( Appendix H

Modeling Analysis for the Revised Attainment Demonstration

for the Wheeling-Pittsburgh Steel Corporation Facilities

in Jefferson County
I

(

PM10 DISPERSION MODELING RESULTS RELATED TO

OHIO EPA 3745-17-13 ADDITIONAL RESTRICTIONS

ON PARTICULATE EMISSIONS FROM SPECIFIC

AIR CONTAMINANT SOURCES

IN JEFFERSON COUNTY

Prepared by:

Energy & Environmental Management, Inc.

June 30, 2005

Revised

April 26, 2006

Revised

March 9, 2007

Energy & Environmental Management, Inc.

t-----=------=--

P.O. Box 376, Harrison City, PA 15636-0376 (724) 744·7170 FAX (724) 744-0265

C-581
TABLE OF CONTENTS

Page

(

1.0 INTRODUCTION

2.0 PROCEDURES

2.1 Receptor Grid

2.2 Meteorological Data

2.3 Sources and Emission Rates

2.4 Background Values

2.5 BLP Plume Rise

2.6 Model Output Post-processing

3 . 0 PM10 IMPACTS

4.0 CONCLUSION

APPENDIX A BLP PLUME RISE FOR THE BLAST FURNACE CASTHOUSE, BASIC OXYGEN FURNACE ROOF MONITOR

AND COKE BATTERIES

A.1 Status Report Presented at August 15,

1995 Meeting with Ohio EPA

A.2 Comments from Ohio Environmental Protection Agency on Earlier Submittal

of Plume Rise Results

A.3 Recognizing Buoyancy of Heated Fugitive Emissions from Basic Oxygen Furnace and Blast Furnaces Presented at

Environmental Innovations in the

Metals Industry for the 21st Century,

March 31-April 2, 1998, Pittsburgh,

Pennsylvania Air & Waste Management

Association

1

4

4

4

5

5

6

6

9

11

A-1

A.1-1

A.2-1

A.3-1

APPENDIX B PM10 ALLOWABLE EMISSION CALCULATIONS FOR

WHEELING-PITTSBURGH STEEL CORPORATION FACILITIES IN JEFFERSON AND BROOKE COUNTIES B.1

Page ii
TABLE OF CONTENTS (Continued) (

(

B.l PM10 Allowable Emission Calculations

for Year 2005 Plan for Mingo Junction

Facilities

B.2 PM10 Allowable Emission Calculations

for Year 2005 Plan for Steubenville

Facilities

B.3 PM10 Allowable Emission Calculations

for Year 2005 Plan for Follansbee

Facilities

Page

B.l-l

B.2-l

B.3-l

(

,

(

APPENDIX C ROAD CONTROL PROGRAM FOR

BURGH STEEL CORPORATION

FACILITY, STEUBENVILLE

FOLLANSBEE FACILITY

WHEELING-PITTSMINGO JUNCTION

FACILITY AND

C.l

(

C.l MECH@X@Y Program Outputs for Unpaved

Roads C.l-l

C.2 Recommendations

Suppressants for

Programs

on Chemical Dust

On-Going Control

C.2-l

( (

APPENDIX D PM10 ALLOWABLE EMISSION RATES AND SOURCE

FILES USED IN DISPERSION MODELING FOR

PRIMARY FLUX PELLET OPERATION D.l

APPENDIX E PM10 DISPERSION RESULTS FOR PRIMARY FLUX

PELLET OPERATION E.l (

APPENDIX F PM10 ALLOWABLE EMISSION RATES AND SOURCE

FILES USED IN DISPERSION MODELING FOR

ALTERNATEW FLUX PELLET OPERATION F.l

APPENDIX G PM10 DISPERSION RESULTS FOR ALTERNATE FLUX

PELLET OPERATION G.l

Page iii

(
!

i

(

(

Table

Number

1

2

3

4

5

6

7

Figure

Number

1

2

3

4

LIST OF TABLES

Title

Summary of PM10 Monitoring Data in J1g/m3 from

Mingo Junction, Ohio

Changes in PM10 Sources

Receptors that Fell on Plant Property

Surface Characteristics for AERMAP Version 04300

Portion of 24-hour PM10 ASCII Impact File for

Source 201 Showing Impact in J1g/m3 at First

Nine Receptors for First 60 Days of Model Run

Portion of 24-hour PM10 ASCII Impact File for

Source 402 Showing ImpactiriJ1g/m3 at First

Nine Receptors for First 60 Days of Model Run

Portion of 24-hour PM10 ASCII Impact File for

Source 961 Showing Impact inJ1g/m3 at First

Nine Receptors for First 60 Days of Model Run

LIST OF FIGURES

Title

Receptor Grid Used in this Analysis

Wind Rose at Follansbee, West Virginia

24 -Hour PM10 Impacts in p.g/m3

Annual PM10 Impacts in J1g/m3

Page iv

12

13

18

19

20

21

22

23

24

25

26
1.0 INTRODUCTION

U. S. EPA identified PM10 non-attainment areas in the Federal

Register on August 7, 1987 (52 FR 29383), which included portions

of Jefferson County, Ohio and Brooke County, West Virginia as nonattainment. A description of the boundaries of the above area

addressed in the Federal Register is listed below:

Jefferson County, Ohio

the area bounded by Market Street (State Route 43) from

the West Virginia/Ohio border west to Sunset Blvd. (U. S ..

Route 22), Sunset Blvd. west to the Steubenville Township/Cross Creek Township boundary, the Township boundary

south to the Steubenville Corporation limit, the corporation boundary east to State Route 7, State Route 7 south

to the Steubenville Township/Wells Township boundary, the

Township boundary east to the West Virginia/Ohio border

and north on the border to Market Street.

Brooke County, West Virginia

Follansbee area bounded on the north by the Market Street

Bridge, on the east by West Virginia Route 2, on the

south by the extension of the southern boundary of Steubenville Township in Jefferson County, Ohio and on the

west by the Ohio/West Virginia border.

PM10 monitoring data for Jefferson County, Ohio were compared for

the period 1988 through 2005 to the National Ambient Air Quality

Standards (NAAQS). In their simplest form, the NAAQS can be paraphrased as follows:

(

(

,

\

(

(

(

(

(

Annual: Expected annual arithmetic mean for the most

recent three years of annual means must remain

at or below 50 ~g/m3 based on the annual means

as calculated from quarterly means.

(

24 -Hour: Expected number of exceedancesof 150 ~g/m3

must be 1.0 or less per year over the last

pa.ge 1

,

"
r"

three years based on quarterly exceedances

determined by rounding to the nearest 10 ~g/m3

(i. e., daily value must be >154 ~g/m3 to be

classified as an exceedance) .

The most recent 18 years of PM10 monitoring data from the Mingo

Junction, Ohio monitor are summarized in Table 1. As shown in

Table I, the annual PM10 values are well below the NAAQS of 50

~g/m3 . There was no exceedance of the 24 -hour PM10 NAAQS in the 18

years of data.

Ohio and West Virginia submitted PM10 Maintenance Plans for the

Jefferson County, Ohio and Brooke County, West Virginia area in the

fall of 1991. EPA Region V identified deficiencies in the Ohio

submittal in a Rule Making dated May 27, 1994. EPA Region III

identified deficiencies in the West Virginia submittal in a Rule

Making dated July 25, 1994. Ohio submitted revisions to the particulate matter plan on November 3, 1995. West Virginia submitted

( revisions to the particulate matter plan on November 22, 1995. EPA

Region V approved the revised Ohio plan on January 23, 1996. EPA

Region III approved the revised West Virginia plan on December 16,

1996. Both approved particulate matter plans reflect 1991 operations for industrial facilities in Jefferson County, Ohio and

Brooke County, West Virginia.

This technical submittal presents impacts of particulate matter

less than ten microns (PM10 ) emissions based on the 2005 operations

of Wheeling-Pittsburgh Steel Corporation facilities in. Jefferson

County, Ohio and Brooke County, West Virginia. This report presents results from computer modeling of PM10 emissions using AERMOD

Version 04300. Plume rise from several process fugitive sources

wi th temperatures greater than ambient are modeled using the

Buoyant Line and Point (BLP) option within CALPUFF and then coupled

to AERMOD. Fugitive emissions from the Coke Batteries at Follansbee, West Virginia, the Basic Oxygen Furnace (BOF) at Mingo Junc-

< tion, Ohio and the Blast Furnace (BF) at Mingo Junction, Ohio were

treated in this manner.

Page 2
Several changes have occurred for the industrial facilities within

the study area. These changes would differ from the operations

represented in the 1991 Plan. Wheeling-Pittsburgh Steel Corporation

(WPSC) installed an Electric Arc Furnace (EAF) at Mingo Junction

and shut down Blast Furnace No. 1 and Boiler House at Steubenville

as part of a facility reconfiguration. These changes are identified

in Ohio PTI Application No: 06~07034, dated August 27, 2003. Also,

WPSC has been negotiating with Ohio EPA for changes in Ohio EPA

3745~17-13 concerning several sources including industrial roads at

the facilities. A list of these changes is presented in Table 2.

These changes were incorporated in this dispersion modeling.

Page 3

(

(

(

(

(

c

(
2.0 PROCEDURES

Revised modeling was undertaken using the 04300 Version of AERMOD.

Additionally, heated fugitive sources were modeled using the BLP

option in CALPUFF. A FORTRAN post-processor was utilized to integrate the AERMOD and CALPUFF files to assess impact to the NAAQS.

Model inputs are discussed in the following sections.

2.1 RECEPTOR GRID

The receptor grid used in this analysis is shown in Figure 1.

Receptors were spaced every 100 meters outside the WPSC property.

AERMAP Version 03017 was used to prepare the receptor grid. A total

of 3,008 receptors was modeled in this analysis.

As dispersion modeling progressed, we found that some receptors did

fallon Wheeling-Pittsburgh Steel's property and on the property of

( other sources. A total of 12 receptors fell on plant property and

are listed in Table 3. Post-processing of the model runs addresses

those receptors on plant property by matching the value in data

column "DEF" with that in data column "EX" of Appendix D. The

post-processor did not count the impact at receptors where the

values in data columns "DEF" and "EX" match, but does include the

impact of all other sources at that receptor.

2.2 METEOROLOGICAL DATA

The original SIP Submittal used meteorological data from the

Follansbee, West Virginia tower that is maintained by the West

VirginiaDEP. Data from May 1989 through April 1990 were used in

the modeling study. The meteorological data were prepared for

input to the dispersion models using,AERMET Version 04300. AERMET

requires values of Surface Roughness Length (SRL), albedo and Bowen

ratio. These values were determined using AERSURFACE,a software

( program developed during the Weirton, West Virginia S02 SIP for

\

just this issue. Values are listed in Table 4 from AERSURFACE basPage 4
ed on a three kilometer radius circle centered on the Follansbee,

WV meteorological tower.

The wind speed and direction distribution was determined for the

30 -meter sensor level and presented in Figure 2. The most frequent

wind direction is from the south southeast reflecting the strong

influence of the river valley.

2.3 SOURCES AND EMISSION RATES

Allowable emission rates for this analysis for the Wheeling-Pitts~

burgh Steel Corporation sources are presented in worksheets in

Appendix B. Supporting calculations for the road emissions are

presented in Appendix C.

Emissions of all sources of PM10 are listed in Appendix D when the

Primary Flux Pellet system is operational and in Appendix F when

the Alternate Flux Pellet system is operational. A four-digit

source code is also presented in the Appendix D listing and

coincides with the source code used in the original SIP submittal.

Some fugitive sources were not coded in the original modeling

analysis but are given an arbitrary code in Appendix D for

completeness. Footnotes are provided in Appendix D to identify how

the allowable emission rate was derived.

Building downwash influences on dispersion were calculated using

the EPA software, BPIP. The PRIME version of BPIP was used.

2.4 BACKGROUND VALUES

A value for non-modeled sources called background must be added to

the modeled values for comparison to the NAAQS. Ohio EPA provided

a 24-hour value of 28.0 Jlg/m3 and an annual value of 18.4 Jlg/m3 •

All results presented in this report reflect the inclusion of the

above values.

Page 5

(

(

\

(

(

f

(

(
2.5 BLP PLUME RISE

(

As mentioned earlier, several process fugitive sources with temperatures above ambient were considered as input sources to CALPUFF.

Impact from those sources was determined and then coupled to

AERMOD.

It is important to note that the EPA Guidelines on Air Quality

Models (GAQM) do not provide a general means by. which heated fugitive emissions can be dispersed such that the inherent buoyancy of

that release is factored into dispersion. The modeling community

usually forces the emission to act as a volume or area source where

no buoyancy occurs or a fictitious physical stack is assumed with

arbitrary release parameters. Neither of these two procedures adequately represents the plume rise variability seen at the source.

BLP is a GAQM model designed for modeling heated fugitive emissions

from long elevated sources in flat terrain. BLP would be directly

( applicable to the WPSCcoke batteries, roof monitor at the BOF and

casthouse at the blast furnace except for the complex terrain.

This problem with complex terrain is addressed by running the BLP

option in CALPUFF.

The field measured buoyancy parameters for the Coke Batteries at

Follansbee, the BOF Roof Monitor in Mingo Junction and the Blast

Furnace casthouse in Mingo Junction are presented in Appendix A.

2.6 MODEL OUTPUT POST-PROCESSING

Output from each source run of AERMOD was saved to an ASCII file,

which contained a description of the source, receptor coordinates

and daily impacts at each receptor. These ASCII files were then

read using a software post-processor that accumulates the impact at

each receptor into a summary output file for review.

Each ASCII output file contains a header line that lists the

emission rate that corresponds to the impacts in that table. A

Page 6
source name and four digit code are also included. The four digit

code corresponds to that source as listed in Appendix D. The

remaining lines in the file list, first the day, and then 3,008

values for that day (each receptor in sequence). Day 1 in the file

is May 1, 1989 and Day 365 is April 30, 1990.

Examples of these 24-hour ASCII files are presented in Table 5 for

Source 201 (SOHIO Unpaved Roads), in Table 6 for Source 401 (T&T

Coal Unpaved Road) and in Table 7 for Source 961 (Wheeling-Pittsburgh Steel BOF A Fugitives), Impact at the first 9 of the 3,008

receptors is shown in each table. The first 60 days of impact are

presented in each table. Files were created for each of the 256

sources listed in Appendix D.

post-processing was done with the software using the following

procedure:

(

(

(1) The Emissions Input File (ElF) as shown in Appendix D is

read to identify the sources and desired emission rates. ( (

(2) Each file identified in the ElF file is read to determine

emission rate that corresponds to the impacts embedded in

the file.

(3) The software then divides the ElF emission rate by the

emission rate found in the source file, multiplies that

value times the impact at each receptor, and if the

receptor is not on that source's property, writes the new

impacts to a large data array. This process is continued

until each file in the ElF is read.

(4) The software then determines the high and second high

impacts at each receptor. Once the second high day is

known, then each source file is reread to determine each

source's contribution for the second high day at that

receptor.

(5) At this point, a file is written to the hard drive that

lists the high and second high impacts and then the

source contributions to each receptor. For 256 sources,

the file size is 29.1 megabytes. That file is further

processed to rank the top 10 receptors resulting in the

file presented in Appendices E.1 and 8.1.

Page 7

(

(
(

The process is repeated for the annual impacts assessment with the

individual annual files for each source. Results of that process

are shown in Appendices E.2 and 8.2.

Page 8
3 . 0 PM10 IMPACTS

WPSC operates two flux pellet systems at Mingo Junction. The

Primary Flux Pellet system runs whenever possible. If that sytem

is down for maintenance, then the Alternate Flux Pellet system is

used. Results of the 24-hour PM10 modeling are presented in

Appendix E for Primary Flux Pellet operation and in Appendix G for

Alternate Flux Pellet operation.

High Second High 24-hour impacts at the top ten impacted receptors

are listed in Appendices E.1 and G.1. The maximum 24 -hour PM10

impact occurs at Receptor 533900,4464300 on January 20, 1990 with

a value of 121.29 ~g/m3 for the Primary Flux Pellet operation.

That receptor is located along the East Bank of the Ohio River

southwest of the Follansbee Coke Plant. As listed in Appendix E. 1,

the largest impactor is the roads at the Follansbee Coke Plant.

The maximum 24-hour PM10 impact occurs at Receptor 533600,4461900

on July 13, 1989 with a value of 139.36 )lg/m3 for the Alternate

Flux Pellet operation. That receptor is located northeast of

Olympic Mill Services in Mingo Junction. As listed in Appendix

G.1, the largest impactor is the Alternate Flux Pellet system at

the Mingo Junction facility.

Maximum modeled 24-Hour impact meets the National Ambient Air

Quality Standard (NAAQS) of 150 ~g/m3.

Annual impacts at the top ten impacted receptors are listed in

Appendices E. 2 and G. 2 . The maximum annual PM10 impact occurs at

Receptor 533300,4462800 with a value of 44.26 ~g/m3 for the Primary

Flux Pellet operation. The maximum annual PM10 impact occurs at

Receptor 533300,4462800 with a value of 43. 09 ~g/m3 for the

Alterante Flux Pellet operation. That receptor is located west of

the Basic Oxygen Furnace in Mingo Junction. As listed in Appendix

E.2 and Appendix G.2, the largest impactor is road emissions at the

Mingo Junction facility.

Page 9

(

(

(

(

(

(

(

(
(

<

Maximum modeled impact meets the National Ambient Air Quality

Standard (NAAQS) of 50 J1g/m3 •

Isopleths for the 24-hour period are presented in Figure 3 for the

Alternate Flux Pellet operation. Isopleths for the annual period

are presented in Figure 4 for the Primary Flux Pellet operation.

Maximum impacts occur near the facilities and decrease as you move

away from the property line.

Results presented in this document show that the WPSC facilities

run with source-measured BLP plume rise in CALPUFF and postprocessed with AERMOD meet the NAAQS.

