X THE X THE X a

THE X THE X THE X THE X THE X IIADIUS0-To-I

-POPULATION>>

0

+

THE X OF REHAININQ VEHICLES>>

0. 00

'X RADIUSI-To-2-POPULATION>>

0 o

THE X OF REHAININQ VEHICLES>>

0. 00 X RADIUS2-To-3

-POPULATION>>

0 s

THE X OF REHAINING VEHICLES>>

0. 00 X flADIUS3-To-4

-POPULATION>>

0 0

THE X OF REHhiNING VEHICLES>>

0. 00 X RADIUS4-To-5-POPULATION>

Io

+

THE X OF REHAININQ VEHICLES>>

6. 17 X RADIUS-5-To-6

-POPULATION>>

0 a

THE X OF REHAININQ VEHICLES>>

0. 00 X HADIUS 6-To-7

-POPULATION>>

26 I THE X OF REHAINING VEHICLES>> 16. 05 X RADIUS7-To-8

-POPULATiON 46 0

THE X OF REHAINING VEHICLES

28. 40 X RADIUS-8-To-9-POPULATION>>

40 4

THE X OF REHAINING VEHICLES>> 24. 69 X RADIUS'9-To-10 POPULATION>>

40 t THE X OF REHAINING VEHICLES>> 2 I. 69 X RADIUS 10-To-II-POPULATIONo 0

4 THE X OF REHAINING VEHICLES

0. 00 X

TOTAL VEHICLE POPULATION ffITHIN.TEN HILEB>>

162

-VEHICLE POPULATION OUTSIDE TEN

TATAI VFHICI F PCJPIJI ATICJN WITHIN EPZ 162 -VEHICIE POPUL*TION OIJTSIDE EPZ SECONDS.

OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL NILES>>

0 VEHICI Es>>

VEHICLES>>

VEHIClESca VEHICLESL.

VEHICLES>>

VEHICLESLL VEHICLES>>

VEHICLES>>

VEHiCLEG>>

a O.OO X 0.00 X 0.00 I 0.00 X

6.17 X

0.00 X

lb. 05 X

28. 40 X

24. 69 X

24. 69 X 0.00 X

rolhl. TIIIE ELAPsbo boo SICUNns ok 0 Huuks.

Ia IIINvlcu, TIIE VEHICLE I OPULATION IN TIIE 'IWO tIILI". RADIUS IS VEIIICLE POPULATION OF ZONE>> I ROAD>>

I ls EQUAL To 5

VEHICLf POPULATION OF ZONE I

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THE VEHICI.E POPULA'IION IN ZONE>'

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3 IS EQUAL To 3

VBIICLE POPULATION OF ZONE 2

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4 IS EQUAL To 3

VEIIICLE POPULATION OF ZONE 2

ROAD 5

18 EQUAL To 6

VEHICLE POPULATION OF ZONE> 2 ROAD>>

6 IS EQUAL TO 3

VEHICLE POPULATION OF ZONE 2

ROAD 7 IS EQUAL To 3

vBIICLE POPULATION OF ZONE 2

ROAD 8

18 EauAL To 4

VEHICLE POPULATION OF ZONE 2

ROAD 9 IS EQUAL TO 4

VBIICLE POPUL4TION OF ZONE<<2 ROAD>> 10 18 EQUAL To 2

VLtIICLE POPUL*Tlott OF ZONE>> 2 ROAD<< ll ls EQUAL To 3

VBIICLfPOPUL4TIQH OF ZONE 2

ROAD 12 IS EQUAL To VEHICLE POPULATION OF ZONE>> 2 ROAD> 13 IS EQUAL To 3

VBIICLE POPULATION OF ZONE 2

ROAD 14 ls EQUAL To 11 VEHICLE POPULATION OF ZONE 2

ROAD 1$ IS EQUAL TO 3

vBIicLE POPULATION OF ZoNE>> 2 ROAD 16 Is EaUAL To VEHICLE POPUL4TIDN OF ZONE 2

AOAD 17 18 EQUAL To 2

VEHICLE POPUL4TION OF ZONE> 2 ROAD>> 18 18 EQUAL To 5

VEHICLE POPULATION OF ZONf 2

ROAD 19 18 EQUAL To 6

THE VEHICLE POPULATION IN ZDNE>> 2 18 VEHICLE POPULATIotl OF ZONE 3

ROAD 20 18 EQUAL TO ll VBIICLE POPULATION OF ZONE>> 3 ROAD>> 2l 18 EQUAL TO 4

VEHICLE POPULATION OF ZONE>> 3 ROAD>> 22 18 EQUAL To 4

VBIICLKPOPULATION OF ZONE 3

ROAD 23 IS EQUAL TO 3

VBIICLfPOPULATION OF ZONE 3

ROAD 24 IS EQUAL To 2

VEHICLE POPULATION OF ZONE<<3 ROAD>> 25 18 EQUAL TO 2

VEHICLE POPULATION OF ZONE>> 3 ROAD 26 IS EQUAL TO 6

VBIICLE POPULATION OF ZONE<<3 ROAD>> 27 IS EQUAL To 6

VBIICLE POPULATION OF ZONE>> 3 ROAD<<28 18 EQUAL To 6

VEHICLE POPULATION OF ZONE<< 3 ROAD>> 30 IS EQUAL TO 4

VEIIICLf POPULATION OF ZONE>> 3 ROAD>> 3l IS EQUAL To 6

VEHICLE POPULATION OF ZONE 3

ROAD 32 18 EQUAL TO 6

VEHICLE POPULATION OF ZONE 3

Roho 33 18 EauAL To THE VEIIICLE POPULATION IN ZONE<<3 18 VEHICLE POPULATION OF,ZONE 4

ROAD 35 ls EQUAL TO 4

VEHICLE POPULATION OF ZONE<<4 ROAD<<36 IS EQUAL To 5

VBIICLE POPULATION OF ZONE 4

ROAD 37 18 EQUAL To 3

VEHICLE POPULATION OF ZONE 4

ROAD 38 18 EQUAL TO THE VEHICLE POPULATION IN ZONE<<4 IS THE TOTAL VEHICLE POPULATION IN I'HE TEN HILE RADIUS THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ>>

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THE PERCENT OF THE INITIALPOPULATION THAT HAS SEEN EVACUATED<<1. 85X 25 SECONDS.

OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL QF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL OF INITIAL IIILES>>

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10 a

THE X OF REHAININQ VEHICLES>>

6. 29 X RADIUS-5 To POPULATION>>

0 a

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26 a

THE X OF REHAININO VEHICLES>> lb. 35 X RADIUS 7-To -POPULATIDN>>

46 a

THE X OF REHAININQ VEHICLES>> 28,93 X

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TOTAL VEHICLE POPULATION WITHIN EPZ 159 VEHICLE POPULATION OUTSIDE EPZ VEHICLE POPULATION AS 4 FUNCTION OF RADIAL DISTANCE hl'IIIE:

0 HOURS, lQ HINUTES>

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THE INITIALVEHICLE POPULATION WAS N 162 TOTAL TIIIE ELAPSED>

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20 MINUTE THE VEHICLE POPULATION IN THE TWO NILE RADIUS IS VEHICLE POPULATION OF ZONEN I ROAD>>

1 IS EQUAL TO 5

VEHICLE POPULATION OF ZONER 1

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2 IS EQUAL TO 5

THE VEHICLE POPULATION IN ZONEN 1 IS THE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS VEHICLE POPULATION OF ZONE>>2 ROAD>>

3 IS EQUAL TO 3

VEHICLE POPULATION OF ZONE>>2 ROAD>>

4 IS EQUAL TO 3

VEHICLE POPULATION OF ZONEN 2 ROAD>>5 IS EQUAL TO 5

VEHICLE POPULATION OF ZONE 2

ROAD 6 IS EQUAL TO 3

VEHICLE POPULATION OF ZONE>>2 ROAD>>7 IS EQUAL TO 3

VEHICLE POPULATION OF ZONE>>2 ROAD>>

8 IS EQUAL TO VEHICLE POPULATION OF ZONE 2

ROAD 9 IS EQUAL TO 5

VEHICLE POPULATION OF ZONE 2

ROAD 10 IS EQUAL TO 2

VEHICLE POPULATION OF ZONE>> 2 ROAD>>11 IS EQUAL TO 3

VEHICLf POPULATION OF ZONE 2

ROAD 12 IS EQUAL TO 4

VEHICLE POPULATION OF ZONE>>2 ROAD>> 13 IS EQUAL TO 3

VEHICLE POPULATION OF ZONER 2 ROAD%14 IS EQUAL TO 10 VEHICLf POPULATION OF ZONE 2

ROAD>> 15 IS EQUAL TO 3

VEHICLE POPULATION OF ZONEN 2 ROAD>>16 IS EQUAL TO 4

VEtlICLE POPULATION OF ZONE 2

ROAD 17 IS EQUAL TO 2

VEHICLE POPULATION OF ZONEN 2 ROAD>> 18 IS EGUAL TO 5

VEHICLE POPULATION OF ZONE>> 2 ROAD>>19 IS EQUAL TO 5

THE VEHICLE POPULATION IN ZONE>> 2 IS VEHICLE POPULATION OF ZONE 3

ROAD 20 IS EQUAL TO 10 VEHICLE POPULATION OF ZONE>> 3 ROAD>> 21 18 EQUAL TO~ 4 VEHICLE POPULATION OF ZONE>>3 ROAD% 22 IS EQUAL T(

4 VEHICLE POPULATION OF ZONE>> 3 ROAD>> 23 18 EQUAL Tt, 3

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VEIIICLf POPULATION OF ZONE>> 3 ROAD>>27 18 EQUAL TO 5

