EPA-650/2-75-057-B

July 1975
Environmental  Protection Technology  Series
                                               SURVEY
                                        OF  FLUE  GAS
                      DESULFURIZATION  SYSTEMS
           LA CY6NE STATION, KANSAS CITY POWER AND LIGHT CO.
                           AND KANSAS GAS AND ELECTRIC CO.
                                       U.S. Environmental Protection Agency
                                        Office of Research and Development
                                             Washington, D. C. 20460

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                                      EPA-650/2-75-057-B
                     SURVEY
                 OF  FLUE  GAS
      DESULFURIZATION  SYSTEMS
LA CYGNE  STATION, KANSAS CITY  POWER  AND LIGHT CO,
         AND KANSAS GAS AND ELECTRIC CO.
                         by

             Gerald A. Isaacs and Fouad K. Zada

            PEDCo-Environmental Specialists, Inc.
                       Suite 13
                    Atkinson Square
                  Cincinnati, Ohio 45246
              Contract No. 68-02-1321, Task 6b
                   ROAP No. 21ACX-130
                Program Element No. 1AB013
             EPA Project Officer: Norman Kaplan

                Control Systems Laboratory
            National Environmental Research Center
          Research Triangle Park, North Carolina 27711
                     Prepared for

          U.S. ENVIRONMENTAL PROTECTION AGENCY
           OFFICE OF RESEARCH AND DEVELOPMENT
                WASHINGTON, D.C.  20460

                       July 1975

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                       EPA REVIEW NOTICE

This report has been reviewed by the National Environmental Research
Center - Research Triangle Park, Office of Research and Development,
EPA, and approved for publication.  Approval does not signify that the
contents necessarily reflect the views and policies of the Environmental
Protection Agency, nor does mention of trade  names or commercial
products constitute endorsement or recommendation for use.
                   RESEARCH REPORTING SERIES

Research reports of the Office of Research and Development, U.S. Environ-
mental Protection Agency, have been grouped into series.  These broad
categories were established to facilitate further development and applica-
tion of environmental technology.  Elimination of traditional grouping was
consciously planned to foster technology transfer and maximum interface
in related fields.  These series are:

          1.  ENVIRONMENTAL HEALTH EFFECTS RESEARCH

          2.  ENVIRONMENTAL PROTECTION TECHNOLOGY

          3.  ECOLOGICAL RESEARCH

          4.  ENVIRONMENTAL MONITORING

          5.  SOCIOECONOMIC ENVIRONMENTAL STUDIES

          6.  SCIENTIFIC AND TECHNICAL ASSESSMENT REPORTS

          9.  MISCELLANEOUS

This report has been assigned to the ENVIRONMENTAL PROTECTION
TECHNOLOGY series.  This series describes research performed to
develop and demonstrate instrumentation,  equipment and methodology
to repair or prevent environmental degradation from point and non-
point sources of pollution.  This work provides the new or improved
technology required for the control and treatment of pollution sources
Lo meet environmental quality standards.
This document is available to the public for sale through the National
Technical Information Service, Springfield, Virginia 22161.

                Publication No. EPA-650/2-75-057-b
                                11

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                      TABLE OF CONTENTS

                                                           Page

LEST OF FIGURES                                             iv

LIST OF TABLES                                             iv

ACKNOWLEDGMENT                                          v

SUMMARY                                                    Vi

1.0  INTRODUCTION                                          1-1

2.0  FACILITY DESCRIPTION                                  2-1

3.0  FLUE GAS DESULFURIZATION SYSTEMS                      3-1

     3.1  Process Description                              3-1

     3.2  Design Parameters                                3-5

     3.3  Installation Schedule                            3-8

     3.4  Cost Data                                        3-8

4.0  FGD SYSTEM PERFORMANCE ANALYSIS                       4-1

     4.1  General Discussion                               4-1

     4.2  Start-up Problems, Solutions and Cost            4-4

     4.3  Process Modifications for Future                 4-8
          Installations

APPENDIX A  PLANT SURVEY FORM                              A-l

APPENDIX B  PLANT PHOTOGRAPHS                              B-l

APPENDIX C  OPERATING DATA                                 C-l
                                11]

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                       LIST OF FIGURES

Figure                                                      Page

 3.1      Flow Diagram of One of the Seven FGD Modules      3-2
                       LIST OF TABLES

Table                                                       Page

 2.1      Pertinent Data on Plant Design, Operation         2-3
          and Atmospheric Emissions

 3.1      Summary of Data:  Particulate and S02             3-6
          Scrubbers

 3.2      Summary of Data:  FGD System Hold Tanks           3-7

 3.3      Typical Pressure Drop Across Components           3-7
          of FGD Train

 4.1      Availability Summary - La Cygne, 1974             4-3
                              IV

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                       ACKNOWLEDGMENT





     This report was prepared under the direction of Mr.



Timothy W. Devitt.  Principal authors were Dr. Gerald A.



Isaacs and Mr. Fouad K. Zada.



     Initial project officer for the U.S. Environmental Protection



Agency was Mr. Wade H. Ponder.  Information and data on



plant operation were provided during and subsequent to the



survey visit by Mr. Cliff McDaniel, Kansas City Power &



Light Company, and by Mr. Jack Stewart, Babcock and Wilcox,



Incorporated.  Mr. Charles D. Fleming was responsible for



editorial review of this report.



     The authors appreciate the efforts and cooperation of



everyone who participated in the preparation of this report.

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                           SUMMARY




     The wet limestone flue gas desulfurization system at



the La Cygne Power Station of the Kansas City Power and



Light Company was designed and installed by The Babcock and



Wilcox Company.  It was built as an integral part of the



electric power generating facility.