Page 10
4.0 CONCLUSION

The 2005 operational mode for WPSC facilities will result in the

area remaining in compliance with NAAQS when modeled using the

approved BLP plume rise in CALPUFF and post-processed with sources

run in AERMOD Version 04300.

Page 11

(

(

(

(

(

(

(

(

l
TABLE 1

SUMMARY OF PM10 MONITORING DATA IN /lg/m3

FROM MINGO JUNCTION, OHIO

Number Rank of 24-Hour PM10__

Year of Samples Mean _1_ _2_ _3_ --L

1988 204 47.7 140 112 107 105

1989 356 45.4 176 153 1 128 124

1990 354 39.6 112 105 99 97

1991 342 43.6 144 130 127 124

1992 363 38.6 97 97 96 92

1993 356 39.7 139 107 103 103

1994 354 37.3 136 125 114 108

1995 359 36.3 143 111 95 91

1996 341 33.3 127 126 100 94

19972 239 25.4 93 70 61 57

19983 74 28.8 75 65 57 55

( 1999 115 32.2 78 72 71 71

2000 120 30.8 116 65 60 59

2001 119 30.6 80 72 71 68

2002 121 30.6 86 73 63 62

2003 120 30.8 86 77 72 63

2004 115 30.3 79 73 65 62

2005 120 33.3 78 74 72 66

1 The 153 /lg/m3 rounds to 150 /lg/m3 and is not an exceedance.

2 Incomplete year due to elimination of North .Ohio Valley Air

Authority.

3 Ohio EPA restarted sampling in 1998 and went to a sampling

frequency of every third day.

i ,

"

Page 12
TABLE 2

CHANGES IN PM10 SOURCES (

(

(

---fl'110 (grams/sec)

Sources 1991 2005

SOHIO Unpaved Roads

T & T Unpaved Roads

T & T Storage Piles

T & T Material Handling

Richmond Mill Site II Unpaved Roads

Richmond Mill Site II Storage Piles

Richmond Mill Site II Ash Disposal

AEP Ohio Power Brilliant Boiler 1 & 2

AEP Ohio Power Brilliant Roads

AEP Ohio Power Brilliant Coal Transfer

AEP Ohio Power Brilliant Storage piles

AEP Ohio Power Brilliant Ash Disposal

AEP Ohio Power Brilliant Auxiliary Boiler

AEP Ohio power Brilliant

AEP Ohio Power Brilliant

·AEP Ohio Power Brilliant

AEP Buckeye Power Boiler 3

WPSC Mingo Jet Reheat Furnace 2

WPSC Mingo Jet Reheat Furnace 3

WPSC Mingo Jet Reheat Furnace 4

WPSC Mingo Jet Blast Furnace 3 Stove

WPSC Mingo Jet Blast Furnace 3 Fugitives

WPSC Mingo Jet Blast Furnace 5 Stove

WPSC Mingo Jet Blast Furnace 5 Fugitives

WPSC Mingo Jet BOF Shop

WPSC Mingo Jet BOF Fugitives

WPSC Mingo Jet Desulfurization Baghouse

WPSC Mingo Jet Roads

WPSC Mingo Jet BF Storage Piles

WPSC Mingo Jet BF No. 3 Material Handling

WPSC Mingo Jet BF No. 5 Material Handling

Flux Pellets by barge (primary System)

Flux Pellets at BF

Alternate Flux Pellet Unload

Alternate Flux Pellet Road

Alternate Flux Pellet Trestle

WPSC Mingo Jet BOF Material Handling

WPSC Mingo Jet BOF Material Handling Fug

WPSC Mingo Jet BOF Material Handling Bag

BOF Scrap Handling

WPSC Mingo Jet Ingot Teeming

WPSC Mingo Jct Hot Metal Transfer Fug

WPSC Mingo Jet Slab Caster

WPSC Mingo Jet Hot Metal Transfer Ladle

WPSC Mingo Jet Boiler 1

WPSC Mingo Jet Boiler 2

WPSC Mingo Jet Boiler 3

WPSC Mingo Jet Boiler 4

WPSC Mingo Jet Boiler 5

WPSC Mingo Jet Boiler 6

Page 13

Code

201

401

402

403

501

502

503

701

703

704

705

706

707

708

709

710

801

902

903

904

905

906

907

908

909

910

913

914

915

9161

9162

9186

9187

9193

9194

9195

918

9181

9182

9183

919

920

921

922

923

924

925

926

927

928

.0092

.0415

.0229

.5479

2.1309

.0095

.5974

89.0000

.9089

1. 0517

.3120

.0659

.3010

50.4000

.7560

.7560

.7560

.3856

.0825

.4460

.1018

1. 7818

2.4939

.4673

.6920

.1237

.0915

.0915

.2961

.4021

.0683

.3632

.0683

.2016

.2016

.2016

.2016

.1890

.1890

.0092

.0415

.0229

.5479

2.1309

.0095

.5974

157.8000(1)

.9089

1. 0517

.3120

.0659

.3010

1.4285(2)

.1695(2)

.0787(2)

90.1400(17)

.7560

.7560

.7560

.0000(3)

.0000(3)

.3410

.7232

.7346

3.5356

.3459

.9667

.0592

.0000 (3)

.2419

.0931(6)

.1399(6)

.0520 (6) (16)

.2444 (6) (16)

.0832 (6) (16)

.0000(4)

.0235

.3925

.0491(6)

.0000(3)

.0416

.1890

.0000(:3)

.0000 (3)

.0000 (3)

.0000(3)

.0000 (3)

.0000 (3)

.0000 (3)

(

(

(

(

(

(

(
Sources

TABLE 2 (Continued)

__E:ho (grams/sec)

Code 1991 2005

(

(

WPSC Mingo Jet Boiler 7

WPSC Mingo Jet Boiler 8

WPSC Mingo Jet Boiler 9

WPSC Mingo Jet Boiler 10

WPSC Mingo Jet Boiler 11

WPSC Mingo Jet Boiler 12

Mingo~unction Energy

Mingo Junction Energy Cooling Tower

WPSC Mingo Jet BF Baghouse

WPSC Mingo Jet DesulfurizationFugitives

WPSC Mingo Jet Blast Furnace 3 Flue Dust

WPSC Mingo Jet Blast Furnace 5 Flue Dust

WPSC Mingo Jet Blast Furnace 3 Skip Car

WPSC Mingo Jet Blast Furnace 5 Skip Car

WPSC Mingo Jet HMT Baghouse

WPSC Mingo Jet Hand Scarfing

WPSC Mingo Jet BF Flare

WPSC Mingo Jet waste Water

WPSC Mingo Jet CAS OB Baghouse

WPSC Mingo Jet CAS OB Fugitives

WPSC Mingo Jet PeKishing Station

WPSC Mingo Jet CAS OB Heaters

WPSC Mingo Jet BOF Shop Preheaters

WPSC Mingo Jet BOF Steel Reladle

WPSC Mingo Jet BOF Gas Tower CT

WPSC Mingo Jet Caster Spray CT

WPSC Mingo Jet 80" Finish Mill CT

WPSC Mingo Jet 80" Run Out CT

WPSC Mingo Jet BF Recycle CT

WPSC Mingo Jet EAF Baghouse

WPSC Mingo Jet EAF Ladle Preheat

WPSC Mingo Jet EAF Material Handling

WPSC Mingo Jet EAF Storage Silos

WPSC Mingo Jet EAF Flux Weigh Hopper

WPSC Mingo Jet EAF Emergency H20 Pump

IMS at Mingo Junction Unpaved Road 1

IMS at Mingo Junction Separator No 3016

IMS at Mingo Junction Storage pile

IMS at Mingo Junction Separator No 3095

IMS at Mingo Junction separator No 3009

IMS at Mingo Junction Unpaved Roads 2

IMS at Mingo Junction Storage pile

Std Slag Mingo Junction Unpaved Roads

Std Slag Mingo Junction storage Piles

Std Slag Mingo Junction BF Slag Crushing

Std Slag Mingo Junction Material Handling

OMS Unpaved Road 1

OMS Unpaved Road 2

OMS Iron Beaching

OMS Button Lancing

OMS Storage Pile 1

OMS Storage Pile 2

OMS BF Slag Dump

Page 14

929

930

931

932

933

934

9232

9233

935

938

939

940

941

942

943

944

946

947

948

949

950

951

952

953

965

966

967

968

969

970

971

972

973

974

975

1001

1002

1003

1004

1005

1006

1007

1101

1102

1103

1104

7001

7002

7003

7004

7005

7006

7007

.1890

.1890

.1890

.1890

.1890

.1890

.0412

.0908

.0005

.0005

.0396

.0514

.3179

.0428

.1270

-.----

.0262

.0316

.0291

.0232

.0008

.0415

.0206

.0243

.0028

.0991

.1140

.0000(3)

.0000(3)

.0000(3)

.0000(3)

.0000(3)

.0000(3)

2.2176(5)

.0050 (5)

.3037

.0239

.0000(3)

.0088(14)

.0000(3)

.0526

.2029

.1419

.2054

.0271(7)

.0864 (6)

.0050 (6)

.0005(6)

.0005 (6)

.1512(7)

.0302(7)

.0013 (7)

.0013(7)

.0013 (7)

.0013(7)

.0038 (7)

2.2642 (6)

.0120 (6)

.1764(6)

.0580 (6)

.0043 (6)

.0099(6)

.0000 (13)

.0000 (13)

.0000 (13)

.0000 (13)

.0000 (13)

.0000 (13)

.0000 (13)

.0000 (13)

.0000 (13)

.0000(13)

.0000(13)

.0183(13)

.0182(13)

.0058(13)

.0011(13)

.0049 (13)

.0049 (13)

.0879(13)
(
TABLE 2 (Continued)

__.!:.r~ho (grams/sec)

Sources Code 1991 2005

Titanium Air Blast 1904 .1004 .1004

Titanium Shot Blast 1905 .1002 .1002

Titanium Aluminum Shot Blast 1906 .0814 .0814

Titanium Source P054,6 1907 1. 6418 1. 6418

Titanium Source P059 1908 .5116 .5116

Titanium Source P060 1909 .5116 .5116

Number 1 Concrete 2001 .0150 .0000 (3)

Number 1 Concrete 2002 .1660 .0000(3)

Number 1 Concrete 2003 .0067 .0000 (3)

Number 1 Concrete 2004 .0337 .0000(3)

Number 1 Concrete 2005 .0003 .0000 (3)

Number 1 Concrete 2006 .0015 .0000(3)

Belot Concrete 2101 1.1400 .0000 (3)

Belot Concrete 2102 .0204 .0000 (3)

Belot Concrete 2103 .0607 .0000 (3)

Belot Concrete 2104 .0025 .0000 (3)

Belot Concrete 2105 .0002 .0000 (3)

BC Industries Source FOOl 2201 .1033 .0000 (3)

BC Industries Source F002 2202 .0023 .0000 (3)

BC Industries Source F003 2203 .0038 .0000 (3)

BC Industries Source F004A 2204 .0007 .0000(3)

BC Industries Source F004B 2205 .0830 .0000(3)

ACI Standard Source FOOl 2301 .0527 .0527

( Leaseway Source FOOl 2401 .0027 .0027

Crossridge Source F003, F004 2501 3.1000 3.1000

Crossridge Source F005 2502 2.9606 2.9606

Satralloy Source FOOl 2601 .1265 .1265

Dando Industries Source FOOl 2701 .0035 .0035

Dando Industries Source F002 2702 .1681 .1681

Dando Industries Source POOl 2703 1. 9660 1.9660

IMS at Mingo Junction Source F009 2801 .0700 .0000 (13)

IMS at Mingo Junction Source F010 2802 .0063 .0000 (13)

IMS at Mingo Junction Source FOll 2803 .0033 .0000 (13)

IMS at Mingo Junction Source F012 2804 .1527 .0000(13)

Waste Mgmt Staging Area 7100 - ---- .0328 (8)

C&E Flyash Disposal Site 7120 - - --- .4675(9)

Cryogenic Construction 7130 - . _.- -- .1377 (10)

Barium & Chemicals 7140 - - --- .4637 (11)

Pampa Concrete 7150 - ---- 1.4402 (12)

/

\

"-.----" designates sources not run in 1991 SIP modeling

(1) Report from Energy & Environmental Management 358 C598.PDF dated

10/08/04.

(2) Sources added by OEPA after 1991

(3) Shutdown

(4) Split into fugitive and baghouse with upgrade to materials handling

(5) Mingo Jet Energy replaced WPSC boilers

(6) Sources added by WPSC through permits

Page 16
TABLE 2 (Continued)

(7) Existing sources included in modeling

(8) Waste Management PTI

(9) C&E Flyash Disposal site OEPA Premise No. 1741000149 FOOl, F002 & POOl

(10) Cryogenic Construction OEPA Facility ID 0641000250 FOOl

(11) Barium & Chemicals OEPA Facility ID 0641000005 P003

(12) Pampa Concrete OEPA Facility ID 0641190252 P901, P902, FOD3 & F004

(13) OMS replaced IMS and Standard Slag by permit

(14) PTI submitted by WPSC for revised flue dust processing

(15) Strauss processes EAF and BOF scrap at North Plant processing site

(16) operates only if Sources 9186 and 9187 are not operating

(17) report from E2M to AEP on Cardinal Unit 3 dated March 6, 2007

Page 17

(

(

(

(

(

(

(

(

l

l

l
TABLE 3

RECEPTORS THAT FELL ON PLANT PROPERTY

Page 18
TABLE 4

SURFACE CHARACTERISTICS FOR AERMAP VERSION 04300

Title Line in 0.25 Km cell size geo.dat = Centered at Follansbee Met Tower

geo.dat file = c381.geo

SW UTM corner (E-W) of geo.dat file = 525.000

SW UTM corner (N-S) of geo.dat file = 4453.000

numb of E-W cells = 70 & numb of N-S cells = 140

study area centroid east UTM coordinate = 534.125

study area centroid north UTM coordinate = 4464.950

radius of interest (km) 3.00

Mean Albedo 0.13

Mean Bowen ratio 1. 00

Mean Roughness (m) 0.7382

Albedo Bowen Rough

sector 01 000 to 030 0.10 1. 02 0.9917

sector 02 030 to 060 0.11 1. 01 0.8642

sector 03 060 to 090 0.13 1. 01 0.8324

sector 04 090 to 120 0.14 1. 01 0.6913

sector 05 120 to 150 0.16 1. 00 0.5938

sector 06 150 to 180 0.13 1. 05 0.7984

sector 07 180 to 210 0.15 0.97 0.5056

sector 08 210 to 240 0.14 0.97 0.7047

sector 09 240 to 270 0.14 0.99 0.6779

sector 10 270 to 300 0.11 0.98 0.8571

sector 11 300 to 330 0.16 1.10 0.6464

sector 12 330 to 360 0.13 0.94 0.6967

insert this section into the AERMET ST3.INP file if not using sector averages

FREQ_SECT ANNUAL 1

SECTOR 1 000 360

SITE CHAR 1 1 0.13 1.00 0.7382

(

(

(

(

into the AERMET ST3.INP file if using sector averages

0.10

0.11

0.13

0.14

0.16

0.13

0.15

0.14

0.14

0.11

0.16

0.13

insert this section

FREQ_SECT ANNUAL 12

SECTOR 01 000 030

SECTOR 02 030 060

SECTOR 03 060 090

SECTOR 04 090 120

SECTOR 05 120 150

SECTOR 06 150 180

SECTOR 07 180 210

SECTOR 08 210 240

SECTOR 09 240 270

SECTOR 10 270 300

SECTOR 11 300 330

SECTOR 12 330 360

SITE_CHAR 1 01

SITE_CHAR 1 02

SITE CHAR 1 03

SITE CHAR 1 04

SITE CHAR 1 05

SITE CHAR 1 06

SITE-CHAR 1 07

SITE CHAR 1 08

SITE-CHAR 1 09

SITE CHAR 1 10

SITE CHAR 1 11

SITE-CHAR 1 12

1. 02

1.01

1. 01

1. 01

1. 00

1. 05

0.97

0.97

0.99

0.98

1.10

0.94

0.9917

0.8642

0.8324

0.6913

0.5938

0.7984

0.5056

0.7047

0.6779

0.8571

0.6464

0.6967" (

(

l

(

(

Page 19

l
TABLE 5

PORTION OF 24-HOUR PMI0 ASCII IMPACT FILE FOR SOURCE 201

SHOWING IMPACT IN J1G/M3 AT FIRST NINE RECEPTORS

FOR FIRST 60 DAYS OF MODEL RUN

1. 00000 SOHIO Unpaved Roads Aermod PMI0 0201

1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 0.1136 0.1044 0.0968 0.0901 0.0842 0.0789 0.0741 0.0697 0.0654

3 0.0965 0.0869 0.0789 0.0708 0.0645 0.0588 0.0532 0.0485 0.0448

4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5 0.0003 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001