VEHICLE POPULATION OF ZONE* 3 ROAD 28 IS EQUAL TO 5

VEHICLE POPULATION OF ZONE 3

ROAD 30 IS EQUAL TO 5

VEHICLE POPULATION OF ZONE>> 3 ROAD>> 31 IS EQUAL TO 5

VEHICLE POPULATION OF ZONEN 3 ROAD>>32 IS EQUAL TO 5

VEHICLE POPULATION OF ZONE>>3 ROAD>> 33 IS EQUAL TO 7

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VLHICLE POPULATION OF ZONE 4

ROAD 37 IS EQUAL TO 3

VEHICLE POPULATION OF ZONE>> 4 ROAD>> 38 IS EQUAL TO 4

THE VEHICLE POPULATION IN ZONE>>4 IS THE TOTAL VEHICLE POPULATION IN THE TEN NILE RADIUS THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ>>

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ROAD 3 IS EQUAL TO VLJIICLE POPULATION OF ZONE>> 2 ROAD>>

4 18 EQUAL TO VGIICLE POPULATION OF ZONE 2

ROAD 5

18 EQUAL TO VLJIICLf POPULATION OF ZONE 2

ROAD 6

18 EQUAL TO VEJIICLE POPULATION OF ZONE>> 2 ROAD>>

7 IS EQUAL TO VLJIICLE POPULATION OF ZONE>> 2 ROAD>>

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ROAD 9

18 EQUAL TO VftJICLE POPULATION OF ZONE 2

ROAD 10 IS EQUAL To VGJICLE POPULATION OF ZONE 2

ROAD 11 18 EQUAL TO VEJJICLE POPULATION OF ZONE 2

ROAD 12 IS EQUAL TO VEJJICLE POPULATION OF ZONE>> 2 ROAD>> l3 is EQUAL TO VEHICLE POPULAT!ON OF ZONE>> 2 ROAD< 14 IS EQUAL TO VGIICLE POPULATION OF ZONE>> 2 ROAD>> 1$ IS EQUAL To VEJIICLE POPULATION OF ZONE>> 2 ROAD>> lb IS EQUAL TO VGJICLE POPULATION OF ZONE 2

ROAD 17 IS EQUAL TO VEHICLE POPULATION OF ZONE>> 2 ROAD>> 18 18 EQUAL TO VCHICLf POPULATION OF ZONE> 2 ROAD>> 19 IS EQUAL TO THE VEH!CLE POPULATION IN ZONf>> 2 18 VGJICLE POPULATION OF ZONE 3

ROAD 20 IS EQUAL TO VLIJICLE POPUI.ATION OF ZONE 3

ROAD 21 IS EQUAL TO VGIICLE POPULATION OF ZONE 3

ROAD 22 IS EQUAL TO VLJIICLE POPULATION OF ZONE 3

ROAD 23 18 EQUAL TO VEJJICLE POPULATION OF ZONE 3

ROAD 24 18 EQUAL TO VGJICLE POPULATiON OF ZONE 3

ROAD 25 18 EQUAL TO VEHICLE POPULATiON OF ZONE>> 3 ROAD>> 26 18 EQUAL TO VGIICLE POPULATION OF ZONE>> 3 ROAD>> 27 IS EQUAL TO VEHICLE POPULATION OF ZONE> 3 ROAD 28 18 MUAL TO VEHICLE POPULATION OF ZONE 3

ROAD 30 18 EQUAL TO VEIJICLE POPULATION OF ZONE 3

ROAD 31 IS MUAL TO VGJICLE POPULATION OF ZONE 3

ROAD 32 IS MUAL TO VEHICLE POPULATION OF ZONE 3

ROAD 33 18 EQUAL TO THE VEHICLE POPULATION IN ZONE>> 3 18 VEIJICLE POPULATION OF ZONE>> 4 ROAD>> 35 IS EQUAL TO VGJICLE POPULATION OF ZONE 4

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ROAD 37 18 EQUAL TO VEHICLE POPULATION OF ZONE 4

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13. 58X VGIICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TltJE:

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THE X OF REHAININQ VEHICLES>> 15. 71 X

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THE X OF REHAININQ VEHICLES> 26. 43 X RADIUS - S-TO-9

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140 VEHICLE POPULATION OUTSIDE EPZ>>

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22 22 0.00 X 0.00 X

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vftIICLE POPULATION oF ZoNE' Rohn 2 Is EauhL ro THE VEHICLE POPULATION IN ZONE>> I IS THE VEHICLE POPULATION IN THE. FIVE tSILE RADIUS IS VEIIICLE POPULATION OF ZONE 2

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VLHICLE POPULATION OF ZONE< 2 ROAD>>

4 IS EQUAL To, 2

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5 IS fQUAL To 3

VIBIICLE POPULATION OF ZONE 2

ROAD 6 IS EQUAL TO 2

VLQIICLE POPULATION OF ZONE 2

ROAD 7 IS EQUAL To 2

VotICLE POPULATION OF ZONE>> 2 ROAD>>

8 IS EQUAL TO 2

VLIIICLE POPULATION OF ZONE>> 2 ROAD>>

9 IS EQUAL TO 2

VEIIICLE POPULATION OF ZONE 2

ROAM 10 18 EQUAL To I

VEIIICLE POPULATION OF ZONE>> 2 ROAD>> ll IS EQUAL To 2

VEIIICLE POPULATION OF ZONE>> 2 ROAD>> 12 IS EQUAL To 3

VEHICLE POPULATION OF ZONE 2

ROAD 13 18 EQUAL To 3

VEIIICLE POPULATION OF ZONE>> 2 ROAD>> 14 IS EQUAL To 5

VEHICLE POPULATION OF ZONE 2

ROAD 15 IS EQUAL To 2

VfHICLfPOPULATION OF ZONE>> 2 ROAD>> 16 18 EQUAL To 2

VEHICLE POPULATION OF ZONE 2

ROAD 18 IS EQUAL To 5

VEHICLE POPULATION OF ZONE>> 2 ROAD>> 19 ls EQUAL 'To 3

THf VEHICLE POPULATION IN ZONE>> 2 IS VEHICLE POPULATION OF ZONE>> 3 ROAD>> 20 IS EQUAL To 5

VEHICLE POPULATION OF ZONE 3

ROAD 21 18 EQUAL To 2

VfttiCLE POPULATION OF ZONE 3

ROAD 22 IS EQUAL To 2

VEHICLE POPULATiON OF ZONE 3

ROAD 23 ls EQUAL To 4

VEHICLE POPULATION OF ZONE 3

ROAD 25 IS EQUAL To 2

VEIIICLE POPULATION OF ZONE 3

ROAD 26 IS EQUAL 'To 3

VEIIICLE POPULATION OF ZONE 3

ROAD 27 18 EQUAL To VEIIICLE POPULATION OF ZONE 3

ROAD 28 IS EQUAL To 3

VEHICLE POPULATION OF ZONE 3

ROAD 30 IS EQUAL To VEIIICLE POPULATION OF ZONE>> 3 ROAD>> 31 18 EQUAL To 3

VEIIICLE POPULATION OF ZONE>> 3 ROAD>> 32 IS EQUAL To 3

VEIIICLE POPULATION OF ZONE 3

ROAD 33 IS EQUAL To 13 THE VEHICLE POPULATION IN ZONE>> 3 18 VEIIICLE POPULATION OF ZONE 4

ROAD 35 ls EQUAL To 2

VEHICLE POPULATION OF ZONE 4

ROAD 36 18 EQUAI To 2

VEHICLE POPULATION OF ZONE>> 4 ROAD>> 37 IS EQUAL To 3

VEHICLE POPULATION OF ZONE 4

Roan 38 is EQUAL To THE VEHICLE POPULATION IN ZONE>> 4 18 THE TOTAL VEHICLE POPULATION IN THE TEN NILE RADIUS Tttf TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ>>

So AND 0

0 Qufuf8:

aufufs; QUEUES:

QUEUES:

QUEUE8:

QUEUES:

aufuf8:

QUEUES:

auEufs:

GUEuf8:

aufufs:

QUEUES:

auEUES:

QUEUE8:

aufufs:

42 QUEUES:

QUEUES:

auF.UE 8:

aUEUfs:

'QUEUES:

aufuf8:

aufufs:

QUEUES:

QufUES:

QUEUE8:

QUEUES:

- 48 QUEUES:

QUEUES:

aufufs:

9 104 104

SECONDS, NRAN~~

NRAN>>

2 2

3 2

2 2

2 0

2 2

2 5

2 2

3 5

2 2

2 0

3 3

3 2

3 3

2 2

2 NLOD>>

NLOD>>

0 NBAC>

Q NDA( e 0

NBAC>>

0 NBAC>>

0 NDAC>>

0 NBAC>>

0 NBACIi 0

NBAC>>

0 NBAC>>

0 NBAC 0

NBAC>>

0 NBAC>>

0 NDAC>>

0 NBAC>>

0 VttoTO>> ~

0 Viola>>

0 Vt10TO>>

o vHaTQ 0

VttoTO>>

0 VttoTO 0

VNOTO>>

0 VNOTO>>

0 VttoTO>>

0 VttOTO>>

0 VHOTO>>

0 VtSTO>>

0 VttOTO>>

0 VtioTO>>

0 VHOTO>>

0 VttoTO>>

0 VttOTO>>

0 VttoT0>>

0 VttOTO>>

O eeTO 0

VttOTO>>

0 VttoTO>>

0 Vt1OTO>>

0 VttOTO>>

0 VHOTO>>

Q V/OTO>>

0 VtIOTO>>

0 VttOTO>>

0 VNOTO>>

Q VttOTO>>

I 0

0 0

0I 0II 0

0 0

3 0

0 0

0 2

2 0

I 0

2 0

0 11 0

0I 0

THE PERCENT OF THE INITIALPOPULATION THAT Hhs BEEN EVACUATED>>

35. SOX VEIIICLE POPULATION A8 h FUNCTION OF RADIAL DISTANCE AT TINE:

0 HOURso 40 IIINUTfse AND 0 SECONDS.

OF INITIALVEHICLES>>

OF INII'IAL VEHICLES>>

OF INITIALVEHICLES>>

OF INITIALVfHICLES>>

OF INITIALVEHICLES>>

NILES>>

58 58

~

THE X THE X THE X THE X 4

THE X

~

THE X THE X 4

THE X

~

THE X THE X

~

THE X RADIUS0-To-I

-POPULATION>>

0 I THE X OF REHAININQ VEHICLES>>

0. 00 X RADIUSI-TO-'2.-

POPULATION>>

0

~

THE X OF RftthININQ VEHICLES>>

0. 00 X RADIUS-To-3 POPULATION>>

0 S

THE X OF RBIAININQ VEHICLES>>

0. 00 X RADIUS 3-To POPULATION 0 i THE X OF RftthININQ VEHICLES 0.00 X RADIUS4-To-5-POPULATION>>

5

+

THE X OF REHAININQ VEHICLE8>>

4. 81 X RADIUS 5 To-6 POPULATION>>

0 o

THE X OF RftthININO VEHICLES>>

0. 00 X RADIUS 6-To POPULATION>>

15

~

THE X OF Rft1AININQ VEHICLES>> 14. 42 X RADIUS7-To-8 POPULATION>>

24 a

THE X OF REHAINING VEHICLES>> 23. OS X RADIUS8-To -POPULAT'ION 25

~

THE X OF RftlhININO VEHICLES

24. 04 X RADIUS

'9 To-10-POPULATION>>

35 t THE X OF REHAININQ VEHICLES>> 33. 65 X RADIUS IO-.TO II

-POPULATION>>

0

~

THE X OF REHAININQ VEHICLES>

0. 00 X

TOTAL VEHICLE POPULATION NITHIN TEN ttILES>>

104 -

VEHICLE POPULA'TION OUTSIDE TEN

-TOTAL VEHICLE POPULATION NITHIN EPZ>>

104 -VEHICLE POPULATION OUTSIDE EPZ>>

0.00 X 0.00 X 0.00 X 0.00 X 3.09 X 0.00 X 9.26 X

14. 81 X

I'5. 43 X

21. 60 X 0.00 X

0

Si AND 0

0 0

0 QUEUES:

QUEUES:

GUEUEB:

9 QUEUES:

QUEUES:

QUEUEB:

QUEUES:

27 QUEUES:

QUEUES:

38 38 2

2 2

1 2

2 1

1 3

7 1

12 TIIE INIIIAL VEHICLE POPULATION WAB ~

1h2 TOTAL TIME ELAPSED~

3000 BECONDB OR 0 HOURBi 50 MINUTE THE VEHICLE POPULATION IN THE TWO MILE RADIUS IS THE VEHICLE POPULATION IN ZONEi' IS THE VEHICLE POPULATION IN THE FIVE MILE RADIUS IS VEHICLE POPULATION OF ZONES 2 ROADii 3 IS EQUAL TO VEIIICLE POPULATION OF ZONEii 2 ROADii 7 IS EQUAL TO VEtlICLE POPULATION OF ZONEii 2 ROAD~

9 IS EQUAL TO VEHICLE POPULATION OF ZONE~ 2 ROADW'2 IS EQUAL TO VEHICLE POPULATION OF ZONE 2

ROAD 14 IS EQUAL TO THE VEHICLE POPULATION IN ZONE~ 2 IS VLHICLE POPULATION OF ZONE 3

ROAD 20 IS EQUAL TO VEHICLE POPULATION OF ZONEii 3 ROAD~ 23 IS EQUAL TO VEHICLE POPUI ATION OF ZONE~ 3 ROAD< 24 18 EQUAL TO VEHICLE POPULATION OF ZONE 3

ROAD 27 IS EQUAL TO VEHICLE POPULATION OF ZONE~ 3 ROAD~ 30 18 EQUAL TO VEHICLE POPULATION OF ZONEwi 3 ROAD< 31 IS EQUAL TO VEHICLE POPULATION OF ZONE 3

ROAD 33 18 EQUAL TO THE VEHICLE POPULATION IN ZONE~ 3 IS VEIIICLE POPULATION OF ZONEii 4 ROAD~ 37 IS EQUAL TO 1

VEHICLE POPULATION OF ZONEa 4 ROADS 39 18 EQUAL TO 1

THE VEHICLE POPULATION IN ZONE 4 18 THE TOTAL VEHICLE POPULATION IN THE TEN MILE RADIUS THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZii SECONDS.

NRAN~

2 NRAN~

0 NRAN<

0 NRANii 0

NRAN~

0 NRAN~

0 NRANii 0

NLOD~

NLOD NLOD~

NLOD~

NRAN~

0 NLODim NRANii 0

NLOD~

NRAN~

0 NLODii NRAN~

0 NLOD~

NRAN<

2 NLOD>

0 NDAC~

0 NOAC~

0 NBAC~

0 NOAC~

0 NBAC~

0 NGAC~

0 NDAC~

0 NBAC~

0 NOAC~

0 NBAC~

0 NQAC~

0 NDAC~

0 VMOTO~

0 VMOTOii 0

VMOTOii 0

VMOTO~

0 VMOTO>

0 0

VMOTO~

1 0

VMOTOii 0

VMOTO~

3 0

VMOTOii 7

0 VMOTOii 1

0 VMOTOi*

12 0

VMOTO~

1 0

VMOTOii 1

THE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED im 7h. 54X 121 VEHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TIME:

0 HOURS 50 MINUTES RADIUS 0-TO-1

-POPULATION 0

s THE X Of REMAININO VEHICLESii

0. 00 X RADIUS1-TO-2 POPULATIONii 0

a THE X OF REMAININQ VEHICLES~

0. 00 X RADIUS-2-TO-3

-POPULATION~

0 THE X OF REMAININO VEHICLES~

0. 00 X RADIUS3-TO-4

-POPULATION 0

+

THE / OF REMAININQ VEHICLES

0. 00 X RADIUS 4-TO-5-POPULATION 0

4 THE X OF REMAINING VEHICLES

0. 00 X RADIUS-5-TO-h POPULATION~

0 4

THE X OF REMAINING VEHICLES~

0. 00 X RADIUS-h-TO-7 POPULATIONia h

e THE X OF REMAINING VEHICLES~ 1'5. 79 X RADIUS-.7-TO-8

-POPULATION 4

e THE X OF REMAINING VEHICLES

10. 53 X RADIUS~8-TO -POPULATION~

14 4

THE X OF REMAININQ VEHICLESii 36. 84 X RADIUS 9-TO-10 POPULATION~

14 a

THE X Of REMAINING VEHICLES~ 3b. 84 X RADIUS-10-TO POPULATION 0

o THE X OF REMAINING VEHICLES

0. 00 X

-TOTAL VEHICLE POPULATION WITHIN TEN MILESii 38

-VEHICLE POPULATION OUTS

TOTAL VEHICLE POPULATION WITHIN EPZ 38

-VEHICLE POPULATION OUTSIDE AND 0

THE X THE X THE X THE X THE X THE X THE X THE X THE /

THE X THE X IDE TEN EPZ~

SECONDS.

OF INITIALVEHICLESii OF INITIALVEHICLES*i OF INITIALVEHICLES~

OF INITIALVEHICLES~

OF INITIALVEHICLESii OF INITIALVEHICLES~

OF INITIAL VEHICLES'F INITIALVEHICLES~

OF INITIALVEHICLESii OF INITIALVEHICLES=

OF INITIALVEHICLESRi MILES~

124 124 0.00 /

0.00 0.00 X

0.00 /

0.00 0.00 /

3.70 X

2.47 /

B.b4 X

S.b4 X

0.00 /

TktE INITIALVEHICLE POPULATION WAS m

162 TOTAL TIttE ELAPSED~

3600 SECONDS OR 1

HOURS' kllNUTESo AND 0 SECONDS.

THE VEHICLE POPULATION IN THE TWO NILE RADIUS IS 0

THE VEHICLE POPULATION IN XONE~

1 18 0

THE VEHICLE POPULATION IN THE FIVE NILE RADIUS 18 0

THE VEHICLE POPULATION IN ZONE~ 2 IS 0

VEHICLE POPULATION OF ZONE 3

ROAD 33 IS EQUAL TO 6

QUEUES:

NRAN THE VEHICLE POPULATION IN ZONE~ 3 IS 6

THE VEHICLE POPULATION IN ZONEM 4 18 0

THE TOTAL VEHICLE POPULATION IN THE TEN NILE RADIUS ~

6 THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ~

6 0

NLOD~

0 NBAC~

0 VktOTO>

6 THE PERCENT Of THE INITIALPOPULATION THAT HAS BEEN EVACUATED ~

96. 30X VLHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TlttE:

1 HOURS' ttINUTESr AND 0

RADIUS 0-TO-I

-POPULATION~

0

+

THE X OF REttAININQ VEHICLES~

0. 00 X 4

THE X RADIUS1-TO-2-POPULATION~

0

+

THE X OF REttAININQ VEHICLES~

0. 00 X

+

THE X RADIUS-2-TO-3

-POPULATION 0

4 THE X OF REttAINING VEHICLES

0. 00 X 4

THE X RADIUS3-TO-4-POPULATION~

0 0

THE X OF REHAINING VEHICLES~

0. 00 X 4

THE X RADIUS4-TO-5

-POPULATION~

0 4

THE X OF REttAINING VEHICLES~

0. 00 X

+

THE X ttADIUS 5-TO-6 POPULATION~

0 4

THE X OF REttAININQ VEHICLES~

0. 00 X THE X RADIUS 6-TO-7

-POPULATION 0

+

THE X OF REMAINING VEHICLES

0. 00 X

+

THE X RADIUS 7-TO-8-POPULATION~

0 4

THE X OF REttAININQ VEHICLES~

0. 00 X a

THE RADIUS8-TO-9

-POPULATION~

0 THE X OF REttAININQ VEHICLES~

0. 00 X 4

THE X RADIUS9-TO-10-POPULATION~

6

+

THE X OF REGAINING VEHICLES~100. 00 /

+

THE X RADIUS-10-TO-11 POPULATION~

0

+

THE X OF REttAINING VEHICLES~

0. 00 X 4

THE

-TOTAL VEHICLE POPULATION WITHIN TEN ttILES~

6

-VEHICLE POPULATION OUTSIDE TEN

TOTAL VEHICLE POPULATION WITHIN EPZ~

6 -VEHICLE POPULATION OUTSIDE EPZ~

SECONDS.