6 0.0274 0.0247 0.0225 0.0205 0.0187 0.0171 0.0157 0.0144 0.0132

7 0.2267 0.2087 0.1941 0.1811 0.1692 0.1587 0.1489 0.1396 0.1315

8 0.2005 0.1830 0.1679 0.1542 0.1427 0.1325 0.1228 0.1143 0.1071

9 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

10 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

11 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

12 0.1427 0.1318 0.1231 0.1151 0.1078 0.1014 0.0960 0.0910 0.0859

13 0.0000 0.0000 0.0000 0.0000 ,0.0000 0.0000 0.0000 0.0000 0.0000

14 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

15 0.0070 0.0058 0.0047 0.0040 0.0033 0.0028 0.0023 0.0019 0.0016

16 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

17 0.0406 0.0386 0.0374 0.0364 0.0354 0.0344 0.0333 0.0324 0.0313

18 0.0083 0.0071 0.0062 0.0056 0.0049 0.0045 0.0040 0.0035 0.0030

19 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

20 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

21 0.1236 0.1143 0.1061 0.0991 0.0935 0.0876 0.0825 0.0784 0.0745

22 0.0004 0.0003 0.0003 0.0002 0.0002 0.0002 0.0001 0.0001 0.0001

23 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

( 24 0.0520 0.0470 0.0427 0.0390 0.0357 0.0329 0.0303 0.0279 0.0257

25 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

26 0.2421 0.2251 0.2107 0.1978 0.1859 0.1752 0.1654 0.1566 0.1484

27 0.0528 0.0496 0.0468 0.0443 0.0420 0.0399 0.0379 0.0360 0.0343

28 0.0128 0.0117 0.0105 0.0094 0.0087 0.0080 0.0073 0.0067 0.0062

29 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

30 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

31 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

32 0.1078 0.0947 0.0860 0.0776 0.0696 0.0640 0.0578 0.0521 0.0480

33 0.1398 0.1278 0.1168 0.1074 0.0989 0.0917 0.0853 0.0796 0.0745

34 0.0754 0.0676 0.0620 0.0579 0.0539 0.0497 0.0456 0.0426 0.0398

35 0.1646 0.1533 0.1441 0.1358 0.1279 0.1207 0.1142 0.1083 0.1029

36 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

37 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

38 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

39 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

40 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

41 0.1644 0.1467 0.1318 0.1183 0.1081 0.0985 0.0888 0.0807 0.0742

42 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

43 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

44 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

45 0.0004 0.0003 0.0003 0.0002 0.0002 0.0002 0.0001 0.0001 0.0001

46 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

47 0.1653 0.1516 0.1421 0.1328 0.1237 0.1154 0.1087 0.1026 0.0968

48 0.1314 0.1189 0.1113 0.1035 0.0956 0.0885 0.0830 0.0780 0.0728

49 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

51 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

52 0.0000 0.0000 0.0000 0;0000 0.0000 0.0000 0.0000 0.0000 0.0000

53 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

54 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

55 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

56 0.0014 0.0012 0.0011 0.0009 0.0008 0.0007 0.0007 0.0006 0.0005

57 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

58 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

59 0.0624 0.0577 0.0537 0.0501 0.0470 0.0442 0.0418 0.0396 0.0374

60 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Page 20
c
TABLE 7

PORTION OF 24-HOUR PM10 ASCII IMPACT FILE FOR SOURCE 961

SHOWING IMPACT IN ~G/M3 AT FIRST NINE RECEPTORS

FOR FIRST 60 DAYS OF MODEL RUN

Fug(CALPUFF) Calpuf

(

1

2

3

4

5

6

7

8

9

10

11

12

'13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

3.93300 Whl

0.0000

0.0000

0.1065

1.2205

0.3932

0.1841

0.0000

0.0022

0.6731

0.0000

0.0000

0.1288

0.4883

0.0789

0.2258

0.0000

0.2952

0.3907

2.0809

0.7525

1.0112

0.1440

0.1653

1.3465

0.8524

0.2613

1. 3446

0.5229

0.1585

0.8104

0.0000

0.2970

0.1264

1. 6534

0.1580

0.0000

0.0619

0.0218

0.0702

1. 0445

0.0000

0.2365

0.0652

0.0000

0.9237

0.0000

0.0102

0.1273

0.8032

0.0674

0.0000

0.3777

0.1615

0.5597

0.0000

0.5032

0.8481

0.9669

0.0001

0.0000

Pgh BOF A

0.0000

0.0000

0.1049

1.0686

0.4013

0.1835

0.0000

0.0020

0.8983

0.0000

0.0000

0.1362

0.5047

0.0840

0.2159

0.0000

0.2510

0,.3794

1. 7488

0.8585

0.9276

0.1841

0.1789

1. 3568

0.9909

0.2257

1.2846

0.4669

0.1385

0.7778

0.0000

0.2650

0.1527

1.2840

0.1631

0.0000

0.0787

0.0221

0.0487

1.0468

0.0001

0.2012

0.0629

0.0000

0.8961

0.0000

0.0108

0.1465

0.8046

0.0594

0.0000

0.4050

0.1479

0.4993

0.0000

0.5372

0.9299

0.8735

0.0002

0.0000

0.0000

0.0000

0.1032

0.9932

0.4086

0.1844

0.0000

0.0021

1. 2129

O. DODO,

0.0000

0.1440

0.5137

0.0941

0.2142

0.0000

0.2229

0.3683

1.5568

0.9899

0.8541

0.2375

0.1941

1. 3979

1.1335

0.1963

1.2497

0.4611

0.1294

0.7600

0.0000

0.2210

0.1821

1. 0303

0.1787

0.0000

0.1145

0.0222

0.0364

1. 0853

0.0002

0.1908

0.0609

0.0000

0.8912

0.0000

0.0113

0.1743

0.8162

0.0519

0.0000

0.4265

0.1525

0.4900

0.0000

0.5960

1. 0867

0.8427

0.0004

0.0000

0.0000

0.0000

0.1016

0.9473

0.4140

0.1852

0.0000

0.0022

1. 5830

0.0000

0.0000

0.1507

0.5143

0.1108

0.2162

0.0000

0.1989

0.3540

1.4068

1.1224

0.7867

0.3047

0.2080

1.4116

1.2390

0.1735

1.1987

0.4793

0.1229

0.7502

0.0000

0.1679

0.2065

0.8253

0.1946

0.0000

0.1692

0.0223

0.0283

1.1232

0.0004

0.1841

0.0592

0.0000

0.8878

0.0000

0.0119

0.2029

0.8076

0.0454

0.0000

0.4400

0.1597

0.4970

0.0000

0.6555

1.2712

0.8345

0.0007

0.0000

PM10 0961

0.0000

0.0000

0.1020

0.9076

0.4167

0.1852

0.0000

0.0022

1. 9482

0.0000

0.0000

0.1551

0.5053

0.1352

0.2227

0.0000

0.1751

0.3365

1.2639

1. 2312

0.7326

0.3791

0.2212

1. 3613

1.2787

0.1569

1.1226

0.5176

0.1164

0.7561

0.0000

0.1179

0.2195

0.6559

0.2031

0.0000

0.2370

0.0224

0.0242

1.1448

0.0008

0.1762

0.0576

0.0000

0.8808

0.0000

0.0124

0.2238

0.7674

0.0398

0.0000

0.4436

0.1621

0.5027

0.0000

0.6928

1.4245

0.8273

0.0011

0.0000

0.0000

0.0000

0.1060

0.8780

0.4157

0.1845

0.0000

0.0023

2.2795

0.0000

0.0000

0.1560

0.4871

0.1714

0.2361

0.0000

0.1532

0.3178

1.1426

1.3167

0.6992

0.4644

0.2321

1. 2616

1. 2671

0.1512

1. 0539

0.5894

0.1114

0.7826

0.0000

0.0787

0.2172

0.5274

0.2075

0.0000

0.3120

0.0224

0.0222

1.1654

0.0016

0.1693

0.0561

0.0000

0.8711

0.0000

0.0129

0.2372

0.7122

0.0353

0.0000

0.4371

0.1628

0.5058

0.0000

0.7094

1. 5263

0.8261

0.0019

0.0000

0.0000

0.0000

0.1137

0.8478

0.4101

0.1833

0.0000

0.0023

2.5132

0.0000

0.0000

0.1530

0.4603

0.2174

0.2542

0.0000

0.1315

0.2982

1. 0338

1.3728

0.6749

0.5615

0.2402

1.1075

1. 2182

0.1583

0.9981

0.7071

0.1068

0.8232

0.0000

0.0528

0.1994

0.4292

0.2056

0.0000

0.3743

0.0224

0.0210

1.1832

0.0028

0.1624

0.0546

0.0000

0.8546

0.0000

0.0134

0.2397

0.6506

0.0319

0.0000

0.4224

0.1589

0.4947

0.0000

0.7023

1. 5379

0.8197

0.0029

0.0000

0.0000

0.0000

0.1264

0.8223

0.3991

0.1817

0.0000

0.0023

2.6578

0.0000

0.0000

0.1457

0.4267

0.2763

0.2773

0.0000

0.1124

0.2789

0.9589

1.4183

0.6637

0.6854

0.2455

0.9411

1.1745

0.1821

0.9761

0.8744

0.1043

0.8687

0.0000

0.0398

0.1710

0.3579

0.2056

0.0000

0.4228

0.0223

0.0208

1.2180

0.0046

0.1581

0.0528

0.0000

0.8279

0.0000

0.0139

0.2374

0.6059

0.0295

0.0000

0.4014

0.1564

0.4806

0.0000

0.6868

1.4826

0.8161

0.0042

0.0000

0.0000

0.0000

0.1467

0.7875

0.3835

0.1788

0.0000

0.0022

2.6435

0.0000

0.0000

0.1343

0.3875

0.3383

0.2940

0.0000

0.0938

0.2602

0.8984

1.4502

0.6521

0.8299

0.2482

0.7601

1.1445

0.2221

0.9676

1. 0749

0.1023

0.9052

0.0000

0.0348

0.1382

0.3008

0.2031

0.0000

0.4306

0.0224

0.0206

1.2492

0.0067

0.1550

0.0509

0.0000

0.7843

0.0000

0.0143

0.2270

0.5837

0.0279

0.0000

0.3768

0.1483

0.4588

0.0000

0.6597

1.3388

0.7999

0.0060

0.0000

Page 22
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.j..

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Receptor Grid Used in this Analysis

Energy & Environmental Management, Inc.

Page 23
N

(

w

% Calms 0.87 s

E

1-3 Knots

4-6 Knots

- 7-10 Knots

_ 11-16 Knots

_ 17-21 Knots

• >21 Knots

May 1989 to April 1990 3D-Meter Wind Rose

Wind Rose at Follansbee, West Virginia

Energy & Environmental Management, Inc.

Page 24
4465

4461

24-Hour PM10 Im.pacts in j.Lg/m.3

Energy & Environmental Management, Inc.

Page 25

(

(

(

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(

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4465

4462

I-A_n_n_u_al__p~M_lO__IITl~p_a_c_t_s_i_n_J1--=-g~/-::-:rn_3 ----;--;-_~.9.!!!!:~~~~!.:!-':---I Energy & Environmental Management. Inc.

Page 26
(

APPENDIX A

BLP PLUME RISE FOR THE BLAST FURNACE

CASTHOUSE, BASIC OXYGEN FURNACE

ROOF MONITOR AND COKE BATTERIES
1.0 INTRODUCTION

Vertical rise of a heated fugitive emission is a function of the

temperature difference of the emission and ambient, the exhaust

velocity and configuration of the source. The buoyancy parameter

used within the Buoyant Line and Point Source (BLP) Dispersion

Model is represented by the following equation:

Equation 1

is the line source length (m)

is the line source width (m)

is the exit velocity (m/s)

is the exit temperature ( OK)

is the ambient temperature (OK) 1 (,

where

F' is the average line source buoyancy parameter (m4 / S3)

g is the acceleration of gravity (9.81 m/s 2 )

L

The BLPmodel was developed to represent fugitive emissions from

elevated line sources. A BOF Roof Monitor (RM), Blast Furnace

Casthouse and Coke Battery are lon~line sources that have heated

fugitives releases and are well suited for application for BLP.

This report presents results of testing at the BF #5 Casthouse and

BOF RM at Mingo Junction and Battery #8 at Follansbee to develop

the independent variables for input to Equation 1.

( 1 Defined as Equation 2-47 in "Buoyant Line and Point Source

(BLP) Dispersion Model User's Guide," PB8I-164642, July 1980.

APPENDIX A, Page A-I
2.0 MONITORING PROTOCOL

2.1 BF ROOF MONITOR

Field tests were run at Blast Furnace No. 3 from December 29, 1993

through January 4, 1994. A single thermocouple and wind speed

sensor were placed in the roof monitor of Blast Furnace No.3.

Temperature data were adequate from this test, but the wind sensor

and recorder were not well matched electronically. Revised testing

included the installation of a ductedvelocity sensor and thermocouple at four locations in the roof monitor of Blast Furnace No. 5

as shown in Figure A-I. Output signals from the sensors were read

every 15 seconds and recorded. The test was run for approximately

one week. A video camera was directed toward the south side of the

casthouse for the duration of the study.

(

(

(

2.2 BOF ROOF MONITOR ( (

The seven sensors were spaced to measure the influence of a single

vessel. Location of the sensors is shown in FigureA-Z. Avideo

camera was directed toward the east roof monitor for the duration (

of the study. The sensors wer,e spaced at9. 2 meter intervals. (

APPENDIX A, Page.A-2
(

. I

II

i

i

j

i

I

i

i

CRAN SPAN

A-l

'" ~/4' PL. • /

~HEAT SHIELO---"

I

i

Blast Furnace No. 5 Casthouse

Energy & Environmental Management, Inc.

CAS HOUSE FLOOR

APPENDIX AT Page A-3
ROOF I

R00F MONITOR OPENll\-IG 1Il

ROOF

2

lI(

13

1Il

4

lI( 10l'EN1NG

BIN TOP

LOOKING SOUTH

6

4;;;;J:.

SPARK BO. STACK

A

7

BIN TOPI FLOOR 'ARK BOX STACK

B

:

;;;;;;;;~

SiDE I FRONT

-----------~----------~---~-----~-----------------------r--------------------------------------

TOP I

I

I

I

I

I

\,,,,,,,,,,,,,,,,(,,,,,,,,,,,,,,,),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,"""",,,,,,,,,,,,,,,,,,,t,,,,,,,,,,,,,,:!,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,',,""""""''''''''

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I

2 3 4 5

SCALE IN FEET Ii ih ill ,.-~

~.81~~ Bin Top Floor of BOF Showing Vessel spa.rk Box' Stacks and Location of Temperature and Velocity Dale .Prenared: 09/11/95

Sensors for the Plume Rise Study Scale. as above , Drawina Name: BOF .

Energy & EnvironInentaI ManageInent, Inc. Code: C3481FiQure No.: A-2

/----- '-'.

r ("' I"" ~. ."" C'"'\ ""
(

2.3 COKE BATTERIES

Initial testing at the batteries in Follansbee was done using

colored smoke recorded against a contrasting background. Results

from that effort showed significant plume rise but interpretation

of the video tape was difficult. Since the ducted wind sensors had

worked so well at the BOFRM and the BF RM, we decided to use the

ducted wind sensors to measure the vertical wind speed above

Battery No. 8 and to also measure air temperature. Sensors were

located at four sites shown in Figure A-3 at the coke oven gas

(COG) cross-over pipes. The wind sensor was point~d toward the top

of the battery. This orientation exposed the sensor bearings to

moisture during rainfall events. We removed the sensors during the

midnight to 8:00 a.m. period to protect them from rain and

reinstalled at 8:00 a.m. the next morning.

An end view of the sensor locations is~hown in FigureA-4. Sen~

sors were located approximately 8.5 meters above the top of the

battery. Significantly higher vertical velocities were. noted when

the sensors were located out between the standpipes and doors.

However, we could not leave the sensors there because the heat from

the standpipes would destroy the velocity sensor~

APPENDIX A, Page A-5
VENTURI SCRUBBER

,II" '<~EWH"':~", =1,=

::!f. .QUENCH CAR rn

PUSHER ·TRACK

L l .J

JBEJ !::TTERYB 79 OVENS I;'-:-:-3~-------'~~~

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to

CD

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........, ~.@>:: " . COMBUSTION STACK

111 ~"..-....... PUSHER TRACK .'_

, ;., ~~: /'/'/' "/1

[§nr§D. Location of Temperature and Velocity· Sensors at Battery 8 in Follansbee. WV

Top View

Drowin Nome: SATTRY8A

Energy & Environmental Management. Inc.

,- I"':'" (' /""" /"' .."". "" -.

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WEST EAST

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/-"""', ~~

Location of Temperature and Velocity Sensors at Battery 6 in Follansbee. WV

Looking from South to North

Energy· & Environmental Management. Inc.

Dale Prepared: 09/14/95

Scale: as above

Drawina Nome: BATTERY8

Code: C3481FiQure No,: A-4
3~0 RESULTS

3.1 BLAST FURNACE #5

Testing was initiated on August 17, 1995 with sensors on only the

south side of the casthouse. Testing was suspended until sensors

were available to install in the north side of the casthouse.

During that interim period, the blast furnace personnel removed the

runner cover to do maintenance work. Temperatures in the casthouse

roof monitor were such that the plastic shrouds on the velocity

meters were melted as was the insulation on the sensor cables.

Damaged equipment was replaced and testing began on September 2 and

terminated On September 8.

Data were recorded every 15 seconds and processed for hourly

averages. The hourly average data are presented in Table A-1.

Missing data are designated as -1. Gaps in the data occurred due

to computer failure. Two computers were damaged by the magnetic

fields in the control room before the problem was identified.

Meteorological data from the West Virginia DEP tower are also

listed in Table A-1 and forms the base temperatures against which

the four sensors are compared. A surrunary of the data in Table A-1

is listed below:

(

(

(

{

(

(

(

Site 1

Site 2

Site 3

Site 4

Mean

4'0.19

43.73

40.36

38.17

40.61

Speed (FPM)

313.60

322.62

341. 74

322.60

325.14

The 115 hours of testing resulted in a mean temperature difference

of 40.61 F O and a mean exhaust speed of 325.14 feet per minute.