OF INITIALVEHICLESM OF INITIALVEHICLES~

OF INITIALVEHICLES~

OF INITIALVEHICLESM OF INITIALVEHICLES~

OF INITIALVEHICLESER OF INITIALVEHICLES~

OF INITIALVEHICLES~

ktILES~

15d 156 145 0.00 0.00 /

0. 00 0.00 /

0.00 /

0.00 X 0.00 X

3. 70 0.00 X

TIIE INITIALVEHICLE POPULATION WAS ~

162 TOTAL TINE ELAPSEDm 4200 SECONDS OR 1 HOURS'0 tliNUTESu AND 0 SECOND8.

THE VEHICLE POPULATION IN THE TWO NILE RADIUS IS 0

THE VEHICLE POPULATION IN ZONEM 1 IS 0

THE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS 0

THE VEHICLE POPULATION IN ZONE~ 2 IS 0

THE VEHICLE POPULATION IN ZONE 3 IS 0

THE VEHICLE POPULATION IN ZONE~ 4 I8 0

THE TOTAL VEHICLE POPULATION IN THE TEN NILE RADIU8 0

THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ 0

THE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED 100. 00l, VEHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINE:

I HOURS 10 HINUTES AND 0 SECOND8.

DATE: 09/21/81

'( INE (h) IN> SECi TICKS): 915:

6: 317 CPU TIhlE (SEC. TICKS):

22: 295 DISK I/O (SEC. TICKS):

/: 197

( 330 TICKS/SECOND

)

H~

3 LGCODE=

EPZ~

11 1

FLORAT 1700 EVL

14. 20 V=

30. 00 2

NHGEC~

2 NHBEC~

2 NRBEC~

2 NRSEC~

2 NHBEC~

2 NRCEC~

2 NHBEC~

NLANES~

NLANEB=

NLANES~

0 7

1 9

8 3

1 NRCEC~

6 2

NHSEC~

5 2

NHBEG~

0 NLANES~

NLANES~

NLANES=

NLANES~

2 NRSEC~

12 1

NRSEC~

11 2

NRBEC~

0 NLANES~'

l. 50

1. 50

1. 5Q

1. 50

1. 50 NHBECe=

I.U-" 6 DELT 25 TYP=

24 FHACT

0. 10 h)AXDEP=

600 POPVE Z'IWO-1 ZFIV=

2 ZTEN~

3 ZEPZ~

3 ISTQ~

7 EX=

14

>+>>ZONE:

1 POPZN<<-

0.

NHDS~

7 LENRDB~

13500.

ZNHD:

1 LINK=

5 LEN=

500 RA1)IB=

1 NOh)VEL~ 4Q ZNHD:

LINK~

3 LEN-"

1000 RADIB~

1 NOhIVEL~ 4Q Zl'lllD:

3 LINK~

6 LE¹ 15QQ RAD IS~

2 NOh)VLL~ 40 ZhlHD:

4 LINK~

5 LEN~

1500 RADIB~

1 NONVEL~ 40 ZllHD:

5 LINK=

10 LEN=

3QQQ RAD IS 2

NOI 1VEL 40 ZNHD:

6 LINK~

9 LEN~

2000 RADIS~

2 NOh(VEL~ 40 ZNHD:

7 LINK 6

LEN 4000 HADI8 2

NOI'lVEL 40

<++ZONE:

2 POPZN Q.

NRDS 3 LENRDB 8000.

ZNHD..

8 LINK~

9 LEN~

2000 HADISc 3

NOl 1VELm 40 ZNHD:

9 LINK~

iQ LEN~

500 RADIS~

3 NQhIVEL~ 40 ZNHD:

1Q LINK 11 LEN 5500 RADIS=

5 NOl'lVEL '4Q L'klZONE:

3 POP ZN Q.

NHDS=

3 LENHDS 16500.

ZNHD:

11 LINK~

13 LEN-6000 HAD IS~

8 NOh)VEL~ 40 ZhlHD:

12 LINK~

13 LEN~

8000 RADIS=

9 NOl'IVEL~ 40 ZNHD:

13 LINK=

14 LEN 2500 RADIS 10 NONVEL 4Q r I'ZONL.;

4 POP ZN~

Q.

NHDS~

1 LENRDB~

9999.

ZNHD:

14 LINK 14 LEN 9999 RADI8 1 1 NOh(VEL 40 L >IBTG:

ROAD~

1 LENSTG'-'00 POPSTG~

3500 PVSTG~

KNISTG:

ROAD 2

LENSTG 500 POPSTG 3QQQ PVSTG

~NIBTG:

ROAD~

4

. LENBTG~

10QQ POPSTG~

3500 PVSTG=

NNISTG:

ROAD=

P LFNSTG=

1500 POPSTG=

1187 PVSTG okIBTG:

ROAD=

11 LENSTG=-

20QQ POPSTG=

2918 PVSTG INISTG:

ROAD 12 LENSTG 1500 POPSTG=

750 PVBTG

%KISTG:

ROAD=

13 LENBTG=

500 POPSTG=

104Q PVSTG=

'fllE INITIAI VEIIICLE f'OVULATION WAS =

0

'fIJTAL TIIIE ELAPSED=

0 SECONDS OR 0 HOURS 0 HINUTES AND 0

~

VI:HICLE POPULATION OF ZONE"-

1 ROAD=

1 IS EQUAL TO 2333 QUEUES:

Vl'.IIICLE POPULATION OF ZONE=

1 ROAD=

2 IS EGUAL To 2000 QUEUES:

VEHICLE POPULATION OF ZONE 1

ROAD=

4 IS EQUAL To 2333 QUEUES:

TflE VEHICLE POPULATION IN ZONE=

1 IS 6666 THE VEflICLE POPULATION IN TI.IE TWO I'IILE RADIUS IS 6666 VLIIICLE POPULATION OF ZONE=

ROAD'=

8 IS EGIJAL TO 791 QUEUES:

THE VEklICLE POPULATION IN ZONE=

IS 791 THE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS

.7457 VEIIICLE POPULATION OF ZONE= 3 ROAD= 11 IS EQUAL TO 1945 QUEUES:

YLIIICLE POPULATION QF ZONE= 3 ROAD= 12 IS EQUAL TO 500 QUEUES:

'VEIIICLE POPULATION OF ZONE= 3.

ROAD='3 IS EGIJAL TO 693 QUEUES:

TflE VEIIICLE. POPULATION IN ZONE= 3 IB 3138 1'HE TOTAL VEHICLE POPULATION IN TkIE TEN NII E RADIUS = 10595 1'I.IE 1'OTAL VEHICLE POPULA1'ION IN THE ENTIRE EPZ 10595 SECONDS.

NRAN= 2333 NRAN= 2000 NRAN.= 2333 NLOD~

NLOD=-

NLOD~

0 NOAC=

0 Nnnc=-

0 NIIAC=

NRAN= 1945 NRAN=

500 NHAN~

693 NLOD~

NLQD~

NLOD=

0 NQAC=

NRAN:=

791 NLOD=

0 NDAC=

0 VNO'f0--

0 0

VHOTQ-'

0 VI%0'fD'-

0 0

VtIOTQ-0 0

VtIO'rO=

0 0

VVOTO=

0 0

VNQTO-=

0 1'HE PERCENT OF THE INITIALPOPULATION THAT HAB BEEN EVACUATED =

0. 00%

VCIIICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINE:

0 HOURS 0 MINUTES HADIUS 0-'fo-1-POPULATION hbbb a

THE /

OF. REtIAINING VEHICLES

62. 92 ltADIUS-1-TO POPULATION 0

a THE X OF REI'IAINING VEHICLES=

0. QO X IIAOIIJS--- 2-TO POPUI ATION

/91 a

THE / OF REtIAINING VEHICLES=

7. 47 /

lthDIUS 3-TO-4-POPULATION=

0 a

THE

% OF REMAINING VEHICLES~

0. 00 HADIUB 4-TO-5-POPULATION 0

a THE

% OF REMAINING VEHICLES=

0. 00 RADIUS--- 5-TO-6---POPULATION=

0 a

THE / OF REtIAINING VEHICLES

0. 00 /

IIADIUS 6-'fo POPULAl ION=

0 a

THE /

OF REIIAINING VEHICLES D. 00 HADIUB 7-TO-8-POPULATION'945 a

THE

% OF REHAINING VEHICLES

18. 36 /

RADIUS B-TO-9-POPULATION:*

500 a

THE X OF REt1AINING VEHICLES

4. 72 RADIUS 9-TO-10-POPULATION--

693 a

THE

% OF REtIAINING VEHICLES=

h. 54 X

RADIUS-10-To-11

-POPULATION 0

a THE

% OF REtIAINING VEHICLES=

0. 00 /

--TOTAL VEHICLE POPULATION WITHIN TEN NILES 10595 VEHICLE POPULATION OUTSI

--TO'fAL VEHICLE POPULATION WITHIN EPZ 10595 -VEHICLE POPULATION OUTSIDE AND 0

THE THE TI.IE /

THE

.THE TIIE /

THE /

THE THE THE X THE X DE TEN EPZ=

SECONDS.

OF INITIAL OF INITIAL Of'NITIAL Ol. INITIAL OI'NITIAL OI. INITIAL Ol-INITIAL Ol. INITIAL Ol INITIAL OI INITIAL Ol'NITIAL tI]LES=

0 VEHICLES=

VEHICLEB-=

VEHICLES-=

VEHICLES=:

VEHICLES-VEHICLES=

VEHICLES=-

VEHICLES=

VEHICLES'=

0

62. 92 O.OD /

/.47 /

0.00 /

0.00

/.

18. 36 4./2 /

6.54 X

0.00 X

'I'IIE INITIAI VEIIICLF I'QPlJLATION WAB 0

'fOlAL TIME ELAPSED=

0 SECONDS OR 0 IIOURB 0 MINUTES AND 0

VIiHICLE POPULATION OF ZONE='

ROAD=

1 IS EGlJAL TO 2333 QUEUES:

Vl:.IIICLE POPULATION OF ZONE-1 ROAD=

2 IS EQUAL TO 2000 QUEUES:

VIII)ICLE POPULATION OF ZONE"-

1 ROAD~

4 IS EQUAL TO 2333 QUEUES:

TI.IE VEklICLK POPULATION IN ZONE 1 IS bbbb THE VEIIICIE POPULATION Ill THE TIJO I'IILE RADIUS IS bbbb

'I'l) INil'IALVEHICLE PQPULAl ION WAG =

10595

'fO'IAL TII'lE ELAPSED=

600 SECONDS OR 0 HOURS, 10 NINUTES, AND 0

VEIIICLE POPULATION OF ZONE~

1 ROAD=

1 IS EGlJAL fO 840 QUEUES:

Vl.:IIICLE POPULATION OF ZQNF 1

ROAD='

IS EGIJAL 'fO 1268 QUEUES:

VEIIICLE POPULATION OF ZONE~

1 ROAD=

5 IS EQUAL TO 3094 QUEUES:

VEHICLE POPULATION OF ZONE=

1 ROAD=

6 IS EGIJAL TO 216 QUEUES:

1HE VEPIICLE POPULATION IN ZONE~

1 IS 5418 THE VEHICLE POPULAl'ION IN TIIE TWO NILE RADIUS IS 5418 VLIIICLE POPULATION OF ZONEm 2 ROAD=

9 IS EQUAL TO 819 QUEUES.

VEIIICLE POPULATION OF ZONE~ 2 ROAD= 10 IS EGIJAL TO 1112 QUEUES:

THE VEHICI E POPULATION IN ZONE~ 2 IS 1931 THE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS 7349 VI:IIICLC POPULATION OF ZONE= 3 ROAD 11 IS EQUAL TO 838 QUEUES:

VI..IIICLE POPULATION OF ZONE 3

ROAD='3 IS EGlJAL TO 1139 QUEUES:

THE VEHICLE POPULATION IN ZONE= 3 IS 1977

'fHE TOTAL VEHICLE PQPIJLAl'ION IN THE TEN I'IILK RADIUS 9326 TIIE TOTAL VEHICLE POPULAl'IQN IN TI.IE ENTIRE EPZ=

9326 SECONDS.

NRAN~

NRAN=

NRAN~

0 0

NRAN~

0 NRAN=

0 NRAN~

0 SECONDS.

NRANi= 2333 NRAN= 2000 NRAN~ 2333 NLOD<-

0 NLOD:-

0 NLQO=

0 NI.OD= 840 NLOD'-"

0 NLOD=

0 NLQD=

0 NLQD"-'

NLOD=

0 NDAC=

NDAC=

NDAG=

0 0

0 NDAC=

NDAC=

771 367 NDAC~

NDAC=

0 787 NDAC='

NDAC= 1093 NDAC= 2750 NDAC=

0 VMO'f0=-

0 VMOTQ-'

VMOTOi-0 VM('J'f0<>

0 VMOTOi> 175 VMOTO= 344 VMOTO>> 216 VMOTO=

48 VMOTO'= 745 VMQTO> 830 VMOTO~ 35i?

THE PERCENT OF THE INITIALPOPULATION.THAT HAS BEEN EVACUATED -

11. 98%

25 VEHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINE:

0 HOURS 10 MINUTES RADIUS-0-TO-1

-POPULATION=

840 4

THE

% OF REMAINING VEHICLES=

9. 01 /

HADIUS 1-TO-2

-POPULATION=

4578

+

THE / OF RENAINING VEHICLES

49. 09 /

RADIUS 2-TO-3

-POPULATION 819

+

THE / OF REI'IAINING VEHICLES

8. 78 RADIUS-3-TO-4-POPULATIO¹ 0

+

THE

% OF REMAINING VEHICLES'. 00 /

RADIUS-4-TQ-5

-POPULATION=

1112 THE / OF REMAINING VEHICLES

11. 92 /

RADIUS-.5-TO-6

-POPULATION' w

THE

% OF REMAINING VEHICLES

0. 00 HADIUS-6-TO-7

-POPULATION"-

0

+

THE

% OF RENAINING VEHICLES=

0. 00 /

RADIUS 7-TO-8

-POPULATION=

838 e

THE

% OF REMAINING VEHICLES=

8. 99 RADIUS B-TO-9

-POPULATION' w

THE / OF REMAINING VEHICLES

0. 00 /

4 RADIUS 9-TO-10-POPULATION=

1139 THE /

OF RENAINING VEHICLES= 12. 21 RADIUS---10-TO-11

-POPULATION=

0 w

THE / OF REMAINING VEHICLES=

0. 00 /

-TOTAL VEHICLE POPULATION WITHIN TEN NILES 9326 VEHICLE POPULATION OUTS TOTAL VEHICLE POPULATION WITHIN EPZ=

9326

VEHICLE POPULATION OUTSIDE AND 0

THE /

THE THE /

TI;IE THE TJIK THE THE /

TI.IE THE /

THE /

IDE TEN EPZ=.

SECONDS.

OF INITIALVEHICLES=

OF INITIAL VEHICLES"-'F INITIALVEHICLES=

OF INITIALVEHICLES=

OF INITIALVKHI CLKBL'F INITIALVEHICLEBi-OF INITIALVEHICLES=

OF INITIAL VEHICLES'-

OF INITIALVEHICLES=

OF INITIAL VEHICLES-I ILES~

1269 l269 7.93 /

43. 21 /

7. 73 0.00 /

10. 50 /

0.00 /

7. 91 0.00

/.

10. /5 0.00

/.

TIIF. INITIALVEHICLE POPULATION WAS 10595 TOTAL TII1E ELAPSED~

1200 SECONDS OR 0 HOURS.

20 tIINUTESs AND 0

VEIIICLE POPULATION OF ZONE 1

ROAD-"'

IS EQUAL TO 424 QUEUES:

Vl..flICLE POPULATION OF ZONE 1

ROAD=

5 IS EGIJAL TO 2978 QUEUES:

VLI-IICLE POPULATION OF ZONE 1

ROAD 6 IS EQUAL TO 252 QUEUES:

THE VEIIICLE POPULATION IN ZONE=

1 IS 3654 1HE VEHICLE POPULATION IN TI.IE TWO NILE RADIUS IS 3654 VLIJICLE POPULATION OF ZONE 2

ROAD 9 IS EQUAL TO 1067 QUEUES:

VEIIICLE POPULATION OF ZONE= 2 ROAD 10 IS EQUAL TO 1522 QUEUES:

THE VEHICLE POPULATION IN ZONE~ 2 IS 2589 THE VEHICl.E POPULATION IN THE FIVE IIILE RADIUS IS 6243 VEIIICIE POPULATION OF ZONE 3

ROAD-- 11 IS EQUAL TO 10'9'9 QUEUES:

VLIIICLE-POPULATIONOF ZONE~ 3.

ROAD= 13 IS EQUAL TO 207 QUEUES:

THE VEHICLE POPULATION IN ZONE~ 3 IB 1306 THE TOTAL VEHICLE POPIJLATION IN THE TEN NILE RADIUS ~

7549 TIIE TOTAL VEHICLE POPULATION IN TIRE ENTIRE EPZ=

7549 NRAN='RAN~

0 0

NRAN~

0 0

SECONDS.

NAAN=

0 NRAN=

0 NRAN~

0 NLOD~

0 NLOD=

0 NLODo 0

NLOD~

0 NLOD~

0 NLOD~." 0 NBAC~ 1019 NBAC='27 NBAC~

NBAC~

254 0

NOAC='49 NBAC= 2590 NOAC~

0 VtIQTO-175 VtIQTO= 380 VtIQTQi* 252 VNOTO~

48 VtIQTQ~ 695 VtlQTO~ 845 VtIOTO~ 207 1HE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED =

28. 75X VEIIICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINE:

0 HOURSi 20 HINUTESi RADIUS 0-TO-1

-POPULATION' w

THE / OF REI'IAININO VEHICLES

0. 00 RhDIUS 1-TQ-2-POPULATION'-

36'54

+

THE

% OF REtIAININO VEHICLES= 48. 40 RADIUS2-TQ-3-POPULATION'067

+

THE / OF REtIAININO VEHICLES

14. 13 IIADIUS 3-TO-4

-POPULATION 0

THE / OF REtIAININO VEHICLES 0..00 RADIUS 4-TO-5

-POPULATION<

1522

+

THE

% OF REtIAININO VEHICLES~ 20. 16 llhDIUS-5-TO-6

-POPULATION 0

+

THE

% OF REtlAININO VEHICLES 0.,00 RnDIUS 6-TO-7

-POPULATION 0

~

THE

% QF REtIAININO VEHICLES=

0. 00 /.