APPENDIX A, Page A-8 (
TABLE A-I

HOURLY SUMMARY OF BLAST FURNACE NO. 5

CASTHOUSE PLUME RISE RESULTS

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4

tlan Speed Temp Diff Speed Diff Speed Diff Speed Diff Speed F'

Date Hr .illilll..L (MPH)ITL (FPM) (FPM) (FPM) ~·(FPM) (m4 (S3)

09/02/95 16 339.7 8.7 74.68 27.8 290 31. 8 240 31.3 -1 30.4 ,...1 17.7

09/02/95 17 336.2 8.1 73.42 39.1 340 42.4 333 40.2 -1 40.1 -1 29.6

09/02/95 18 333.9 5.8 69.69 39.0 349 42.7 368 39.1 -1 37.1 -1 31.0

09/02/95 19 64.2 2.5 61.60 48.1 311 47.3 336 44.2 ,...1 42.4 -1 32.4

09/02/95 20 113.2 3.1 57.60 43.4 317 44.8 340 40.9 -1 39.6 -1 30.9

09/02/95 21 130.6 3.5 56.01 49.2 322 48.8 334 45.0 -1 43.1 -1 33.8

09/02/95 22 124.1 3.6 54.43 42.1 306 41. 6 329 40.2 -1 38.7 -1 29.0

09/02/95 23 134.5 4.1 53.59 46.7 340 46.7 359 44.1 -1 42.4 -1 35.1

09/03/95 0 137.4 3.8 53.40 40.6 300 42.0 314 40.7 -1 38.1 -1 27.9

09/03/95 1 131.2 4.1 52.31 49.6 356 53.6 341 46.0 -1 41. 9 -1 37.1

09(03/95 2 134.0 4.0 52.06 40.3 294 42.0 304 38.3 -1 35.9 -1 26.5

09/03/95 3 116.4 3.9 51. 50 45.7 329 46.2 327 41.2 -1 38.8 ,...1 31.7

09(03/95 4 100.4 4.2 50.86 41.7 327 41.8 351 39.8 -1 38.6 -1 31.0

09/03/95 5 104.1 4.1 50.82 43.9 287 43.3 285 37.7 -1 36.3 -1 26.1

09(03/95 6 128.1 3.3 51. 30 49.8 352 49.3 362 45.7 -1 43;7 -1 37.6

09/03(95 7 154.5 4.1 54.87 46.3 286 43.6 267 38.3 -1 36.4 ,...1 25.5

09(03/95 9 162.1 5.9 68.58 47.3 272 50.5 251 47.1 -1 ~2.7 307 16.1

09/03/95 10 192.3 6.3 75.53 47.3 298 49.2 268 46.2 -1 43.9 318 17.2

09(03/95 11 213.3 7.2 78.59 47.7 329 48.3 317 47.1 -1 44.3 340 19.7

09/03/95 12 267.9 7.8 79.43 38.9 272 42.0 257 39.9 -1 37.4 310 13.7

09/03/95 13 277.8 8.2 79.69 37.5 241 37.9 239 38.9 -1 38,.1 299 12.0

09(03/95 14 279.2 7.5 79.80 37.6 229 38.1 240 41. 6 -1 41. 4 272 11.6

09/03/95 15 272.8 6.6 79.95 28.0 219 35.1 213 39.2 -1 37.8 -1 16.4

09/03/95 16 250.4 6.7 78.34 30.9 240 36.2 247 39.5 -1 37.7 -1 19.1

09/03/95 17 268.1 8.1 77.08 40.0 310 42.6 310 37.2 -1 34.5 -1 25.9

09/03/95 18 278.3 8.0 74.46 41.3 327 41. 3 329 38.1 -1 36.3 -1 28.0

09/03/95 19 290.0 6.5 72.54 42.1 340 45.3 358 40.8 -1 38.6 -1 31. 6

09/03/95 20 48.3 2.7 69.40 43.1 341 48.3 343 42.2 -1 39.7 -1 32.2

09/03/95 21 147.4 3.9 67.99 44.5 370 46.0 385 43.2 -1 41. 3 -1 36.0

09(03/95 22 135.0 3.3 65.36 44.5 321 44.2 332 40.2 -1 40.1 -1 30.3

09/03(95 23 141. 0 4.0 62.69 45.9 405 50.0 424 48.7 -1 46.3 -1 43.2

09/04/95 0 142.6 3.8 60.91 51.8 434 56.3 449 53.8 -1 50.8 -1 51.0

09(04/95 1 132.9 3.6 61.33 46.2 426 49.1 450 47.0 -1 45.9 -1 45.2

09/04(95 2 143.7 3.8 60.96 50.7 413 56.7 448 55.3 -1 50.7 -1 49.8

09/04/95 3 150.2 4.2 59.90 50.8 440 52.8 468 51. 0 -1 50.8 -1 50.9

09/04/95 4 134.5 3.8 58.25 51. 0 423 53.3 449 53.0 -1 50.3 -1 49.5

09/04/95 5 127.0 3.7 57 .. 19 52.9 442 55.2 464 53.9 -1 52.7 --1 53.1

09/04/95 6 138.0 3.9 57.39 52.0 423 54.1 435 52.7 -1 50.3 -1 49.1

09/04/95 10 318.6 8.7 75.28 50.7 328 45.9 355 43.1 352 40.4 --1 33.4

09(04/95 11 357.3 8.0 77.05 48.0 362 45.7 389 41.0 394 39.0 -1 35.6

09(04/95 12 3.8 7.6 78.95 40.8 2'77 36.8 292 33 ..3 336 32.5 -:-1 23.5

09/04/95 13 351.4 8.8 80.92 42.2 301 39.0 314 38.3 366 36.7 -1 27.4

09/04/95 14 341.9 10.0 81. 73 50.2 386 50.7 364 49.5 413 45.8 -1 40.1

09/04/95 15 338.5 7.7 80.19 44.9 383 45.0 385 42.3 417 42.3 -1 36.8

09/04/95 16 352.9 8.8 80.47 43.5 390 44.6 391 45.8 388 43.0 -1 36.7

09/04/95 17 346.1 8.3 78.79 34.2 321 35.3 319 33.0 313 32.9 -1 23.4

09(04/95 18 354.8 7,.5 73.57 38.1 341 42.2 353 37.9 326 38.0 -1 28.9

09/04/95 19 12.0 6.6 65.87 39.3 288 42.6 298 41. 6 300 40.0 -1 26.6

09/04/95 20 4.9 5.6 62.24 47.1 382 54.9 398 50.6 386 46'.5 -1 42.2

09/04/95 21 11. 9 4.2 60.58 37.7 323 41.8 357 40.4 336 39.5 -1 30.0

( 09/04/95 22 46.6 3.5 57.82 43.0 290 48.1 293 43.0 341 40.9 -1 29.9

'. 09(04/95 23 97.6 3.0 55.81 44.6 311 48.0 306 44.0 353 41. 5 -1 32.0

09(05/95 0 95.8 2.5 53.55 39.2 271 41.8 278 38.9 326 38.0 -1 26.0

APPENDIX A, Page A-9
(

TABLE A-I (Continued) (

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4

tian Speed Temp Diff Speed Diff Speed DiffSpeed Diff Speed F'

Date Hr lillilll. •(MPH) .L.I.L J£.l (FPM) J£.l (FPM) J£.l. (FPM) J£.l (FPM) (m4 /s 3 )

09/05/95 1 100.8 3.3 52.48 46.8 314 50.5 320 46.0 356 43.1 -1 34.3

09/05/95 2 24.0 3.0 50.74 40.3 306 42.8 331 40.4 326 38.3 -1 29.4

09/05/95 3 23.1 3.9 50.35 42.9 327 46.7 334 42.7 338 39.2 -1 32.2

09/05/95 4 12.2 4.9 50.23 40.5 338 45.8 356 41.2 339 37.9 -1 32.2

09/05/95 5 19.0 4.4 50.00 40.0 350 45.6 368 41.7 349 37.9 -1 33.2

09/05/95 6 12.5 4.8 51. 57 39.2 320 41.1 335 37.1 328 34.9 -1 28.3

09/05/95 7 5.8 3.2 54.77 45.4 416 48.9 449 46.5 399 43.9 -1 43.2

09/05/95 8 289.0 3.0 61. 48 45.7 389 43.7 407 42.8 384 41.5 -1 37.7

f

09/06/95 11 220.6 4.8 83.86 33.1 214 34.1 193 29.0 328 26.0 -1 16.2

09/06/95 12 166.4 6.0 86.14 23.7 170 27.5 194 27.1 321 22.0 -1 12.5

09/06/95 13 142.2 5.3' 86.57 24.1 148 30.5 150 30.0 2.69 23.0 -1 11.1

09/06/95 14 121. 6 5.5 87.30 29.2 162 32.6 178 30.1 291 24.3 -1 13.2

09/06/95 15 235.2 6.6 88.00 35.2 222 36.0 229 36.5 377 33.1 -1 20~8

09/06/95 16 241.1 5.9 86.68 29.8 214 32.9 196 31.3 357 29.6 -1 17.0

09/06/95 17 242.6 5.6 84.85 36.8 263 40.1 277 36.9 366 36.1 ~1 24.2 ( 09/06/95 18 97.2 3.0 75.92 39.8 339 .44.8 354 42.7 357 40.1 -1 31. 6

09/06/95 19 146.0 4.1 70.07 37.5 298 39.4 314 38.8 322 37.6 -1 26.2

09/06/95 20 139.9 4.4 67.46 43.8 307 44.1 324 42.0 331 41. 2 ... 1 30.0

09/06/95 22 136.8 3.8 61.94 43.2 288 44.4 299 40.1 324 38.9 ~1 28.0

09/06/95 23 134.3 4.2 61.04 36.7 250 38.4 261 35.4 306 34.5 -1 22.1

09/07/95 0 132.5 3.8 60.17 43.3 281 44.0 297 39.6 329 38.3 -1 27.7

09/07/95 1 144. 6 4.4 59.. 38 35.9 264 35.4 284 34.1 311 33.9 -1 22.4

09/07/95 2 138.4 4.7 58.22 40.8 285 43.1 285 39.9 308 37.8 -1 26.4 ( {

09/07/95 3 143.2 4.6 57.61 39.1 270 39.4 281 35.9 290 35.2 .... 1 23.5

09/07/95 4 148.7 5.2 58.39 39.3 293 37.2 315 36.2 321 35.7 -1 25.8

09/07/95 5 148.2 5.5 58.24 40.7 317 41.9 335 38.2 329 37.1 -1 28.9

09/07/95 6 156.2 5.1 58.98 38.6 340 40.4 377 39.5 348 37.8 ... 1 31. 0

09/07/95 7 167.5 5.0 62.63 50.9 361 47.8 403 49.4 372 48.9 -1 40.6

09/07/95 8 172.8 8.4 70.65 33.9 296 37.8 301 46.5 442 42.3 -1 30.3

09/07/95 9 178.3 10.0 75.26 14.1 193 14.9 210 28.4 433 26.5 -1 13.1

09/07/95 10 176.9 8.9 77.92 10.4 164 11. 0 173 22.4 387 22.6 388 10.4

09/07/95 11 197.1 8.5 80.40 13 .8 182 15.3 180 24.8 366 23.7 382 12.0

09/07/95 12 235.8 7.2 82.56 23.6 260 26.2 246 27.9 326 25.0 336 16.4

09/07/95 13 267.7 8.4 82.44 22.7 264 28.4 239 27.7 341 26.8 343 17.2

09/07/95 14 242.8 6.8 81. 91 65.1 429 70.3 436 74.0 459 66.2 476 63.3

09/07/95 15 220.6 7.0 80.48 39.9 265 45.6 272 43.1 359 40.6 365 28.5

09/07/95 16 228.6 6.3 79.47 42.5 295 45.4 308 44.2 373 43.1 370 31.5

09/07/95 17 286.6 6.1 77.03 33.0 340 49.2 332 39.6 359 32.1 365 29.1 (

09/07/95 18 21. 3 3.5 73.99 37.5 320 46.5 295 38.4 332 33.4 332 27.1

09/07/95 19 77.3 3.0 70.63 39.6 352 45.9 358 40.3 347 37.8 349 31.4

09/07/95 20 104.7 3.0 69.35 34.7 282 38.5 283 32.6 305 32.0 310 22.5

09/07/95 21 145.7 3.6 67.95 43.6 346 48.0 353 40.5 352 37.3 358 32.6

09/07/95 22 52.8 4.2 65.63 40.0 279 43.4 282 37.4 309 34.7 311 25.3

09/07/95 23 35.2 3.3 64.44 37.2 293 39.8 309 35.5 325 34.2 319 25.4

09/08/95 0 31. 6 4.1 63.01 43.5 332 47.1 345 41.4 346 39.1 345 32.2

09/08/95 1 14.7 4.3 62.38 38.1 300 41. 0 316 36.5 324 34.8 317 26~3

09/08/95 2 2.6 5.4 62.45 42.2 326 48.3 335 43.1 320 39.6 323 31.1

09/08/95 3 356.2 3.9 62.45 46.2 370 50.5 401 45.5 395 45.0 382 39.7

09/08/95 4 351. 2 4.5 62.69 47.6 395 53.8 411 48.8 389 46.7 397 42.7

09/08/95 5 359.9 3.7 63.01 42.2 344 47.0 345 42.7 284 40.0 315 30.5

09/08/95 6 345.5 4.8 62.94 34.7 311 38.8 305 35.9 259 33.9 288 23.2

09/08/95 7 22.7 3.8 64.72 39.2 331 43.1 337 40.8 307 37.4 312 28.5

09/08/95 8 1.5 5.3 66.51 39.4 343 39.6 375 39.6 372 37.9 340 30.8 "

09/08/95 9 3.1 4.4 68.67 40.1 323 45.6 334 40.1 321 35.9 307 28.4

09/08/95 10 4.5 3.5 70.46 40. o· 325 44.7 341 41.1 315 36.6 311 28.6 ( 09/08/95 11 349.3 6.3 71.31 45.2 346 47.7 358 45.0 354 42.0 343 34.1

09/08/95 12 354.5 5.3 73.25 35.7 310 35.8 317 35.0 301 31.8 304 23.4

APPENDIX A, Page A-IO (
(

(

TABLE A-l (Continued)

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4

tion Speed Temp Diff Speed Diff Speed Diff Speed DiU Speed F'

Date Hr ..!..Q.ggl (MPH) l.:rL ..LE:l. (FPM) ..LE:l. (FPM) ..LE:l. (FPM) ..LE:l. (FPM) (m4/S3 )

09/08/95 13 280.1 4.1 76.55 35.5 307 36.8 329 34.2 297 30.2 302 23.0

09/08/95 14 316.1 4.6 77.72 34.7 319 33.6 346 32.1 323 31. 0 313 23.3

09/08/95 15 340.8 4 3 78.42 35.5 320 32.9 332 31.3 325 30.4 323 23.1

09/08/95 16 0.5 6 5 76.24 31.4 301 32.6 318 31.3 294 30.3 278 20.5

09/08/95 17 4.0 6 3 73.65 28.1 280 30.2 277 31.1 250 29.0 249 17.3

APPENDIX A, Page A-ll
Ohio EPA reviewed earlier calculations of plume rise. Ohio EPA

wanted plume rise (F') calculated for each pair of temperature

difference and velocity data and those values averaged rather than

using mean temperature difference· and mean velocity as input to the

equation. This suggested Frocedur~was followed using a source

length of 25 meters and source height of 1 meter for each matched

pair Dfdata. Results are listed irrthelastcolumn of Table A-I.

The F' determined from the September 2 through September 8, 1995

testing reported in Table A-I was 28.96 m4 /s 3 and compares favorably

to the F' of 31.20 m4 /s 3 measured at the No. 3 casthouseoverthe

period December 29, 1993 through January 5, 1994. The BLP input

files are presented as Table A-2 for BF No. 1 and Table A-3 for BF

No.5.

3.2 BOFROOF MONITOR

Testing was initiated on August 17 and concluded on August 28.

Data were recorded every 15 seconds and processed for hourly

averages. The hourly average data are presented in Table A-4.

Meteorological data from the West Virginia DEP tower are also

listed in Table A-4 and form the base temperature against which the

seven sensors are compared. A summary of the data in Table A-4 is

listed below:

(

(

(

(

(

(

(

Site 1

Site 2

Site 3

Site 4

Site 5

Site 6

Site 7

Mean for East Side

Mean for West Side

23.0

24.1

21.7

17.6

16.4

23.5

17.7

20.6

20.6

Speed (FPM)

542.4

579.1

513.2

518.5

456.4

385.4

305.1

521. 9

345.3

(

\.

APPENDIX A, Page A-12 (
(

(

. TABLE A-2

BLP INPUT FILE FOR BLAST FURNACE NO. 1

WPSC BF #1 Cast House Roof Monitor emissions at 1 g/s

&GEN

NLINES=l

NREC=10

LPART=.TRUE.

LCOMPR=.TRUE.

LINPUT=.TRUE.

LUTMS=.TRUE.

LTRANS=.FALSE.

I

&RISE

L=25.0

HB=14.9

WB=9.0

WM=1.0

DX=100.

FPRIME=29.0

I

&METIN

LMETIN=.FALSE.

IDSURF=94823

IYSURF=89

IDUPER=94823

IYUPER=89

ZMEAS=30.0

IDELS=l

IRU=l

IDAYS=365*1,0

I

&CALC

I

&OUTPUT

IPCL=l,O,O,O,O,O,O,O,O,O,l

I

533000.

533000.

533000.

529000.

532750.

532750.

533000.

533000.

532750.

532500.

532677.0

4466500.

4466000.

4466750.

4472000.

4467000.

4466750.

4466250.

4465750.

4465500.

4465750.

4466224.0

196.

196.

196.

335.

201.

201.

196.

196.

216.

280.

532702.0 4466224.0 14.9 1. 00 201. 2

APPENDIX A, Page A-13
TABLE A-3

BLP INPUT FILE FOR BLAST FURNACE NO. 5

WPSCBF #5 Cast House Roof Monitor emissions at 1 g/s

&GEN

NLINES=l

NREC=10

LPART=.TRUE.

LCOMPR=.TRUE.

LINPUT=.TRUE.

LUTMS=.TRUE.

LTRANS=.FALSE.

/

&RISE

L=25.0

HB=12.2

WB=9.0

WM=1.0

DX=100.

FPRIME=29.0

/

&METIN

LMETIN=.FALSE.

IDSURF=94823

IYSURF=89

IDUPER=94823

IYUPER=89

ZMEAS=30.0

IDELS=l

IRU=l

IDAYS=365*1,°

/

&CALC

/

&OUTPUT

IPCL=l,O,O,O,O,O,O,O,O,O,l

/

(

(

(

(

(

(

533000.

533000.

533000.

529000.

532750.

532750.

533000.

533000.

532750.

532500.

533615.0

4466500.

4466000.

4466750.

4472000.

4467000.

4466750.

4466250.

4465750.

4465500.

4465750.

4463076.0

196.

196.

196.

335.

20l.

20l.

196.

196.

216.

280.

533640.0 4463076.0 12.2 1. 00 204.2

APPENDIX A, PageA-14
"--~'.

TABLE A-4

HOURLY SUMMARY OF BASIC OXYGEN FURNACE ROOF MONITOR PLUME RISE RESULTS

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4 Site 5 Site 6 Site 7

tionSpeed Temp Diff Speed Diff Speed Diff Speed Diff Speed Diff. Speed Diff Speed Diff Speed F' (m'/s3)

Date Hr (MPH) .LIL J:L.l (FPM) J:L.l (FPM) J:L.l lIT!1L J:L.l (FPM) J:L.l (FPM) J:L.l (FPM) J:L.l (FPM) East RM West RM

08/17/95 18 348.6 8.2 82.42 19.1 602 18.0 716 13.7 620 14.6 596 15.0 535 12.1 367 8.3 212 155.4 47.0

08/17/95 19 337.8 8.6 79.07 20.2 556 19.0 659 16.8 600 17.7 590 17.1 543 16.0 286 11.2 209 169.0 53.6

08/17/95 20 3.3 4.0 77.31 20.6 562 21.3 651 18.6 575 17 .5 546 16.2 493 18.1 259 15.0 184 168.5 58.2

08/17/95 21 6.1 4.3 75.34 20.9 530 22.9 617 20.7 546 17.5 506 16.7 461 23.4 297 19.2 232 166.4 89.0

;l:::l 08/17/95 22 6.0 4.6 73.35 20.7 507 23.9 598 22.5 529 17 .9 498 17.2 457 24.2 305 19.2 226 168.1 91.3

'l:l 08/17/95 23 44.4 3.0 72.21 19.3 510 23.6 601 21.2 523 16.8 499 15.3 442 25.0 329 18.0 221 158.0 93.9

'l:l 08/18/95 0 34.3 2.8 71.92 17.4 478 20.7 575 17.8 503 16.6 504 14.5 435 21.6 324 18.1 209 139.0 84 .. 3 t:r:l

Z 08/18/95 1 112.0 3.1 72.51 16.1 487 19.1 593 16.4 518 15.7 511 14.0 441 19.1 286 17.3 171 132.9 66.4

0 08/18/95 2 55.5 3.8 71.71 16.8 460 20.3 542 17.6 477 16.7 485 14.8 426 23.8 357 19.1 259 132.0 105.0

H 08/18/95 3 45.7 2.1 72.08 16.2 467 19.0 552 16.3 488 15.4 495 14.2 434 21.8 351 17.5 243 126.8 93.0 :x: 08/18/95 4 68.8 2.5 72.08 15.9 481 18.7 559 15.1 486 13.4 478 12.2 415 21.3 317 14.4 182 117.1 71.2

;l:::l 08/18/95 5 36.4 3.3 71. 81 15.8 454 17.6 517 14.9 461 14.0 456 13.4 416 20.4 338 14.4 236 112.2 80.0 ... 08/18/95 6 57.8 4.1 71. 88 16.4 471 18.3 535 15.6 478 14,7 472 14.2 430 20.5 343 14.6 261 121.4 84.8

'l:l 08/18/95 7 25.5 5.3 73.07 15.7 343 16.7 389 14.4 348 13.9 360 14.0 310 18.5 409 14.2 349 83.9 99.2

OJ 08/18/95 8 359.1 4.0 73.82 14.6 407 15.6 467 14.3 423 13.4 430 13.6 403 19.2 383 13.7 289 97.8 88.3

l.Q 08/18/95 9 36.1 3.0 78.09 12.4 396 13.6 440 13.0 407 12.5 446 13.0 421 13.7 455 13.0 345 86.9 85.2

(]) 08/18/95 10 83.4 3.1 82.58 10.9 415 12.3 481 11.1 420 10.3 447 10.3 417 14.1 452 12.2 359 76.1 84.4

;l:::l 08/18/95 11 171.1 4.4 87.10 10,4 416 12.9 476 10.9 414 9.8 434 9.6 402 14.9 450 12.7 362 72.4 87.9

I 08/18/95 12 238.3 6.6 88.42 10.1 516 12.8 611 11.3 538 10.0 524 9.6 455 11.3 260 10.9 180 89.5 38.4

f-J 08/18/95 13 276.6 5.2 87.72 12.2 491 14.3 582 13.2 506 11.7 485 11.4 418 13.1 240 12.0 173 97.9 40.7

U1 08/18/95 14 320.7 6.7 89.44 10.8 525 10.4 629 10.2 568 11. 0 556 10.5 488 8.7 271 8.6 162 91.9 29.5

08/18/95 15 350.0 5.8 89.22 13.0 476 15.1 576 13.6 510 13.0 510 12.4 450 17.2 243 14.2 166 105.8 50.0

08/18/95 16 1.2 7.0 88.56 13.3 384 14.5 482 13.6 441 13.4 464 13.5 423 15.8 290 13.6 279 93.8 65.3

08/18/95 17 24.1 5.5 85.36 17 .3 332 17.3 415 16.3 389 16.3 433 16.3 372 17.1 349 16.1 333 101.4 88.6

08/18/95 18 34.8 7.2 82.92 9.0 315 11. 5 266 11.8 228 11. 9 280 11.5 234 16.9 535 16.7 462 46.8 131.6

08/18/95 19 35.8 8.8 80.14 12.7 267 14.0 306 13.0 284 12.5 315 10.8 254 18.4 500 16.1 402 57.2 122.8

08/18/95 20 47.8 4.3 74.27 18.1 464 18.5 550 17.5 50.6 16.5 515 15.3 453 18.8 387 17 .4 282 136.3 96.4

08/18/95 21 105.1 2.7 69.86 19.1 472 19.8 554 19.0 509 18.4 522 17.5 473 18.7 393 19.0 287 152.2 102.7

Oi/18/95 22 117.7 3.8 70.01 17 .8 465 19.1 526 17.9 473 16.1 488 15.1 432 20.0 396 17.7 307 131.8 106.2

08/18/95 23 105.9 2.8 68.73 17.6 474 19.8 552 17 .6 497 15.9 498 14.6 434 24.4 382 17 .1 268 135.3 107.9

08/19/95 0 96.3 2.7 67.00 19.1 490 21.8 553 19.1 490 15.8 481 14.4 422 23.9 359 18.1 288 141.8 109.0

08/19/95 1 31. 5 3.3 65.61 22.3 544 26.2 602 22.0 513 17.2 485 16.3 429 28.6 368 20.9 269 172.3 126.0

08/19/95 2 55.5 2.3 64.72 24.2 567 27.2 592 23.3 518 18.6 508 17,1 444 30.3 366 20.2 273 186.7 129.0

08/19/95 3 79.1 2.5 63.79 23.9 566 27.6 592 23.0 523 18.9 515 16.9 444 28.6 377 20.9 259 187.7 126.2

08/19/95 4 87.3 3.1 63.78 22.5 551 24.6 561 21.0 500 17.8 496 15.9 428 26.5 374 18.8 254 166.9 114.5

08/19/95 5 79.4 2.1 63.20 2,.2.7 557 24.1 566 21. 6 484 17 .1 485 15.8 424 26.5 346 16.7 246 165.0 103.2

08/19/95 6 68.8 1.6 64.63 22.9 555 24.8 546 21.4 492 17.3 498 16.6 432 23.2 366 16.1 292 167.7 104.5

08/19/95 7 61.3 2.0 70.16 19.1 509 21.2 504 16.5 470 14.2 479 14.7 429 21.1 415 12.9 306 131.7 98.5
TABLE A-4 (Continued)

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4 Site 5 Site 6 Site 7 tion Speed Temp Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed F' (m4 /s 3 ) Date Hr.mm (MPH) :.L:I.l.- i.L..t (E'PM) J.I..:l. •(FPM) J.I..:l. .i!1'.lli- J.I..:l. (FPM) J.I..:l. (FPM) J.I..:l.. (FPM) J.I..:l. (FPM) Ea.st RM West RM

08/19/95 8 86.7 2.5 77.42 17.3 402 17.8 416 14.6 382 12.1 400 12.1 356 17.9 462 10.7 377 92.1 95.6 08/19/95 9 124.6 6.5 83.76 13.8 348 13.7 426 11.1 391 9.1 391 9.1 348 14.3 428 7.6 370 68.5 69.3 08/19/95 10 131. 2 7.3 86.96 13.2 379 14.0 387 12.4 382 10.3 392 10.9 348 14.1 506 9,1 463 72.2 88.5 08/19/95 11 166.7 8.3 89.25 11.2 457 12.8 499 10.0 460 8.8 469 7.0 414 16.0 470 9.2 384 72.0 84.2 08/19/95 12 182.1 7.8 90.30 13.4 427 14.1 468 10.3 422 8.4 416 7.0 372 17 .4 441 9.5 365 70.2 84.6 08/19/95 13 194.5 6.8 90.79 16.4 455 15.4 516 11. 9 471 10.6 479 10.3 4.37 17 .4 435 11.4 334 95.1 86.2 08/19/95 14 190.5 7.0 92.57 17.6 522 19.3 588 15.9 517 11.5 518 10.8 462 24.4 436 13.2 32.3 121.4 109.8

:J::l 08/19/95 15 160.4 5.8 92.80 20.4 502 22.3 566 18.3 493 11.9 481 11.3 434 26.5 448 14.7 326 128.8 122.3 '"0 08/19/95 16 130.5 4.8 92.26 19.7 534 21.0 630 16.3 544 11. 9 535 10.8 464 20.0 286 13.7 223 133.6 66.3 '"0

tr:l 08/19/95 17 86.4 4.3 90.21 22.5 480 21.4 538 16.1 493 14.1 495 12.6 440 23.5 449 15.4 357 131.5 121.0

Z 08/19/95 18 87.9 5.1 84.09 27.5 458 24.2 541 20.7 498 19.3 499 18.9 450 25.5 490 21.4 411 168.1 163.7

0 08/19/95 19 101.0 6.1 79.08 26.1 436 24.7 536 22.3 490 21.0 500 20.7 462 25.8 512 21.8 408 174.2 171.1 H

:x: 08/19/95 20 122.4 4.5 74.22 31.2 511 29.5 607 26.4 552 23.9 586 22.7 513 28.6 503 24.5 386 232.2 185.1

08/19/95 21 113.0 3.5 72.33 30.6 495 30.3 572 26.6 537 24.2 555 24.0 499 28.4 511 24.9 420 226.8 195.2

:J::! 08/19/95 22 98.3 3.6 70.52 34.4 518 33.6 556 28.4 523 24.5 548 24.1 486 28.5 500 25.0 416 239.9 193.4

08/19/95 23 93.2 3.4 69.70 31. 0 571 30.4 555 26.2 518 22.7 529 22.4 475 28.2 494 23.0 387 222.2 178.6

'"0 08/20/95 o 111. 9 2.9 68.25 32.2 573 32.8 544 29.0 493 23.2 530 22.5 479 28.5 488 23.7 388 231.4 181.4

OJ 08/20/95 1 121. 8 3.2 67.07 31.7 546 31. 0 562 26.3 503 22.7 525 22.0 474 27.9 490 23.4 408 221.7 183.3 \Q 08/20/95 2 108.3 3.6 66.99 29.7 575 30.7 575 26.2 522 22.1 549 21.5 490 28.5 482 23.4 389 224.5 179.8 CD 08/20/95 3 131. 6 5.2 66.51 30.4 605 31.5 600 26.0 530 20.8 550 20.2 497 29.2 467 22.1 366 228.4 170.2

:J::! 08/20/95 4 116.2 3.5 65.87 30.8 557 29.6 559 24.0 514 20.0 517 19.8 469 26.0 465 20.3 384 207.6 157.4

I 08/20/95 5 132.0 4.5 65.66 27.4 585 27.6 577 22.8 524 19.2 540 19.1 471 24.0 452 19.5 377 200.7 144.9 f-l

0'\ 08/20/95 6 115.7 5.5 67.35 26.9 602 28.6 59.3 23.9 537 19.5 558 19.2 498 25.2 465 19.7 369 210.2 149.8

08/20/95 7 123.6 4.4 72.09 27.4 614 28.0 587 23.7 524 16.9 543 16.0 478 22.7 466 16.2 371 195.1 129.8

08/20/95 8 166.0 5.1 77.59 26.9 611 26.0 590 21.1 513 14.7 540 14.4 489 21.0 513 14.5 425 178.2 131.8

08/20/95 9 189.0 6.2 81.45 25.0 608 25.1 586 22.5 519 15.0 532 14.1 482 22.0 531 14.2 455 173.7 140.3

08/20/95 10 195.1 5.1 84.60 23.5 622 24.5 621 19.4 553 14.4 575 14.2 508 20.0 455 14.1 383 172.5 111.9

08/20/95 11 207.6 5.4 87.34 18.6 579 21.7 569 18.2 515 13.2 554 12.8 495 19.2 458 13.4 347 142.9 102.4

08/20/95 12 191.1 5.3 89.79 19.4 555 20.1 562 16.1 502 12.5 531 12.1 474 18.9 518 13.2 401 130.8 114.6

08/20/95 13 200.7 5.8 90.80 21.1 570 21.1 579 16.1 535 13.1 544 12.1 479 19.3 513 13.6 388 140.1 114.9

08/20/95 14 165.3 4.8 91.60 22.2 545 24.8 514 21.9 444 15.4 484 12.8 443 19.8 441 13.2 344 145.4 100.3

08/20/95 15 132.6 5.0 92.38 20.6 562 22.0 557 17.6 496 13.0 509 11. 9 453 19.5 368 13.2 266 135.5 80.2

08/20/95 16 156.0 3.8 91.24 18.9 565 20.1 584 18.7 514 12.2 503 11.3 448 21. 3 328 14.3 230 131. 6 76.8

08/20/95 17 85.1 3.7 87.87 19.2 506 20.8 515 19.5 455 14.8 453 13.8 425 22.4 356 16.3 254 129.0 91.5

08/20/95 18 63.6 3.0 81. 33 23.3 559 24.7 580 23.4 516 18.8 516 18.0 .466 25.6 361 19.3 269 178.3. 110.3

08/20/95 19 96.1 2.8 76.75 23.0 540 24.2 575 23.0 507 18.0 485 16.8 424 23.0 351 18.0 277 167.6 101. 6

08/20/95 20 127.8 3.3 74.12 21.5 544 23.2 583 20.5 524 17.4 521 17.0 459 21.0 372 17.3 310 166.4 103.8

08/20/95 21 126.6 3.4 72.02 22.8 547 22.3 575 19.1 512 17 .4 522 16.6 454 19.0 365 17 .3 271 163.5 92.3

08/20/95 22 127.3 4.0 72.62 23.7 546 23.5 579 21.0 510 16.3 520 14.7 449 20.9 339 16.0 257 164.5 87.8

08/20/95 23 140.5 4.4 72.28 23.8 576 23.0 607 19.7 539 16.5 554 16.2 471 19.0 363 15.8 274 173.6 88.7

08/21/95 o 127.0 4.0 71.32 24.8 600 24.9 618 23.0 548 17 .0 554 15.5 474 21.3 308 17 .2 211 187.2 79.8

~~

,~-.

.~. ,- ,-- r· /-'" " "'" .....,
TABLE A-4 (Continued)

/--,

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4 Site 5 Site 6 Site 7

tion Speed Temp Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed DiffSpeed F' (m'/s3) Dat~ Hr (MPH) .LKL .IT..:L (FPM) .IT..:L (FPM) .IT..:L .IT..:L (FPM) .IT..:L (FPM) .IT..:L (FPM) .IT..:L (FPM) East RM west RM

08/21/95 1 127.5 3.9 70.63 26.4 623 25.8 645 21;9 563 18.0 580 17 .9 507 21;6 389 17.8 279 204.3 105.2

08/21/95 2 110.8 3.3 69.34 23.Z 598 24.9 616 23.7 551 17.9 552 16.. 5 472 23.9 338 18.2 214 189.3 92.8

08/21/95 3 80.2 2.3 68.45 27.0 638 27.0 640 25.3 575 18.8 569 16.8 485 24.8 337 19.2 208 213.1 95.8

08/21/95 4 101;2 2.8 67.81 27.4 646 26.4 650 25.5 575 18.7 564 16.8 474 23.6 313 18.4 203 213.3 86.8

08/21/95 5 30.4 2.9 67.34 28.0 640 27.5 648 27.3 579 20.1 564 17.8 474 24.7 335 20.2 210 223.7 97.9

08/21/95 6 2.6 4.0 68.94 25.5 626 25.9 643 25.2 559 17.0 541 14.0 441 23.5 327 17.4 209 193.2 87.7

08/21/95 7 359.2 4.1 70.75 25.7 570 25.3 555 22.2 500 16.8 529 15.7 448 21;3 374 15.8 278 175.3 96.8

;J::l 08/21/95 8 13.1 3.7 73.92 26.1 534 27.8 525 25.5 448 18.3 506 15.4 451 22.1 400 16.4 330 176.2 111;7

'U 08/21/95 9 344.6 4.6 78.43 21;1 520 24.2 540 22.1 488 15.3 512 13 .1 458 21;0 388 15.6 283 152.2 97.0

'U 08/21/95 10 344.8 5.6 82.30 19.8 524 21;7 522 20.7 465 14.5 482 12.1 426 17 .0 342 12.8 284 134.9 73.6 t:r.l

Z 08/21/95 11 9.7 4.5 83.84 19.5 571 21;7 611 20.5 540 15.5 557 13.8 479 16.5 287 12.8 185 157.1 54.4

0 08/21/95 12 266.2 6.3 86.94 13.9 596 13.3 660 13.7 581 10.5 551 9.2 470 7.5 200 9.1 167 109.0 24.1