RADIUS 7-TO-8-POPULATION=

1099 w

THE / OF REtIAININO VEHICLES= 14. 56 IthDIUS 8-TO-9

-POPULATION 0

w THE

% QF REtIAININO VEHICLES

0. 00 RADIUS 9-TO-10-POPULATION=

207 THE

% OF REtIAININO VEHICLES

2. 74 RADIUS-10-TO-11-POPULATION" 0

+

THE / OF REtIAININO VEHICLES

0. 00 /

--TOTAL VEHICLE POPULATION WITHIN EPZ~

7549 -VEHICLE POPULATION OUTSIDE AND 0 SECONDS.

TIRE / OF INITIALVEHICLES=

THE / OF INITIALVEHICLES=-

THE / QF INIT1AL VEHICLES=

THE / OF INITiALVEHICLES'-

THE

% OF INITIALVEHICLES'-

THE / OF INITIALVEHICLES=:

THE

% OF INITIALVEHICLES-TI.IE / OF INITIALVEHICLES=

THE /

OF INITIALVEHICLES=

THE / OF INITIAL VEHICLES='I.IE

/ OF INITIALVEHICLES=

IDE TEN I'IILES=

3046 EPZ=

3046

0. 00 J.

34. 49

10. 07 0.00 /

14. 37 X

O. 00 /

0.00 /

10. 37 /

0.00 1.95 0.00 /

Tilt." INITIALVEklICLE POPULATION WAS 10595 TOTAL TIME ELAPSED=

1800 SECONDS OR 0 HOURS, 30 MINUTES, AND 0

VEIIICLE POPULATION OF ZONE--

1 ROAD=

5 IS EQUAL TO 2134 QUEUES:

THE VEHICl.E POPULATION IN ZONE 1 IS 2134 TIIE VEHICLE POPULATION IN

- THE TWO MILE RADIUS IS 2134 VEltICLE POPULATION OF ZONE 2

ROAD 9 IS EQUAL TO 1183 QUEUES:

VCIIICI E POPULATION OF ZONE 2

ROAD 10 IS EQUAL TO 1816 QUEUES:

THE VEHICLE POPULATION IN ZONE~ 2 IS 2999 THE VEHICLE POPULATION IN THE FIVE MILE RADIUS IS 5133 VIIIIICLE POPULATION OF ZONE - 3 ROAD= 11 IS EQUAL TO 1364 GUEUES:

THE VEHICLE POPULATION IN ZONE~ 3 IS 1364 THE TOTAL VEHICLE POPULAl'ION IN TltE TEN I'lILE RADIUS =

6497 THE TOTAL VEHICLE POPULATION IN TklE ENTIRE EPZ~

6497 NRAN=

0 NRAN~

0 NLOD=

NLOD~

0 NDAC='135 VMQTO'-"

48 0

NDAC= 1048 VMQTO-'= 768 NRAN-'

NLOD=

0 NDAC=

519 VMQTQ>"- 045 SECONDS.

NRAN' NLOD-'

NDAC= 1712 VMQTO-422 THE PERCENT-OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED =

38. 68/

AND 0 SECONDS.

THE

% OF It'IITIALVEHICLES=

THE

% OF INITIAL VEHICLES'=

THE

% OF INITIALVEHICLES'-

THE / OF INITIALVEltICLES THE /

OF INITIALVEHICLES'=

THE

% OF INITIALVEHICLES

'HE

/ OF INITIALVEHICLES>~

Tk!E / OF INITIALVEHICLES:-

THE / OF INiTIALVEHICLESai THE X OF INITIALVEHICLES'~

THE / QF INITIALVEHICLES'-

IDE TEN I'IILES=

4098 EPZ~

4098 VLltICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TIME:

0 HOURS 30 MINUTES RADIUS-- 0-TO-1-POPULATION 0

+

THE

% OF REt1AINING VEHICLES

0. OO /

RADIUS-1-TQ POPUI ATION=

2134 w

THE / OF REMAINING VEHICLES

32. 85 /

RADIUS 2-TQ-3

-POPULATION=

1183

+

THE / OF REMAINING VEHICLES= 18. 21 X

RADIUS 3-TO-4

-POPULATION:=

0 w

THE / OF REMAINING VEHICLES~

0. 00 /

RADIUS-4-TO-5-POPULATION 1816 4

'TICE / QF REMAINING VEHICLES= 27. 95 /

RADIUS 5-TO-6

-POPULATION' THE

% OF REMAINING VEHICLES

0. 00 /

ttADIUS 6-TO POPULATION=

0

+

THE

% OF REMAINING VEHICLES

0. 00 X kthDIUS-7-TO-8-POPULATION'364 tk THE X OF REMAINING VEHICLES

20. 99 /

ttADIUS 8-TQ-9-POPULATION~

0 4

THE

% OF REMAINING VEHICLES=

0. 00 RADIUS 9-TO POPULATION:

0

+

THE / OF REMAINING VEHICLES=

0. 00 tlADIUS-10-TO-ll-POPULATION:=

0 m

THE / OF REMAINING VEHICLES

0. 00 TOTAL VEHICLE POPULATION WITHIN TEN MILES-"

6497 VEHICLE POPULATION OUTS

-TOTAL VEHICLE POPULATION WITHIN EPZ~

6497

-VEHICLE POPULATION OUTSIDE O.oo /

20. 14 /

1 l. 1/ /

0.00 /

1/. 14

/.

0. on /

O.nn /

12. 87 /

n.oo

/.

n. 00 /

o. on

/.

TIIE INITIALVEHICLE POPULATION WAS =

10595 TOTAL Tll'tE ELAPSED 240Q SECONDS OR 0 HOURS, 4Q NINUTES AND 0 SECONDS.

VEIIICLE POPULATION OF ZONE~

1 ROAD~

5 IS EQUAL TO 1290 GUEUEB:

NRAN~

0 THE VEklICLE POPULATION IN ZONE~

1 IS 1290 THE VEHICLE POPULATION IN THE TWO NILE RADIUS IS 1290 VL)IICLE POPULATION Of ZONE= 2 ROAD~

9 IS EQUAL TO 623 GUEUES:

NRAN~

0 VEklICLE POPULATION OF ZONE~ 2 ROAD~ 10 IS EQUAL TO 2340 QUEUES:

NRAN~

0 THE 'VEHICLE POPULATION IN ZONE~ 2 IB 2963 THE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS" 4253 VEkIICLE POPULATION OF ZONE 3

ROAD 11 IS EGUAI TO 803 QUEUES:

NRAN 0

VL)IICLE POPULATION OF ZONE< 3 ROAD= 13 IS EQUAL TO 596 QUEUES:

NRAN=

0 THE VEHICI.E POPULATION IN ZONE~ 3 IS 1399 TICE TOTAL VEHICLE POPULATION IN THE TEN NILE RADIUS ~

5652 THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ~

5652 THE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED ~

46. 65%

NLOD=

NLOD~

0 NttAC=

575 0

NttAC~ 1595 VktQTO~

48 VktQTO~ 745 NLOD~

NLOD=

0 NBAC~

0 VktOTO~ 803 0

NDAC~

14 VktOTO~ 582 Nl OD~

0 NQAC~

868 VktQTO~ 422 SECONDS.

OF INITIALVEHICLES=

OF INITIALVEHICLES~

OF INITIAL VEHICLES='F INITIALVEHICLES OF INITIAL VEHICLES=

OF INITIALVEHICLES-OF IN I TIAL VEHICLES~

OF INITIALVEHICLES"-

OF INITIALVEHICLES~

OF INITIAL VEHICLES-"=

l'IILEB=

4943 943 AND 0

THE /

THE THE X THE /

THE X THE T!.IE /

THE /.

THE X IDE TEN EPZ~

4 VEHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINE:

0 HOURS'0 l'tINUTESn ltADIUS 0-TO-1 POPULATION 0

4 THE

% OF REttAININO VEHICLES

0. 00 /

RADIUS-1-TQ-2

-POPULATION 1290

+

THE % OF REHAININQ VEHICLES

22. 82 RADIUS-2-TO-3

-POPULATION 623 4

THE X OF REGAINING VEHICLES

11. 02 /

RADIUS-3-TO-4

-POPULATION~

0

+

THE X OF REktAININQ VEHICLES~

0. 00 /

-lthDIUS-4-TO-5

-POPULATION 2340 THE / Of REtlAININO VEHICLES

41. 40 /

lthDIUS 5-TO-6-POPULATION~

0

+

THE / OF REl1AININQ VEHICLES~

0. 00 ltADIUB 6-TO-7

-POPULATION=

0 4

THE / OF REttAININQ VEHICLES

0. 00 /

RADIUS 7-TO-8

-POPULATION:

803 4

THE % OF RENAINING VEHICLES

14. 21 RADIUS 8-TO-9-POPULATION~

0 4

THE / OF REktAININQ VEHICLES=

0. 00 X

RhDIUS 9-TO-10-POPULATIO¹ 596 4

THE / OF REMAININO VEHICLES

10. 54 /

RADIUS-10-TO-11

-POPULATION~

0

+

THE / OF REttAININQ VEHICLES~

0. 00 /

TOTAL VEHiCLE POPULATION WITHIN EPZ~

5652 -VEHICLE POPULATION OUTSIDE 0.00 X

12. 18 /

5. 80 0.00 X

22. 09 /

0.00 /

7.58 /

0.00 /

5.63 /

0.00 /

'fllE INITIAL VEtIICLE POPULAl ION WAS 10595

'fO'IAL TINE ELAPSED 3000 SECONDS OR 0 HOURS 50 NINUTES AND 0

VLHICLE POPULATION OF ZONE~

1 ROAD=

5 IS EQUAL TO 292 QUEUES:

THE VEHICLE POPULATION IN ZONE~

1 IS 292 THE VEHICLE POPULATION IN THE TWO NILE RADIUS IS 292 VEHICLE POPULATION OF ZONE 2

ROAD=

9 IS EQUAL TO 63 QUEUES:

VIIHICLE POPULATION OF ZONE~ 2 ROAD~ 10 IB EQUAL TO 2792 QUEUES:

THE VEHICLE POPULATION IN ZONE~ 2 IS 2855 THE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS 3147 VLIIICLE POPULATION OF ZONE~ 3 ROAD~ 11 IS EQUAL TO 922 QUEUES:

VEHICLE POPULATION OF ZONE~ 3 ROAD= 13 18 EQUAL TO 738 QUEUES:

THE VEHICLE POPULATION IN ZONE 3 IS 1660 THE TOTAL VEHICLE POPULATION IN THE TEN NILF RADIUS 4807

'THE TOTAL VEHICLE POPULATION IN TI.IE ENTIRE EPZ 4807 SECONDS.