H 08/21/95 13 282.4 7.6 87.69 13.0 589 10.5 660 11.0 581 11;1 547 9.5 476 5.2 281 6.4 258 99;0 24.8 :x: 08/21/95 14 282.1 9.2 90.14 12.6 644 12.1 760 11;6 671 12.7 636 12.6 556 4.8 294 8.0 273 125.9 28.7

;J::l 08/21/95 15 298.7 10.9 89.72 15.9 731 14.9 842 12.8 752 14 .3 715 14.8 623 5.2 361 5.6 319 166.0 29.1 .. 08/21/95 16284.6 11.9 88.53 20.0 763 15.2 862 11.0 784 12.8 750 14.6 652 10.4 481 3.2 210 175.2 37.2

'U 08/21/95 17293.4 10.3 87.45 19.3 718 18.8 802 15.8 700 15.2 670 15.8 588 12.3 281 10.2 179 184.1 40.7

OJ 08/21/95 18 327.1 8.5 82.88 21;4 654 21;7 728 19.1 645 18.4 620 18.2 549 17.7 252 13.4 117 197.4 45.2

lQ 08/21/95 19 343.9 6.9 77.25 25.2 643 26.2 718 23.2 613 21;7 599 21.0 535 19.2 250 14.7 99 228.7 46.9

<D 08/21/95 20 355.9 6.6 71.79 27.4 587 29.6 643 26.4 553 23.4 538 21.9 467 28.4 278 21.7 151 226.4 84.9

;J::l 08/21/95 21 10.7 4.5 66.00 29.0 550 31;9 598 29.4 520 24.2 483 22.1 418 33.5 346 26.4 191 223.1 127.2

I 08/21/95 22 71;,5 2.5 64.02 26.1 576 28.8 654 26.8 562 21;0 509 19.3 432 27.7 292 22.3 161 213.9 90.7

f--! 08/21/95 23 133.9 5.0 63.75 22.5 564 25.0 624 21.5 541 18.5 539 16.3 450 25.5 345 18.5 266 182.3 108.3 -..J 08/22/95 o 137.7 4.3 63.50 25.0 .584 26.7 623 21;8 539 18.0 543 15.8 465 26.0 386 18;3 287 190.8 120.1

08/22/95 1 124.0 3.5 62 .. 49 26.9 614 27.6 638 24.6 557 18.3 546 16.5 479 27.3 348 18.2 255 208.3 110.6

08/22/95 2 70.3 2.7 60.85 28.9 602 29.7 637 28.4 552 19.7 527 18.1 450 26.2 318 19.6 209 222.7 97.6

08/22/95 3 10.1 4.4 60.14 34.9 634 32.6 604 28.6 535 22.0 545 21.1 461 29.1 351 20.8 265 248.4 124.0

08/23/95 14 233.7 5.3 83.79 14.2 525 18.2 577 14.6 499 11. 0 514 10.4 472 22.0 467 13.8 368 111.7 117.0

08/23/95 15 245.7 5.8 84.37 15.5 546 19.8 592 16,9 524 12.3 538 11;2 473 23.5 343 15.2 24.8 127.2 89.2

08/23/95 16 248.7 4.7 84.45 19.3 656 22.2 721 21;3 615 13.2 591 12.1 505 21.2 200 16.3 121 170.3 47.0

08/23/95 17 234.9 5.6 82.56 23.2 638 25.5 697 25.4 599 16.3 563 14.1 468 26.1 193 20.6 119 193.5 56.6

08/23/95 18 63.0 3.1 75.25 23.3 539 30.5 592 27.5 510 19.8 523 18.7 463 33.0 345 24.8 247 198.0 133.4

08/23/95 19 110.5 3.4 67.99 25. 573 30.5 606 28.8 525 19.7 527 18.2 471 31;3 369 22.5 242 210.9 130.3

08/23/95 20 132.6 4.1 64.50 29.0 604 30.8 629 27.7 539 19.6 535 17 .4 462 31;4 374 21.5 278 220.8 137.7

08/23/95 21 143.9 4.0 62.43 28.5 606 29.5 633 27.9 546 18.8 528 16.7 457 31;8 374 21;1 273 216.4 137.1

08/23/95 22 128.0 3.5 61;10 27.3 605 28.6 642 27.5 547 18.3 526 16.1 456 29.4 360 20.1 239 211;2 119.4

08/23/95 23 137.0 4.3 60.12 29.7 600 29.0 616 26.9 525 18.6 531 16.8 458 27.8 386 18.9 299 213.5 129.4

08/24/95 o 135.6 4.2 58.88 27.7 608 28.2 617 26.8 547 18.0 536 16.6 465 28.6 391 19.5 284 211.0 131;5·

08/24/95 1 137.1 4.5 58.92 26.6 593 26.4 601 25.1 531 16.3 517 15.0 462 25.8 377 17.7 318 192.4 123.0

08/24/95 2 129.5 4.2 59.31 24.2 599 24.6 604 24.0 540 16.2 551 14.1 483 24.4 395 17.2 331 186.6 123.0
TABLE A-4 (Continued)

Follansbee 30m

Direc- Site

1 Site

2 Site

3 Site

4 Site

5 Site

6 Site

7 tion Speed Temp Diff Speed DifLSpeed Diff Speed Diff Speed DiffSpeed Diff Speed Diff Speed F' (m' /S3) Date Hr.~ (MPH) ..LKL 10 (FPM) 10 (FPM) 10 JKR!iL 10 (FPM) 10 (FPM) 10 (FPM) 10 (FPM) East RM~

08/24/95

3 96.8

3 ..0 59.32 26.2 619 26.3 619 25.0 528 16.6 529 12.7 455 25.5 343 16.6 281 191.1 106.9 08/24/95 4 129.7 4.2 58.59 24.2 594 24.2 588 22.8 508 15.1 519 12.7 461 25.1 369 16.3 292 172.7 111.6 08/24/95 5 111.4 4.4 57.83 22.2 606 23.3 609 23.0 538 14.9 542 13.6 482 25.5 381 16.4 280 176.4 113.0 08/24/95 6 108.1 4.8 57.89 20.9 581 22.6 597 22.6 517 14,0 509 12.7 454 25.0 356 15.4 247 161.8 99.6 08/24/95 7 115.1 4.0 60.20 18.6 535 22.5 558 19.1 497 14.0 496 12.7 437 24.5 388 17.1 292 143.5 115.0 08/24/95 8 143.5 4.2 65.63 16.1 511 20.1 532 17.2 472 12.4 476 12.1 436 20.9 397 16.0 344 122.9 110.5 08/24/95 9 159.2 4.8 73.73 10.8 463 15.1 500 11.1 449 8.6 457 8.1 424 16.8 436 13.1 363 79.6 95.7

:J::! 08/24/95 10 198.0 5.0 80.78 11.3 460 15.0 499 11.3 448 8.4 461 8.4 426 15.4 364 10.8 290 79.6 68.0 'l:1

'l:1

08/24/95 11 255.5 5.1 84.28 14.2 564 16.8 630 14.2 545 10.1 525 8.9 442 10.6 238 7.9 158 109.7 29.1

t:':l 08/24/95 12 236.8 7.1 86.96 13.3 560 16.6 628 14.9 555 10.8 534 8.9 452 12.0 265 11.2 184 110.6 41.0 Z 08/24/95 13 266.6 7.3 87.66 15.0 594 17 .6 690 17 .0 585 11.5 549 9.4 454 9.6 217 12.1 155 126.8 31.8 H0 08/24/95 14 273.0 9.2 88.09 18.4 650 18.7 746 17.2 643 14.5 602 12.0 501 8.7 260 10.4 222 158.3 36,3

:x: 08/24/95 15 322~1 10.3 85.74 22.6 745 19.7 817 18.7 717 16.8 680 12.3 582 10.8 368 6.2 194 199.1 37.9 08/24/95 16 347.8 10.7 82.63 24.9 731 21.0 813 18.5 712 17 .2 682 12.7 606 15.1 425 7.5 188 209.4 55.0

..

:J::! 08/24/95 17 348.9 9.7 80.44 23.0 635 21.4 711 17.8 643 16.5 639 13.3 598 20.9 406 8.0 199 186.8 69.3 08/24/95 18 341.7 10.1 77.86 26.0 757 20.9, 836 16.7 716 17.6 702 13.5 614 11.7 453 6.0 195 216.9 46.1

'l:1 08/24/95 19 347.4 7.9 76.21 26.5 703 25.7 771 23.4 649 19.6 626 16.1 527 15.2 252 10.9 126 229.7 39.5

PJ 08/24/95 20 357.4 8.8 74.45 26.6 595 25.5 638 25.0 558 20.8 557 16.0 458 20.5 258 15.6 220 201.

8 68.7 to 08/24/95 21 1.7 8.0 70.49 25.7 414 26.0 459 26.6 443 21.3 459 17.4 400 28.3 359 21.8 390 161.6 148.5 CD 08/24/95 22 343.2 6.7 66.16 29.4 495 30.7 493 30.2 442 24.8 477 21.3 429 29.4 380 23.6 373 202.5 158.8

:J::! 08/24/95 23 337.2 5.1 63.06 30.0 517 31.0 517 29.3 464 24.5 487 23.2 435 31.2 462 25.2 428 213.4 200.2 I 08/25/95 0 0.2 3.0 59.81 34.0 513 33.4 499 30.7 452 25.2 478 25.0 429 33.2 489 25.7 454 225.1 222.4 J---I

OJ 08/25/95

1 1.8 3.7 57.24 34.4 550 34.9 543 32.3 473 25.7 508 25.0 455 34.1 478 26.8 411 247.4 217.4

08/25/952 16.3 3.4 54.88 33.0 550 33.5 539 29.8 475 24.6 498 24.1 446 34.9 457 25.7 371 235.2 202.4

08/25/95

4 353.6 4.3 54.69 33.1 587 32.9 576 30.8 502 23.6 531 22.3 472 33.1 465 24.7 386 246.6 199.0

08/25/955 3.9 4.7 55.31 31.1 578 31.2 574 29.9 500 23.1 519 22..

0 460 32.1 449 23.8 382 234.2 188.0

08/25/95

6 353.2 5.4 57.52 28.0 543 27.8 548 28.5 474 24.2 491 19.4 415 28.2 424 22.9 393 204.7 169.0

08/25/957 11.3 5.6 62.10 25.5 553 25.6 554 25.2 482 19.7 493 16.9 422 25.0 454 19.7 412 182.6 156.3

08/25/95

8 20.7 6.5 66.64 23.5 471 22.3 502 21.0 433 15.0 453 13.5 388 25.1 477 16.2 438 138.1 151.8

08/25/959 27.0 5.8 71. 76 20.4 453 19.7 493 18.5 440 13.5 453 13.3 ;398 21.7 479 14.6 437 122.5 133.0

08/25/95 10 27.1 7.2 75.24 19.2 471 19.6 502 17.8 446 13.2 453 12.8 403 21.5 442 14.6 390 119.8 117.4

08/25/95 11 47.4 6.6 79.34 14.0 397 16.4 450 15.3 397 10.7 395 10.4 344 18.4 417 13.6 379 84.3 100.9

08/25/95 12 15.9 6.7 81.36 12.3 358 14.1 389 12.8 341 10.1 366 9.9 308 17.2 456 12.4 428 66.3 103.5

08/25/95 13 9.8 8.2 81.69 15.7 412 17.5 464 16.3 416 12.0 416 11.1 360 20.1 347 14.0 335 95.0 91.5

08/25/95 14 21.2 7.8 84.04 10.5 374 12.7 429 11.

6 377 9.3 391 9.2 352 16.3 377 11.9 375 65.0 83.5

08/25/95 15 13.0 8.3 84.22 13.3 402 16.3 477 15.3 420 11.7 441 11.

6 395 21.8 386 16.1 378 91.

8 113.1

08/25/95 16 6.4 7.5 83.77 15.7 424 19.1 503 17.0 447 13.4 459 12.7 404 23.7 293 15.3 313 109.6 92.3

08/25/95 17 16.4 6.9 81. 80 18.1 446 20.8 521 19.9 469 15.3 483 14.3 426 23.7 228 17.8 317 130.4 88.4

08/25/95 18 29.9 5.9 73.85 23.9 454 26.5 514 25.0 466 21.2 455 20.6 403 31.1 356 24.6 339 169.6 151.5

08/25/95 19 35.4 8.6 72.30 22.7 490 24.6 543 22.7 486 19.5 482 19.3 429 27.0 420 20.4 335 167.9 141.

5

08/25/95 20 65.0 4.8 67.44 25.7 564 28.1 604 23.5 541 19.8 542 18.8 479 29.3 413 21.0 321 202.2 146.9

~.

/0---', r--.,

r

-- ,- .~ A. '"" "" -. ~,
TABLE A-4 (Continued)

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4 Site 5 Site 6 Site 7

tion Speed Temp Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed F' (m'/s3)

Date Hr (MPH) ilL .i..t:l (FPM) .i..t:l (FPM) .IT.:l. J..ITliL .i..t:l (FPM) .i..t:l (FPM) .i..t:l (FPM) .i..t:l (FPM) East RM West RM

08/25/95 21 45.2 2.5 60.04 30.5 602 33.2 652 28.8 570 23.0 563 22.0 493 33.9 388 24.8 293 254.4 160.0

08/25/95 22 74.5 2.5 58.61 30.2 618 32.2 673 29.9 585 22.3 571 20.9 476 31.1 371 23.3 276 255.3 141. 8

08/25/95 23 16.5 2.2 57.05 30.5 615 32.5 647 27.8 579 24.2 592 22.9 493 30.9 402 24.5 302 260.6 157.4

08/26/95 0 66.2 2.1 56.82 29.6 613 31.4 643 27.1 568 23.0 591 20.6 479 30.9 400 23.9 299 246.9 154.8

08/26/95 1 80.5 2.1 56.50 29.8 636 31.0 655 26.5 579 22.8 609 20.5 502 31.2 413 23.3 298 252.4 156.7

08/26/95 2 45.8 2.2 55.27 26.5 600 28.9 634 25.9 569 22.1 583 20.3 494 31.4 418 23.0 306 232.1 159.6

08/26/95 3 94.1 2.5 54.80 25.2 589 28.4 637 25.2 566 21. 5 579 20.9 504 29.5 390 22.3 281 227.4 141. 4

08/26/95 4 75.0 1.6 54.27 26.9 615 28.6 649 25.4 576 21.3 581 19.6 492 29.3 387 22.4 278 231.7 140.0

I1j 08/26/95 5 105.2 2.4 54.12 26.3 588 27.9 629 24.3 560 20.6 566 18.7 481 29.0 395 21.3 307 217.7 144.0

I1j

t'1

Z 08/26/95 16 67.4 4.5 89.77 15.1 432 17 .9 520 15.3 466 14.7 454 14.9 419 22.8 448 16.6 364 111.1 123.5

0 08/26/95 17 31.6 4.7 86.48 15.6 366 18.9 465 16.5 433 16.6 432 16.2 387 23.7 449 18.7 366 109.0 133.8

H 08/26/95 18 26.3 5.1 79.26 21.7 430 24.6 526 22.5 472 22.0 481 21. 6 434 28.6 401 23.8 310 164.9 144.9 X 08/26/95 19 82.4 2.6 72.83 25.0 538 27.7 619 24.6 554 23.7 564 23.4 507 31.5 435 25.2 322 218.3 168.2

::t::' 08/26/95 20 117.4 3.0 69.04 29.6 573 31. 2 613 27.3 550 24.9 567 23.6 500 32.3 445 25.6 361 242.1 183.9

08/26/95 21 72.3 1.4 65.51 31.7 629 33.2 659 28.6 590 25.4 605 24.3 528 34.5 411 26.3 288 273.7 168.1

I1j 08/26/95 22 93.0 1.8 63.59 32.9 655 33.8 686 30.0 608 25.8 628 25.1 542 33.7 433 26.6 310 292.8 177.9

OJ 08/26/95 23 124.9 3.7 63.47 32.1 654 32.8 699 28.8 613 24.3 630 23.5 544 32.1 417 25.1 283 283.3 159.5

\Q 08/27/95 0 73.2 2.2 61.75 33.2 658 33.7 639 30.2 572 23.8 583 23.0 516 30.7 401 23.3 334 272.9 159.0

(I) 08/27/95 1 53.4 2.0 60.73 29.2 633 30.7 654 30.1 582 22.8 571 22.4 505 32.8 394 24.1 279 255.7 153.3

08/27/95 2 18.2 3.6 61. 70 27.5 628 29.0 652 29.0 579 21.5 556 20.7 462 29.5 366 21. 6 266 236.2 129.8

I 08/27/95 3 18.1 3.5 60.78 25.2 586 27.9 637 27.5 561 20.3 532 18.6 459 28.5 339 20.2 228 214.2 111.4

f-' 08/27/95 4 35.2 2.6 59.97 25.5 592 27.6 638 27.3 567 20.4 544 19.5 479 29.4 359 20.5 246 219.4 121.8

\.0 08/27/95 5 40.0 2.8 59.45 24.3 567 26.3 610 25.8 539 19.8 522 18.5 455 28.6 350 19.3 255 200.4 117.3

08/27/95 6 59.4 2.2 59.92 23.6 578 26.2 632 24.5 555 18.7 535 18.4 465 27.2 379 19.4 277 199.9 123.7

08/27/95 7 6.0 2.9 64.33. 24.2 583 25.8 611 23.1 545 18.6 546 18.1 485 26.6 423 18.2 335 195.9 136.6

08/27/95 8 355.3 3.1 71. 44 25.9 593 25.8 598 22.5 523 18.1 541 17.2 480 23.3 438 16.9 381 190.4 131. 3

08/27/95 9 348.7 3.5 79.08 24.6 556 24.6 551 21.7 480 16.5 525 15.4 462 20.5 434 13.6 387 166.3 110.7

08/27/95 10 358.1 5.6 84.77 23.0 531 24.4 515 22.3 451 17 .3 493 15.9 437 20.5 400 14.6 375 155.4 106.4

08/27/95 11 17 .8 7.6 88.63 21.8 471 22.8 481 2~.5 436 16.3 482 15.8 422 19.0 360 14.6 373 139.3 95.8

08/27/95 12 358.4 8.3 89.52 21.9 467 24.3 469 22.3 420 17 .7 471 15.9 410 20.8 399 15.8 366 141.0 108.4

08/27/95 14 5.4 7.5 91. 90 21.0 475 24.1 474 22.8 421 17 .2 468 14.9 408 22.5 415 16.9 367 138.2 118.5

08/27/95 15 355.8 7.9 92.24 19.4 498 20.9 508 21.0 455 15.8 477 12.9 419 21.9 303 14.9 309 130.9 86.8

08/27/95 16 359.7 8.4 9.0.98 22.0 499 24.4 511 24.6 444 19.7 479 14 .8 421 24.5 299 17 .8 339 152.7 103.7

08/27/95 17 0.4 8.6 87.93 23.7 495 24.1 523 25.1 478 23.1 519 16.7 459 23.8 243 19.9 364 171. 9 102.4

08/27/95 18 2.0 7.4 80.73 27.8 482 28.6 502 29.8 453 28.8 497 21.7 441 29.5 289 27.1 392 201.1 148.9

08/27/95 19 25.9 3.9 71. 43 33.4 515 33.5 526 33.5 449 30.1 480 26.6 425 33.3 357 28.3 355 235.2 171.5

08/27/95 20 6.8 5.0 68.51 31. 8 544 33.6 557 30.3 505 27.2 513 26.1 472 35.3 429 28.9 377 243.3 203.0

08/27/95 21 4.2 5.1 67.59 36.1 552 35.9 573 34.1 510 28.3 521 27.2 472 36.6 447 29.0 390 266.8 215.4

08/27/95 22 352.8 4.5 67.65 37.0 571 35.8 580 34.0 511 27.2 521 25.4 459 35.8 444 28.1 406 264.8 213.4

08/27/95 23 352.9 4.8 66.97 33.6 523 32.8 547 32.6 487 24.6 485 23.2 444 33.4 439 25.6 432 230.8 203.1
:J::!