NRAN=

0 NRAN~

0 NRAN=

0 NLOD=

NLOD<

0 NDAC~

15 0

NDAC~ 2097 VNOTO'=

48 VNOTO~ 695 NLOD~

NLOD=

0 tlOAC=

119 VNOTO= 803 0

IIDACi=

42 VNOTO= 696 NLOD-0 NOAC~

0 VNOTO~ 292 THE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED ~

54. 63%

121 VEHICLES=-

VEHICLES=

VEHICLES-VEHICLES" VEHICLES~

VEHICLES-=

VEHICLES~

VEHICLES>-

VEHICLES=-'EIIICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINE:

0 HOURS, 50 tlINUTES, AND 0 SI'.CONDS.

RADIUS-- 0-TO-1

-POPULATION'

+

THE

% OF RENAININQ VEHICLES=

0. 00 /

4 THE / Ol. INITIAL RADIUS 1-TO-2

-POPULATION~

292 a

THE X OF RENAINING VEHICLES~

6. 07 X a

THE

% OF INITIAL RADIUS 2-TO-3

-POPULATION 63

+

THE X OF RENAININQ VEHICLES

1. 31 /

4 THE / OF INITIAL RADIUS3-TO-4-POPULATION, 0

+

THE / OF RENAININQ VEHICLES=

0. 00 /.

+

THE / OF INITIAL RADIUS4-TO-5

-POPULATION 2792 w

THE / OF RENAININQ VEHICLES

58. 08 /

4 THE /

OF INITIAL RADIUS-5-TO-6

-POPULATION=

0

+

THE

% OF RENAININQ VEHICLES

0. 00 /

+

THE

% OF INITIAL l)ADIUS 6-TO-7

-POPULATION=

0

+

THE / OF REI'IAININQ VEHICLES 0, 00 /

4 THE / OF INITIAL RADIUS--- 7-TO-8

-POPULATION 922 THE / OF RENAININQ VEHICLES

19. 18 /

4 THE / OF INITIAL RADIUS B-TO-9

-POPULATION 0

+

THE / OF RENAININQ VEHICLES

0. 00 /.

THE / OF INITIAL RADIUS 9-TO-10

-POPULATION~

738

+

THE / OF RENAINING VEHICLES~ 15. 35 /

4 THE / OF INITIAL RADIUS-10-TO-11

-POPULATION 0

4 THE / OF RENAININQ VEHICLES

0. 00 /

+

THE /

OF INITIAL

-TOTAL VEHICLE POPULATION WITHIN TEN NILES 4807

VEHICLE POPULATION OUTSIDE TEN I'IILES 5/8

-TOTAL VEHICLE POPULATION WITHIN EPZ 4807

-VEHICLE POPULATION OUTSIDE EPZ='788

0. 00

2. /6 0.59 /

O.OO

26. 35 /

0. 00 0.00 /

S./0 /

O.OO

6. 97 0.OO

/.

0

THE INITIALVEHICLE POPULATION WAS 10595 TO'IAL TIME ELAPSED~

3baa SECONDS OR 1

HOURS' MINUTES>

AND

0. SECONDS.

THE VEHICLE POPULATION IN ZONE~

1 IS 0

THE VEHICLE POPULATION IN THE 1WO MILE RADIUS IS 0

VEHICLE POPULATION GF ZONE 2

ROAD 10 IS EQUAL TO 2037 QUEUES:

NRAN THE VEHICLE POPULATION IN ZONE= 2 IS 2037 THE VEIIICLE POPULATION IN THE FIVE MILE RADIUS IS 2037 VEHICLE POPULATION OF ZOhlE~ 3 ROAD~

11 IS EQUAL TO 1080 QUEUES:

NRAN~

VLflICLE POPULATION OF ZONE 3

ROAD= 13 IS EQUAL TO 291 QUEUES:

NRAN THE VEHICLE POPULATION IN ZONE 3 IS 1371 TflE TOTAL VEHICLE POPULATION IN THE TEN tlILE RADIUS ~

3408 AIE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ 3408 0

NLOD~

0 NVAC"-

242 0

NLOD~

0 NUAC~

0 VMOTO~ 838 VMOTO~ 291 0

NLOD~

0 NOAC='2b9 VMOTG~ 7b8 THE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED =

67. 83/

AND 0 SECONDS.

THE /

OF INITIALVEHICLES~

THE

% OF INITIALVEHICLES=

THE X OF INITIALVEHICLESL THE X OF INITIALVEHICLES=

THE X GF INITIALVEHICLES~

THE X GF INITIALVEHICLES-THE / OF INITIALVEHICLES~

TINE X OF INITIALVEHICLES THE

% OF INITIAL VEHICLES-'=

THE / OF INITIALVEHICLES THE

% OF INITIAL VEHICLES'-'E TEN MILES~

7187 EPZ~

718/

VEHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TIME:

1 HOURS 0 MINUTES RADIUS-.0-TO POPULATION=

0 4

THE

% OF REMAININQ VEHICLES=

0. 00 X RADIUS1-TO-2

-POPULATION=

0 4

THE / OF REMAININQ VEHICLES

0. 00 X RADIUS. 2-TO-3

-POPULATION 0

+

THE

% Gf REMAININQ VEHICLES

0. 00 RADIUS=- 3-TO-4

-POPULATION 0

THE / GF REMAININQ VEHICLES

0. 00 /

RADIUS 4-TO-5

-POPULATION~

2037

+

THE

% OF REMAININQ VEHICLES~ 59. 77 RADIUS 5-TO-b

-POPULATION 0

4 THE / OF REMAININQ VEHICLES

0. 00 X

RADIUS b-TO POPULATION~

0 THE

% OF REMAININQ VEHICLES=

0. 00 /

RADIUS-7-TO-8

-POPULATION=

1080 a

THE X OF REMAININQ VEHICLES

31. 69 RADIUS 8-TG-9-POPULATION~

0

+

THE / OF REMAININQ VEHICLES~

0. 00 RADIUS 9-TO-10

-POPULATION~

291

+

THE / OF REMAINING VEHICLES~

8. 54 /

RADIUS-10-TO-11

-POPULATION 0

w THE X OF REMAININQ VEHICLES=

0. 00 X

-TOTAL VEHICLE POPULATION WITHIN TEN MILES~

3408 VEHICLE POPULATION GUTSI

TOTAL VEHICLE POPULATION WITHIN EPZ~

3408 -VEHICLE POPULATION OUTSIDE 0.00 /

0.00 /

19. 23 /

a.oa x a.oa x

10. 19 X

a.oa x 2./5 /

0. 00

CIA INITIALVEHICLE POPULA1'IQN WAS ~

10595 CQTAL TINE ELAPSED=

4200 SECONDS GR 1

HOURS 10 NINUTES.

AND 0 SECONDS.

THE VEHICLE POPULATION IN ZONE 1 IS 0

THE VEHICLE POPULATION IN THE TWO NILE RADIUS IS 0

VEIIICLE POPULATION GF ZONE~ 2 ROAD~ 10 IS EQUAL TO 1157 QUEUES:

NRAN=

THE VEHICLE POPULATION IN ZONE~ 2 IS 1157 TIRE VEIIICLE POPULATION IN THE FIVE NILE RADIUS IS 1157 VEIIICLE POPULATION OF ZONE~ 3 ROAD~

11 IS EQUAL TO 1115 QUEUES:

NRAN=

VLHICLE POPULATION OF ZONE~ 3 ROAD~ 13 IS EQUAL TO 149 QUEUES:

NRAN=

THE VEHICLE POPUI ATION IN ZONE 3 IS 1264 THE TOTAL VEHICLE POPULATION IN 1'Hf TEN NII E RADIUS 2421 THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ~

2421 0

NLOD=

0 NBAC 270 0

NLOD~

0 NBAC~

0 VNQTO~ 845 VNOTO= 149 0

NLOD~

0 NBAC~

412 VNOTO= 745 THE PERCENT GF THE INITIALPOPULATION THAT HAS BEEN EVACUATED =

77. 15%

AND 0 SECONDS.