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H

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o

TABLEA-4 (Continued)

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4 Site 5 Site 6 Site 7

tion Speed Temp Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed Diff Speed F' (m4 /s')

Date Hr~ (MPH) nL .iLL. (FPM) .iLL. (FPM) .iLL. (FPM) .iLL. (FPM) .iLL. (FPM) .iLL. (FPM) .iLL. (FPM) East RM West RM

08/28/95 o 343.8 5.4 65.81 27.6 477 30.3 512 30.4 457 24.5 467 23.2 429 32.7 408 25.5 392 202.6 184.5

08/28/95 1 35.8.3 5.6 66.52 27.7 522 29.0 539 28.2 483 22.9 492 21.6 442 31.0 417 23.8 408 204.2 179.5

08/28/95 2 354.4 4.9 65.18 29.9 555 30.8 546 29.7 479 24.1 507 22.5 466 30.4 420 23.5 353 222.7 165.9

08/28/95 3 349.0 4.6 63.46 31.1 574 30.6 577 28,4 512 23.7 535 23.3 494 30.4 425 23.7 359 235.7 169.4

08/28/95 4 354.5 4.7 63.11 29.5 543 28.0 559 26.1 490 21.8 501 21.3 474 28.5 415 22.1 365 208.6 158.2

08/28/95 5 12.7 4.6 62.85 28.9 560 28.1 581 25.7 509 22.1 523 21.6 487 28.1 4.39 22.6 376 215.8 165.7

08/28/95 6 7.2 3.5 63.05 28.4 561 27.9 573 25.0 509 21.4 521 20.9 47.3 27.0 427 20.8 375 209.3 154.1

08/28/95 7 350.6 4.0 67.19 26.3 544 27.2 549 23.7 495 19.1 510 18.5 459 25.7 420 19.0 380 187.7 143.1

08/28/95 8 0.4 3.6 71.15 28 .. 9 594 27.8 593 24.0 521 18.4 541 18.0 497 25.5 479 18.2 431 204.0 158.1

08/28/95 9 339.2 5.1 75.55 29.5 594 30.2 562 27.8 484 20.4 529 18.5 454 23.4 421 17 .2 404 208.0 132.5

08/28/95 10 12.0 3.6 80.45 23.8 571 23.6 568 20.6 491 14.2 522 14.0 483 20.8 475 14.3 425 159.3 124.5

08/28/95 11 213.6 4.7 85.05 23.8 636 23.5 620 19.4 540 12.7 549 12.2 491 20.5 428 13.0 334 162.2 99.9

(" ,- ,~ ,-

.

,--' "'" ,- "r....,

.

~,
(

(

preliminary testing results from August 2 through August 10, 1995

show that the operational status of any single vessel does not have

a dramatic effect on the temperature difference and exhaust

velocity from the roof monitor. As long as one of the two vessels

is operational, we expect that the mean values listed above are

representative of BOF operations. Accordingly, the above results

can be used for both Vessel A and Vessel B in calculating the. F'

for BLP.

As noted by Ohio EPA for the blast furnace, two changes were

suggested for the BOF RM, specifically:

• recalculate plume rise as the average· of plume rise

calculated from matched pairs of temperature increase and

velocity; and

• use only the separation distance between sensors. and not

roof opening dimensions to determine maximum active roof

length for plume rise.

Ohio EPA suggested that the maximum roof length should be 72 meters

because the text of the earlier report indicated \\ sensors were

spaced at approximately 9 meter intervals," which has been

clarified in this version to be 9.2 meter spacing. A total roof

length of 73.5 meters results from the 9.2 meter spacing.

Plume rise was recalculated for each match pair of temperature

difference and velocity. Results are presented in the last two

columns of Table A-4 for a source length of 73.5 meters and a

source height of 2. 4 meters. The East RM had a plume rise of

167.9 m4 /s 3 • The West RM had a plume rise of 110.9 m4 /s 3 • The BLP

manual recommends averaging the two values. Therefore, the F' will

be:

APPENDIX A, Page A-21
(

F1 = (167.9 + 110.9) /2 = 139.4 m 4 /s 3 (

The BLP input file for the BOF RM is presented in Table A-5. The

F' of 139.4 m4 /s 3 developed .from the August 1995 testing is larger

than the 114.0 m4/s 3 developed from the limited testing conducted

in March 1994.

3.3 BATTERIES

Testing was initiated on August 31 and concluded on September 7.

Data were recorded every 15 seconds and processed for hourly

averages. The hourly average data are presented in Table A-6.

Meteorological data from the ·West Virginia DEP tower are also

listed in Table A-6 and form the base temperature against which the

four sensors are compared. A summary of the data in TableA-q is

listed below:

(

(

(

Site 1

Site 2

Site 3

Site 4

Mean

23.87

22.43

31. 40

28.55

26.56

Speed .(FPM)

210.1

148.6

210.4

189.9

189.8

(

<-

The 112 hours of testing resulted in a mean temperature difference

of 26.56 FO and a mean exhaust speed of 189.8 feet per minute.

Since the sensors were located above the battery and inside the

highest temperature and velocity area (near doors and standpipes),

the entire width of the battery is considered in the plume rise

equation in the initial submittal of results to the agencies. Ohio

EPA required that the width of· the battery considered for plume

rise be limited to that distance separating the sensors or

APPENDIX A,Page A-22
(

\

(

TABLE A-5

BLP INPUT FILE FOR BASIC OXYGEN FURNACE ROOF MONITOR

WPSC BOF Roof Monitor emissions at 1 g/s

&GEN

NLINES=1

NREC=10

LPART=.TRUE.

LCOMPR=.TRUE.

LINPUT=.TRUE.,

LUTMS=.TRUE.

LTRANS=.FALSE.

I

&RISE

L=73.5

HB=51.2

WB=90.0

WM=2.5

DX=100.

FPRIME=139.4

I

&METIN

LMETIN=.FALSE.

IDSURF=94823

IYSURF=89

IDUPER=94823

IYUPER=89

ZMEAS=30.0

IDELS=1

IRU=1

IDAYS=365*1,0

/

&CALC

I

&OUTPUT

IPCL=1,0,0,0,0,0,0,0,0,0,1

/

(

533000.

533000.

533000.

529000.

532750.

532750.

533000.

533000.

532750.

532500.

533643.0

4466500.

4466000.

4466750.

4472000.

4467000.

4466750.

4466250.

4465750.

4465500.

4465750.

4462578.0

196.

196.

196.

335.

201.

201.

196.

196.

216.

280.

533672.0 4462667.0 51.2 1. 00 204.2

APPENDIX A, Page A---23
(

TABLE A-6 (

HOURLY SUMMARY OF BATTERY NO. S

PLUME RISE RESULTS

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4

tion Speed Temp Diff Speed DiH Speed Diff Speed DiH Speed F'

Date .!i1;:, llliilll. (MPH) .L'1:.L iLl. (FPM) iLl. (FPM) iLl. (FPM) iLl. .(FPM) (m4/s 3 )

08/31/95 18 215.8 8.0 86.31 14 .2 258 15.7 109 31.5 257 37.9 172 435.3

08/31/95 19 217.3 7.9 84.26 26.2 272 17.3 105 41.8 223 47.4 154 545.0

08/31/95 20 250.8 7.5 82.90 21.2 294 21. 6 156 46.4 258 51. 4 163 666.4

08/31/95 21 300.7 5.2 79.96 12.3 252 15.5 142 47.0 209 55.1 132 524.6 (

08/31/95 22 1.5 3.0 74.92 18.8 251 24.6 198 58.3 170 41.7 302 727.8

09/01/95 8 356.6 7.2 68.60 19.6 207 13.6 153 8.5 287 5.2 173 223.9

09/01/95 9 0.7 8.8 70.55 17.7 207 9.5 169 11.2 367 11.8 172 266.0

09/01/95 10 0.4 8.1 70.72 15.7 167 8.3 178 30.9 223 23.5 159 325.8

09/01/95 11 352.1 8.3 71. 09 23.0 212 14.3 180 34.7 243 25.3 138 426.0

09/01/95 12 352.2 6.9 72.32 26.2 256 21. 0 183 31.0 193 26.6 187 483.4

09/01/95 13 345.8 9.4 72.92 23.5 238 23.3 241 33.7 228 25.6 175 526.2 (

09/01/95 14 340.1 12.0 74.33 17.3 209 15.0 196 30.3 235 29.8 201 438.5

09/01/95 15 335.6 14.8 74.47 16.8 230 15.5 242 26.1 307 21.8 220 454.5

09/01/95 16 332.4 12.7 74.11 14.4 223 16.6 217 17.4 209 15.0 285 338.7

09/01/95 17 346.1 11. 2 72.88 17.9 226 13.8 245 17.4 327 15.3 236 381.5

09/01/95 18 343.9 9.4 70.10 19.0 216 21.2 191 15.4 273 22.6 277 428.3

09/01/95 19 359.6 7.6 65.07 29.7 214 20.1 214 30.8 261 34.6 174 564.6

09/01/95 20 359.6 6.8 60.83 31.9 215 20.4 200 46.9 215 38.3 123 586.6

09/01/95 21 9.1 5.9 57.37 34.1 233 22.0 161 52.8 111 38.9 88 497.4 ( 09/01/95 22 5.3 5.2 55.56 35.6 301 37.8 291 51. 9 106 39.6 93 736.9

09/01/95 23 26.8 3.1 53.92 36.3 272 40.9 293 51.3 70 40.6 93 696.2

09/02/95 9 351. 3 7.9 65.59 21.0 202 17.6 157 26.3 202 16.4 196 354.6

09/02/95 10 15.0 7.5 68.39 17.4 202 14.1 144 27.4 227 23.9 172 353.4

09/02/95 11 335.3 7.5 70.17 21.1 220 15.9 154 24.6 289 17.3 248 411. 2

09/02/95 12 344.2 8.1 71.80 17.4 212 16.1 162 32.8 225 32.0 191 439.0

09/02/95 13 332.2 7.9 73.18 19.7 236 16.0 161 36.5 203 33.6 165 454.9

09/02/95 14 334.0 7.4 74.20 22.5 245 17.9 155 38.5 210 33.7 176 495.1

09/02/95 15 356.1 9.0 74.69 24.7 267 22.8 198 41.5 217 33.9 183 591.4

09/02/95 16 339.7 8.7 74.68 23.6 282 23.5 210 42.4 197 38.4 166 607.0

09/02/95 17 336.2 8.1 73.42 20.3 211 17.5 133 40.2 194 38.1 191 473.3

09/02/95 18 333.9 5.8 69.69 17.2 180 21. 3 150 42.3 185 50.7 151 489.7

09/02/95 19 64.2 2.5 61.60 32.2 247 27.0 137 52.3 224 46.9 237 750.2 t 09/02/95 20 113.2 3.1 57.60 32.4 206 26.1 93 45.2 300 43.4 290 742.0

09/02/95 21 130.6 3.5 56.01 29.2 130 23.7 49 47.1 226 41. 3 249 527.2

09/02/95 22 124.1 3.6 54.43 28.8 146 24.1 57 37.7 298 38.2 312 602.6

09/02/95 23 134.5 4.1 53.59 26.4 100 21. 0 26 21.7 343 33.7 391 515.7

09/03/95 9 162.1 5.9 68.58 22.2 176 24.4 103 4.4 186 6.7 152 206.2

09/03/95 10 192.3 6.3 75.53 21.7 239 23.7 147 12.3 163 16.3 152 294.5

09/03/95 11 213.3 7.2 78.59 21.8 281 21. 9 150 26.4 190 28.8 187 446.2 (

09/03/95 12 267.9 7.8 79.43 16.0 212 20.5 148 34.7 169 39.5 209 453.1

09/03/95 13 277.8 8.2 79.69 14.3 236 19.7 139 41.7 188 49.0 200 524.3

09/03/95 14 279.2 7.5 79.80 18.6 266 23.1 138 45.4 195 48.3 247 628.1

09/03/95 15 272.8 6.6 79.95 18.0 237 25.0 144 44.1 192 40.3 259 583.1

09/03/95 16 250.4 6.7 78.34 18.3 196 22.8 111 49.5 198 51. 9 205 554.5

09/03/95 17 268.1 8.1 77.08 15.9 188 22.8 145 58.1 155 63.0 172 574.9

09/03/95 18 278.3 8.0 74.46 26.0 240 25.9 153 60.8 147 65.2 172 688.2 \ 09/03/95 19 290.0 6.5 72.54 32.3 293 30.4 157 58.4 140 62.4 159 747.4

09/03/95 20 48.3 2.7 69.40 35.3 249 45.7 268 49.7 235 48.4 223 956.6

09/03/95 21 147.4 3.9 67.99 31.0 193 24:7 122 46.9 214 42.7 229 613.9 (

09/03/95 22 135.0 3.3 65.36 28.6 134 23.4 89 45.6 220 41.1 235 528.2

09/03/95 23 141. 0 4.0 62.69 28.5 99 23.7 81 45.1 220 39.9 304 545.5

APPENDIX A, Page A"""24 (
( TABLE A-6 (Continued)

Follansbee 30 m

Direc- Site 1 Site 2 Site 3 Site 4

tion Speed Temp Diff Speed Diff Speed Diff Speed Diff. Speed F'

Date ,!g -ill§.9:l. (MPH) ilL J...tl (FPM) ..LEl. (FPM) JJ.::l. (PPM) ..LEl. (FPM) (m4ls 3 )