THE / QF INITIALVEHICLES-THE

% OF iNITIALVEHICLES~

THE

% OF INITIALVEHICLES~

THE / OF INITIALVEHICI ES'HE

/ OF INITIALVEHICLES=

THE / OF INITIALVEHICLES=

THE

% OF INITIAL VEHICLES='HE

/ OF INITIALVEHICLES=

THE / OF INITIALVEHICLES =

THE / OF INITIALVEHICLES=-

THE X OF INITIALVEHICLES-"

DE TEN I'IILES=

8174 EPZ~

8174 VEIIICLE POPULATKQN AS A FUNCTION OF RADIAL DISTANCE AT TINE:

1 HOURS'0 NINUTESe RADIUS 0-TO-1

-POPULATION 0

4 THE X QF RENAININQ VEHICLES

0. 00 /

RADIUS 1-TO-2

-POPULATION=

0 4

THE / OF RENAININQ VEHICLES~

Q. 00 X

RADIUS 2-TO-3

-POPULATION' w

THE / OF RENAININQ VEHICLES

0. 00 /

RADIUS 3-TO-4

-POPULATION 0

THE

% OF RENAININQ VEHICLES=

0. 00 /.

RADIUS 4-TO-5

-POPULATION 1157

+

THE / OF RENAININQ VEHICLES 4?. 79 X IIADIUS-5-TO-6

-POPULATION 0

+

THE / OF RENAININQ VEHICLES

0. 00 RADIUS-6-TQ-7

-POPULATION 0

THE X OF RENAINKNQ VEHICLES

0. 00 /

RADIUS 7-TO-8-POPULATION 1115 4

THE /

OF RENAININQ VEHICLES= 46. 06 /

RADIUS B-TO-9

-POPULATION.

0

+

THE / OF RENAININQ VEHICLES

0. 00 RADIUS 9-TG-10

-POPULATION 149 4

THE / OF RENAKNINQ VEHICLES

6. 15 /

RADIUS-10-TO-1 1

-POPULATION' w

THE / QF RENAKNINQ VEHICLES

0. 00 /

-TOTAL VEHICLE POPULAl ION WITHIN TEN NILES=

2421

-VEHICLE POPULATION OUTSI

TOTAL VEHICLE POPULATION WITHIN EPZ~

2421 -VEHICLE POPULATION OUTSIDE 0.00 0.00 /

0.00 0.00 /

10.92 0.00 /

0.00 /

10. 52 /

0.00 1.41 /

0.00 /

I'HE INITIALVEHICLE POPULATION WAS ~

10595 IO'fAL TINE ELAPSED~

4800 SECONDS OR 1 HOURS'0 MINUTEST AND 0 SECONDS.

THE VEHICLE POPULATION IN ZONE~

1 IS 0

1HE VEHICLE POPULATION IN TIVE TWO NILE RADIUS IS 0

THE VEHICLE POPULATION IN ZONE 2 IS 0

TINE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS 0

VEHICLE POPULATION OF ZONE 3

ROAD'=

1 1 IS EQUAL TO 1427 QUEUES:

NRAN THE VEHICLE POPULATION IN ZONE 3 IS 1427 TflE TOTAL VEHICLE POPULATION IN THE TEN NILE RADIUS =

1427 THE TOTAL VEHICLE POPULAl ION IN THE ENTIRE EPZ 1427 0

NLOD=

0 NDAC 582 VNOTO 845 THE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED

86. 53%

193 VEHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINE:

1 HOURS'0 MINUTES>

AND 0 SECONDS.

RADIUS 0-TO-1

-POPULATION~

0

+

THE X OF REMAININQ VEHICLES~

0. 00 e

THE X OF INITIALVEHICLES-RADIUS-1-TO-2-POPULATION 0

w THE

% OF REt1AININQ VEHICLES

0. 00, X

+

THE

% OF 1NITIAL VEHICLES'=

RADIUS2-TO-3

-POPULATION=

0 THE /

OF REHAININQ VEHICLES=

0. 00 X THE

% OF INITIALVEHICLES RADIUS 3-TO POPULATION 0

w THE / OF RENAININQ VEHICLES=

0. 00 X w

THE / OF INITIALVEHICLES RADIUS 4-TO-5

-POPULATION~

0

+

THE

% OF REl1AININQ VEHlCLES=

0. 00 a

THE / OF INITIAL VEHICLES<'ADIUS 5-TO POPULATION"-

0

+

THE

% OF REGAINING VEHICLES~

0. 00 X a

THE / OF INITIALVEHICLES~

RADIUS 6-TO-7

-POPULATION=

0

+

THE

% OF RENAININQ VEHICLES=

0. DO 4

THE / OF INITIALVEHICLES=

RADIUS 7-TO-8-POPULATION 1427 4

THE / OF RENAININQ VEHICLES 100. 00 X

+

TABLE

/ OF INITIALVEHICLES=

RADIUS 8-TO POPULATION:-

0 4

THE / OF REHAININQ VEHICLES<<O. 00 /.

THE /

OF INITIALVEHICLES~

RADIUS '9-TO-10-POPULATION 0

+

THE

% OF REHAININQ VEHICLES

0. 00 /

+

THE

% OF INITIALVEHICLES=

ttADIUS-10-TO-1 1-POPULATION=

0 o

THE / OF REGAINING VEHICLES~

0. 00 /

4 THE /

OF INITIALVEHICLES'=

-TOTAL VEHICLE POPULATION WITHIN TEN HILLS 1427

VEHICLE POPULATION OUTSIDE TEN NILES 9168

TOTAL VEHICLE POPULATION WITHIN EPZ 1427

VEHICLE POPULATION OUTSIDE EPZ 9168 0.00 /

0. 00 0.00 X

0.00 /

o. ao

/.

0. 00 O.DO /

13. 47 /

0.00 0.00 a.no

I

'fllL INITIALVEHICLE POPLJLATION WAB ~

10595

'f01AL TINE ELAPSED 5400 SECONDS OR 1

HOURS 30 HINUTES AND 0 SECONDS.

THE VEHICLE POPULATION IN ZONE~

1 IS 0

THE VEHICLE POPULATION IN THE TWQ NILE RADIUS IS 0

THE VEHICLE POPULATION IN ZONE 2 IS 0

fHE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS

~

0 VEHICLE POPULATION OF ZONE~ 3 ROAD~ 13 IS EQUAL TO 582 QUEUES:

NRAN~

THE VEHICLE POPULATION IN ZONE 3 IS 582 THE TOTAL VEHICLE POPULATION IN TJJE TEN NILE RADIUS 582 THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ~

582 0

NLOD~

0 NDAC=

28 VNOTO= 554 THE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED !=

94. 51%

217 AND 0 SECONDS.

THE X OF INITIALVEHICLES==

THE X OF INITIALVEHICLES':

THE

% OF INITIALVEHICLES~

THE / QF INITIALVEHICLES

THE / QF INITIALVEHICLES'-

THE / OF INITIALVEHICLES THE / QF INITIALVEHICLES THE / OF INITIALVEHICLES=

THE /

OF IN!TIALVEHICLES=

THE / OF INITIALVEHICLES~

THE

% OF INITIALVEHICLES=

IDE TEN NILES~ 10013 EPZ~ 10013 VEHICLE POPULATION AB A FUNCTION OF RADIAL DISTANCE AT TINE:

1 HOURS 30 HINUTEB RADIUS 0-TO-1

-POPULATION~

0

+

THE

% OF REHAINING VEHICLES~

0. 00 /

RADIUS 1-TO-2

-POPULATION~

0 4

THE / OF REHAINING VEHICLES~

0. 00 X RADIUS 2-TQ-3-POPULATION'

+

THE X OF REHAINING VEHICLES=

0. 00 RADIUS 3-TO-4

-POPULATION 0

THE

% OF REHAINING VEHICLES

0. 00 /

RADIUS 4-TO-5-POPULATION 0

THE / OF REl1AINING VEHICLES=

0. 00 /

RADIUS 5-TO-6

-POPULATION' THE / OF RENAINING VEHICLES

0. 00 X RADIUS 6-TO-7

-POPULATION 0

4 THE X OF REI1AINING VEHICLES

0. 00 /

RADIUS 7-TQ-8

-POPULATION' w

THE X OF REHAINING VEHICLES=

0. 00 X RADIUS 8-TO-9

-POPULATION 0

w THE X QF REHAINING VEHICLES=

0. 00 /

RADIUS-9-TQ POPULATION 582

+

THE

% OF REHAINING VEHICLES 100. 00 RADIUS-10-TO-1 1

-POPULATION '

+

THE

% OF RENAININO VEHICLES

0. 00 X

-TOTAL VEHICLE POPULATION WITHIN TEN HILES~

582 -VEHICLE POPULATION OUTS

TOTAL VEHICLE POPULATION WITHIN EPZ~

582 -VEHICLE POPULATION OUTSIDE 0.00 /

0.00 /

0. 00 0.00 /

0.00 0.00 X

0.00

0. 00

0. OO /

5. 49 0.00 I

TIIE INITIALVEHICLE POPULATION tJAB 10595 TOTAL TINE ELAPSED h000 SECONDS OR 1

HOURS 40 NINUTES AND 0 SECONDS.

THE VEHICLE POPULATION IN ZONE 1 IS 0

THE VEHICLE POPULATION IN THE TWO NILE RADIUS IS 0

THE VEHICLE POPULATION IN ZONE 2 IB 0

THE VEHICLE POPULATION IN THE FIVE NILE RADIUS IS 0

THE VEHICLE POPULATION IN ZONE 3 IB 0

THE TOTAL-VEHICLE POPULATION IN THE TEN NILE RADIUS ~

0 THE TOTAL VEHICLE POPULATION IN THE ENTIRE EPZ~

0 TICE PERCENT OF THE INITIALPOPULATION THAT HAS BEEN EVACUATED 100..00/

VEHICLE POPULATION AS A FUNCTION OF RADIAL DISTANCE AT TINK:

1 HOURS 40 HINUTES AND 0 SECONDS.

ML17275B268

Contents

Text

Dear Mr. Shanrun:

SUBJECT:

Dear Mr. Shannon:

SUMMARY

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ML17275B268

Text

Dear Mr. Shanrun:

SUBJECT:

Dear Mr. Shannon:

SUMMARY

Navigation menu

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