09/04/95 10 318.6 8.7 75.28 17.2 249 12.1- 161 18.5 249 11. 6 202 292.4

09/04/95 11 357.3 8.0 77.05 21.0 224 12.2 165 31.5 248 24.8 157 399.6

09/04/95 12 3.8 7.6 78.95 22.2 238 15.6 165 32.8 216 26.3 174 429.2

09/04/95 13 351.4 8.8 80.92 25.5 283 20.4 193 29.5 219 26.3 185 497.1

09/04/95 14 341. 9 10.0 81. 73 24.2 309 23.2 197 31.0 198 28.3 192 529.1

09/04/95 15 338.5 7.7 80.19 19.1 211 18.5 161 33.3 217 33.8 161 436.1

09/04/95 16 352.9 8.8 80.47 19.0 228 12.8 176 34.1 286 21. 9 194 434.1

09/04/95 17 346.1 8.3 78.79 16.8 231 10.2 164 26.2 260 17.6 183 335.4

09/04/95 18 354.8 7.5 73.57 24.9 188 14.9 146 22.7 302 15.7 143 346.4

09/04/95 19 12.0 6.6 65.87 27.1 173 ! 19.2 102 29.8 145 25.5 105 304.4

09/04/95 20 4.9 5.6 62.24 36.4 257 24.1 132 37.4 121 25.6 102 429.8

09/04/95 21 11. 9 4.2 60.58 37.8 308 28.0 182 26.2 150 16.6 188 516.4

09/04/95 22 46.6 3.5 57.82 34.9 276 33.1 204 24.7 155 16.8 193 523.1

09/04/95 23 97.6 3.0 55.81 36.2 201 29.1 89 23.6 184 15.0 199 406.0

09/05/95 8 289.0 3.0 61. 48 29.9 264 38.9 284 15.9 197 9.5 183 504. 5

09/05/95 9 348.7 3.6 68.18 22.8 187 17.6 144 15.3 192 4.1 173 241.1

09/05/95 10 12.6 7.4 73.43 20.4 196 16.5 182 9.6 230 1.8 182 220.0

09/05/95 11 11. 6 7.9 77.30 21. 0 211 15;3 153 -3.0 362 -5.6 251 156.4

09/05/95 12 11.6 9.6 79;73 16.6 220 10.4 178 1.7 326 1.8 176 157.8

09/05/95 13 4.2 11. 5 81. 03 17.0 196 9.6 199 12.8 310 7.3 168 232.0

09/05/95 14 21. 6 9.1 82.33 18.5 201 12.4 182 12.9 269 7.0 160 233.8

09/05/95 15 18.5 8.7 82.83 18.9 210 11.8 182 17.7 247 10.3 153 262.3

( 09/05/95 16 16.2 7.9 82.80 26.1 246 26.2 209 17.5 223 7.8 141 355.6

09/05/95 17 22.3 7.3 81.47 31.2 255 33.6 241 19.8 200 12.2 161 461.3

09/05/95 18 42.8 4.5 74.11 29.1 173 23.2 107 29.4 144 20.7 112 308.5

09/05/95 19 136.1 3.3 67.34 33.2 182 25.8 89 23.3 208 16.0 220 391. 6

09/05/95 20 136.2 3.6 64.39 31.2 158 24.6 88 14.7 276 11.4 229 355.1

09/05/95 21 137.6 3.8 61. 71 30.4 92 25.4 67 10.2 233 8.2 222 265.3

09/05/95 22 141. 0 3.4 60.25 29.3 80 22.2 59 -6.2 354 6.3 214 215.2

09/05/95 23 122.9 3.5 58.99 31.7 75 24.4 62 12.0 245 12.0 236 288.9

09/06/95 9 196.0 3.6 73.52 24.2 198 26.0 119 1.2 241 6.0 186 245.2

09/06/95 10 206.2 5.2 80.36 20.5 184 23.9 98 11.7 178 15.6 129 237.9

09/06/95 11 220.6 4.8 83.86 29.9 296 27.1 144 23.4 173 25.0 167 453.5

09/06/95 12 166.4 6.0 86.14 28.2 274 23.2 119 32.2 156 33.9 148 447.6

09/06/95 13 142.2 5.3 86.57 22.0 216 23.9 113 40.4 174 40.9 167 463.5

09/06/95 14 121. 6 5.5 87.30 23.2 254 24.3 143 43.1 181 42.6 169 539.1

09/06/95 15 235.2 6.6 88.00 15.3 231 23.3 129 40.3 179 27.0 279 474.3

09/06/95 16 241.1 5.9 86.68 17.8 217 23.2 106 45.7 227 43.8 215 542.1

09/06/95 17 242.6 5.6 84.85 19.5 206 23.6 116 59.7 151 63.5 107 517.4

09/06/95 18 97.2 3.0 75.92 30.8 210 27.6 126 67.7 269 64.5 259 887.6

09/06/95 19 146.0 4.1 70.07 30.6 138 24.2 73 58.2 226 53.0 256 633.1

09/06/95 20 139.9 4.4 67.46 36.2 123 55.4 284 41.3 132 34.0 171 654.9

09/06/95 21 140.6 4.1 64.14 33.6 127 31. 6 101 33.2 137 25.3 169 374.3

09/06/95 22 136.8 3.8 61.94 30.3 112 25.3 109 29.3 126 19.7 163 3 0 9. 2

09/06/95 23 134.3 4.2 61. 04 30.0 73 22.6 70 29.8 88 19.6 142 219.0

09/07/95 7 167.5 5.0 62.63 26.1 268 33.9 145 12.6 101 13.7 87 299.8

09/07/95 8 172.8 8.4 70.65 17.1 171 27.3 139 10.5 141 12.4 121 221. 2

09/07/95 9 178.3 10.0 75.26 17.7 193 25.0 106 18.0 158 12.0 181 263.6

09/07/95 10 176.9 8.9 77.92 13.9 160 21. 9 117 16.5 184 2.7 280 232.4

09/07/95 11 197.1 8.5 80.40 13.7 163 22.1 109 24.1 158 17.6 205 276.5

09/07/95 12 235.8 7.2 82.56 14.2 211 23.0 148 34.5 161 39.5 190 435.4

09/07/95 13 267.7 8.4 82.44 20.1 231 23.4 147 37.3 157 41. 6 205 497.2

09/07/95 14 242.8 6.8 81. 91 28.9 316 28.7 145 37.8 135 45.7 157 579.0

09/07/95 15 220.6 7.0 80.48 15.9 189 26.3 99 44.2 123 50.9 140 414.0

09/07/95 16 228.6 6.3 79.47 12.1 143 24.1 112 50.3 115 57.9 126 391. 4

APPENDIX A, Page A-25
TABLE A-6 (Continued)

Follansbee 30m

Direc- Site 1 Site 2 Site 3 Site 4

tion Speed Temp Diff Speed Diff Speed DiffSpeed Diff Speed F'

Date Hr~ (MPH) ..LE.L ..!.L1. (FPM ) ..!.L1. (FPM) ..!.L1. (FPM) ..!.L1. (FPM) (m4 /s 3 )

09/07/95 17 286.6 6.1 77.03 15.3 172 24.4 125 46.3 179 54.3 189 513.0

09/07/95 18 21.3 3.5 73.99 26.3 212 26.5 154 33.9 264 36.6 252 605.6

09/07/95 19 77.3 3.0 70.63 29.5 228 25.3 153 21.4 321 -1. 0 240 541.4

09/07/95 20 104.7 3.0 69.35 27.7 130 23.2 70 24.2 264 20.2 229 375.5

09/07/95 21 145.7 3.6 67.95 27.3 86 22.0 56 20.3 210 20.0 249 307.8

09/07/95 22 52.8 4.2 65.63 31. 9 204 28.8 158 28.4 160 25.2 189 461.3

APPENDIX A, Page A'-26

(

(

(

(

(

(
(

9.8 meters. Plume rise was calculated for Battery 8 using a source

length of 103 meters and a source width of 9.8 meters for each

matched pair of data. Result~ are listed in Table A-6. Average

plume rise for Battery 8 was 449.7 m4 /s 3 by this method.

No testing was done for Batteries 1, 20r 3. No COG crass-over

pipes exist for the other batteries. Results from Battery 8 .were

used as a guide for the other batteries. Temperature difference

and exhaust flows were assumed to be one-half those of Battery 8

for Batteries 1, 2 and 3 because of the pusher side· shed on

Batteries 1, 2 and 3. Again, matched pairs of reduced temperature

difference and reduced velocity scaled from Battery B coupled with

a source length of 110.5 meters for the three batteries and a

source width of 9.8 meters gave hourly plume rises listed in

Table A-7. Average plume rise .for Battery 1, 2 and 3 block was

123.8 m4 /s3 •

The estimated plume rise is 123.8 m4 /s 3 for Batteries 1, 2 and 3 and

449.7 m4 /s 3 for Battery 8. Batteries 1, 2 and 3 are 110.5 meters

long or 7 percent longer than Battery 8. Reducing the measured

temperature difference and velocity by one-naIf from Battery 8 to

Batteries 1, 2 ano 3 would yield a plume rise for Batteries 1, 2

and 30fonly one-quarter that for. Battery 8,far the same length

batteries. Adding the additionallengt~forthe old battery block

increases the plume rise to approximately 28 percent of that for

Battery 8. This value can also be . checked against the battery

stack firing rates in Appendix B. 3, Page B. 3-2. The combined

underfire. rate for Batteries 1, 2 and 3 is 63 percent of the rate

for Battery 8. Based on this energy input comparison, one might

expect plume rise from the old battery block to be 63 percent of

that from Battery 8. The reduction to only 28 percent for the old

battery block is probably attributable to the coke side shed on the

old battery block.

APPENDIX A, Page A~27
TABLE A-7

LISTING OF HOURLY PLUME RISE.FROM BATTERIES 1, 2, 3 AND 8

AT FOLLANSBEE COKE PLANT

F'(m4 /s3 ). F '(m4 / S3) F' (m4 /s3 ) F' (m4 /s3 )

Date Hr _8_ 1,2&3 Date Hr _8_ 1,2&3 Date Hr _8_ 1,2&3 Date Hr _8__ 1,2&3

08/31/95 18 435.3 119.4 09/02/95 18 489.7 135.3 09/04/95 19 304.4 83.6 09/06/95 18 887.6 248.2 08/31/95 19 545.0 150.5 09/02/95 19 750.2 208.6 09/04/95'20 429.8 118.6 09/06/95 19 633.1 176.2 08/31/95 20 666.4 184.3 09/02/95 20 742.0 205.8 09/04/95 21 516.4 142.0 09/06/95 20 654.9 182.3 08/31/95 21 524.6 144.8 09/02/95 21 527.2 146.1 09/04/95 22 523.1 143.9 09/06/95 21 374.3 103.3

>' 08/31/95 22 727.8 201.5 09/02/95 22 602.6 166.5 09/04/95 23 406.0 111.6 09/06/95 22 306.2 84.1

ttl

ttl

09/02/95 23 515.7 141. 7 09/06/95 23 219.0 60.1

trl 09/01/95 8 223.9 60.7 09/05/95 8 504.5 138.3

0

Z 09/01/95 9 266.0 72.2 09/03/95 9 206.2 56.1 09/05/95 9 241.1 ,65.6 09/07/95 7 299.8 82.0

H 09/01/95 10 325.8 89.0 09/03/95 10 294.5 80.3 09/05/95 10 220.0 59.7 09/07/95 8 221.2 60.2 :x: 09/01/95 11 426.0 116.8 09/03/95 11 446.2 122.4 09/05/95 11 156.4 42.2 09/07/95 9 263.6 71.9

>' 09/01/95 12 483.4 132.8 09/03/95 12 453.1 124.6 09/05/95 12 157.8 42.6 09/07/95 10 232.4 63.1 ... 09/01/95 13 526.2 144.5 09/03/95 13 524.3 144.6 09/05/95 13 232.0 62.9 09/07/95 11 276.5 75.5

ttl 09/01/95 14 438.5 120.1 09/03/95 14 628.1 173.6 09/05/95 14 233.8 63.4 09/07/95 12 435.4 119.7 OJ

lQ 09/01/95 15 454.5 124.1 09/03/95 15 583.1 160.9 09/05/95 15 262.3 71.3 09/07/95 13 497.2 137.0

CD 09/01/95 16 338.7 92.2 09/03/95 16 554.5 153.5 09/05/95 16 355.6 97.0 09/07/95 14 579.0 160.2

>' 09/01/95 17 381.5 103.9 09/03/95 17 574.9 159.7 09/05/95 17 461.3 126.4 09/07/95 15 414.0 114.5

I 09/01/95 18 428.3 116.9 09/03/95 18 688.2 192.0 09/05/95 18 308.5 84.7 09/07/95 16 391.4 108.4 IV

CD 09/01/95 19 564.6 155.5 09/03/95 19 747.4 208.7 09/05/95 19 391. 6 107.4 09/07/95 17 513.0 141.9

09/01/95 20 586.6 162.4 09/03/95 20 956.6 267.0 09/05/95 20 355.1 97.1 09/07/95 18 605.6 167.0

09/01/95 21 497.4 138.0 09/03/95 21 613.9 170.1 09/05/95 21 265.3 72.4 09/07/95 19 541.4 148.6

09/01/95 22 736.9 205.2 09/03/95 22 528.2 146.2 09/05/95 22 215.2 58.4 09/07/95 20 375.5 102.9

09/01/95 23 696.2 194.1 09/03/95 23 545.5 150.9 09/05/95 23 288.9 78.9 09/07/95 21 307.8 84.3

09/07/95 22 461.3 127.0

09/02/95 9 354.6 96.9 09/04/95 10 292.4 79.5 09/06/95 9 245.2 66.6

09/02/95 10 353.4 96.6 09/04/95 11 399.6 109.4 09/06/95 10 237.9 64.9 Mean 449.7 123.8

09/02/95 11 411.2 112.3 09/04/95 12 429.2 117.6 09/06/95 11 453.5 124.5

09/02/95 12 439.0 120.4 09/04/95 13 497.1 136.4 09/06/95 12 447.6 123.2

09/02/95 13 454.9 125.0 09/04/95 14 529.1 145.3 09/06/95 13 463.5 127.8

09/02/95 14 495.1 136.2 09/04/95 15 436.1 119.7 09/06/95 14 539.1 148.8

09/02/95 15 591. 4 163.1 09/04/95 16 434.1 118.7 09/06/95 15 474.3 130.2

09/02/95 16 607.0 167.5 09/04/95 17 335.4 91.4 09/06/95 16 542.1 149.6

09/02/95 17 473.3 130.3 09/04/95 18 346.4 94.6 09/06/95 17 517.4 143.9

/"""

,~ ,-- r-- r-

~~

,-" ,...., ~.
(

(

The BLP input files for Batteries 1, 2, 3 and 8 are presented in

Tables A~8, A~9, A~10 and A~ll, respectively. An F' value of

123 .. 8 m4 /s 3 reflects the combined plume rise of Batteries 1, 2 and

3. F' for each battery would be one-third of that value or

41.3 m4 /s 3 • Individual battery length would be 36.8 meters.

APPENDIX A1 Page A-29
TABLE A-8

BLP INPUT FILE BATTERY NO. 1

WPSC FOLLANSBEE BATTERY 1 emissions at 1 g/s

&GEN

NLINES=1

NREC=382

LPART=.TRUE.

LCOMPR=.TRUE.

LINPUT=.TRUE.

LUTMS=.TRUE.

LTRANS=.FALSE.

1

&RISE

L=36.8

HB=7.0

WB=13.7

WM=1.0

DX=10.0

FPRIME=41.3

1

&METIN

LMETIN==.FALSE.

IDSURF=94823

IYSURF==89

IDUPER=94823

IYUPER=89

ZMEAS=10.0

IDELS=1

IRU=1

IDAYS=365*1,0

1

&CALC

1

&OUTPUT

IPCL=1,1,0,0,0,0,0,0,0,0,1

1

(

(

(

{

(

(

533000.

533000.

533000.

529000.

532750.

532750.

533000.

533000.

532750.

532500.

533250.0

4466500.

4466000.

4466750.

4472000.

4467000.

4466750.

4466250.

4465750.

4465500.

4465750.

4466095.0

196.

196.

196.

335.

201.

20l.

196.

196.

216.

280.

533266.0 4466065.0 7.0 1. 00 205.7

(

<.

APPENDIX A, Page A-30
(

(

'TABLE A-9

BLP INPUT FILE BATTERY NO. 2

WPSC FOLLANSBEE BATTERY 2 emissions at 1 g!s

&GEN

NLINES=l

NREC=382

LPART=.TRUE.

LCOMPR=.TRUE.

LINPUT=.TRUE.

LUTMS=.TRUE.

LTRANS=.FALSE.

!

&RISE

L=36.8

HB=7.0

WB=13.7

WM=l'.°

DX=10.0

FPRIME=41.3

!

&METIN

LMETIN=.FALSE.

IDSURF=94823

IYSURF=89

IDUPER=94823

IYUPER=89

ZMEAS=10.0

IDELS=l

IRU=l

IDAYS=365*1,0

!

&CALC

!

&OUTPUT

IPCL=l,l,O,O,O,O,O,O,O,O,l

!

533000.

533000.

533000.

529000.

532750.

532750.

533000.

533000.

532750.

532500.

533290.0

4466500.

4466000.

4466750.

4472000.

4467000.

4466750.

4466250.

4465750.

4465500.

4465750.

4465602.0

196.

196.

196.

335.

201.

201.

196.

196.

216.

280.

533306.0 4465989.0

APPENDIX A, Page A-3l

7.0 1. 00 205.7
TABLE A-lO

BLP INPUT FILE BATTERY NO. 3

WPSC FOLLANSBEE BATTERY 3 emissions at 1 g/s

&GEN

NLINES=l

NREC=382

LPART=.TRUE.

LCOMPR=.TRUE.

LINPUT=.TRUE.

LUTMS=.TRUE.

LTRANS=.FALSE.

I

&RISE

L=36.8

HB=7.0

WB=13.7

WM=1.0

DX=10.0

FPRIME=41.3

I

&METIN

LMETIN=.FALSE.

IDSURF=94823

IYSURF=89

IDUPER=94823

IYUPER=89

ZMEAS=10.0

IDELS=l

IRU=1

IDAYS=365*1,0

I

&CALC

I

&OUTPUT

I PCL=l , 1, 0, 0 , 0, 0, 0, 0, 0, 0, 1

I

(

(

(

(

(

{

533000.

533000.

533000.

529000.

532750.

532750.

533000.

533000.

532750.

532500.

533324.0

4466500.

4466000.

4466750.

4472000.

4467000.

4466750.

4466250.

4465750.

4465500.

4465750.

4465956.0

196.

196.

196.

335.

201.

201.

196.

196.

216.

280.

533346.0 4465915.0 7.0 1. 00 205.7

(

APPENDIX A, Page A-32
(

(

TABLE A-II

BLP INPUT FILE BATTERY NO. 8

WPSC FOLLANSBEE BATTERY 8 emissions at 1 g/s

&GEN

NLINES=l

NREC=382

LPART=.TRUE.

LCOMPR=.TRUE.

LINPUT=.TRUE.

LUTMS=.TRUE.

LTRANS=.FALSE.

/

&RISE

L=103.0

HB=13.7

WB=17.0

WM=15.5

DX=100.0

FPRIME=449.7

/

&METIN

LMETIN=.FALSE.

IDSURF=94823

IYSURF=89

IDUPER=94823

IYUPER=89

ZMEAS=10.0

IDELS=l

IRU=I

IDAYS=365*1,0

/

&CALC

/

&OUTPUT

IPCL=l,l,O,O,O,Or O,O,OIO,l

/

533000.

533000.

533000.

529000.

532750.

532750.

533000.

533000.

532750.

532500.

533542.0

4466500.

4466000.

4466750.

4472000.

4467000.

4466750.

4466250.

4465750.

4465500.

4465750.

4465584.0

196.

196.

196.

335.

201.

201.

196.

196.

216.

280.

533591.0 4465492.0 13.7 1. 00 205.7

APPENDIX A, Page A-33
4.0 REVIEW

The BLP plume rise for the BOF and BF's was presented at the Air &

Waste Management Association conference on April 2, 1998 entitled

\\ Environmental Innovations in the Metals Industry for the 2pt

Century." The paper is included as Appendix A.3.

Plume rise from Battery No. 8 was presented to a joint rneetingof

the U.S. EPA, their contractors, American Coke and Coal Chemicals

Institute and their consultants. EPA accepted the plume rise data

for use in :r;isk assessment dispersion modeling.

APPENDIX A, Page A-34

(

(

c

(

(