     The system consists of seven particulate and SO-



scrubbing modules, with on-site limestone grinding and



storage facilities.  All flue gases are treated, and the



ductwork does not provide for the bypassing of flue gas



around the modules.



     Since the system was first placed in service in February



1973, several modifications have been made to alleviate the



many operating problems associated with an undertaking of



this magnitude.  At the present time, a particulate efficiency



of 97 to 99 percent is being attained.  The SO- removal



efficiency ranges between 70 and 83 percent.



     The spent limestone slurry is discharged to a 160-acre



pond.  Water from the pond is recycled for use in the



process.



     The initial installed capital cost of the flue gas



desulfurization system was $34 million, or $41/KW (based on



a net rated capacity of 820 MW).  Subsequent equipment modi-

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fications have increased the cost to about $45 million or

$55/KW.  The estimated cost for maintenance and operation of

the system, including limestone, is 1.79 mills/KWH.  This

figure does not include any capital charge to account for

amortization, interest or taxes.

     Pertinent data on the facility and the FGD system are

presented below.
          SUMMARY OF FGD DATA, LA CYGNE POWER STATION
Unit rating, MW  (net)

Fuelr

     BTU/lb
     Ash, percent
     Sulfur, percent

FGD vendor

Process

New or retrofit

Start-up date

FGD modules

Efficiency, percent:

     Particulates

     so2

Sludge disposal


Unit cost
820

Coal

8,200 to 10,200
20-30
5-6

Babcock and Wilcox

Wet limestone scrubbing

New

February 1973

7



97-99

70-83

Unstabilized sludge
disposed in unlined pond.

Capital, $55/KW; operating
cost estimated at 1.79 mills/
KWH, not including amortization,
taxes, and insurance.
                              VI3.

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                      1.0  INTRODUCTION




     The Control Systems Laboratory of the U.S. Environ-



mental Protection Agency (EPA) has initiated a study to



evaluate the performance characteristics and degree of



reliability of flue gas desulfurization (FGD) systems on



coal-fired boilers in the United States.  This report on the



La Cygne Power Station of Kansas City Power and Light Company



(KCP&L) is one of a series of reports on such systems, which



presents values of key process design and operating parameters,



describes the major start-up and operational problems encountered



at the facility and the measures taken to alleviate such



problems, and identifies the total installed and annualized



operating costs.



     This report is based upon information obtained during a



plant inspection on June 5, 1974, and on data provided by



KCP&L and Babcock and Wilcox  (B&W) personnel during that



visit and subsequent to it.



     Section 2.0 presents pertinent data on facility design



and operation, including actual and allowable particulate



and SO_ emission rates.  Section 3.0 describes the FGD



system, and Section 4.0 analyzes FGD system performance.



Appendices present details of plant and system operation and



photos of the installation.





                              1-1

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                  2.0  FACILITY DESCRIPTION

     The La Cygne Power Station of KCP&L is a new station.
It is located about 55 miles south of Kansas City, in Linn
County, Kansas.  The terrain around the station is relatively
flat pasture land, and there is no other major industry in
the area.  The nearest populated area is the town of La Cygne,
about 6 miles west of the station.  The boiler was first
fired in December, 1972.  The power generating facilities
were placed in service on May 31, 1973.
     The electric power generating facilities consist of one
6,200,000 Ib steam/hr, coal-fired, base-load boiler with
associated 820 MW (net) steam turbine and electric generator.
The plant also has three oil-fired boilers, used primarily
for start-up of the large unit, but also to supply steam to
a 22 MW house turbine generator.
     The boiler at La Cygne, designed by B&W is a wet-
bottom, cyclone-fired unit.  The pollution control equipment
on this boiler, which consists of seven scrubbing modules,
was also built by B&W as an integral part of the power
generating facilities.  Bypassing of the boiler's flue gas
around the FGD system is not possible.  The La Cygne Power
Station uses about 50 MW from its gross generating capacity
of 870 MW to operate the station equipment including the FGD
system.
                              2-1

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     The coal now being burned ranges in gross heating value



(as-received) between 8200 and 10,200 BTU per pound.  Ash



and sulfur range 20-30 percent and 5-6 percent, respectively.



     The maximum particulate emission allowed under the



Kansas State Department of Health and Environment Regulation



No. 28-19-31-A is 0.13 Ib/MM BTU of heat input to the



boiler.  The present atmospheric emission of particulates



from the FGD system is equivalent to 0.15 Ib/MM BTU.



     Atmospheric emissions of sulfur dioxide are limited by



Regulation No. 28-19-31-C, under which the maximum allowable



emission of sulfur dioxide is 1.5 Ib/MM BTU of heat input to



the boiler.  The present S02 emission rate from the La Cygne



station, based on 80 percent removal efficiency in the FGD



system, is equivalent to about 2 Ib/MM BTU.  This figure is



based on 95 percent conversion of sulfur to sulfur dioxide.



     Table 2.1 presents pertinent data on plant design,



operation, and atmospheric emissions.
                              2-2

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    Table 2.1  PERTINENT DATA ON PLANT DESIGN, OPERATION

                  AND ATMOSPHERIC EMISSIONS
Maximum generating capacity, MW (net)

Boiler capacity factor  (1974), %

Served by stack No.

Boiler manufacturer

Year placed in service

Maximum coal consumption, ton/hr

Maximum heat input, MM BTU/hr

Unit heat rate, BTU/KWH

Stack height above grade, ft.

Flue gas rate-maximum, acfm

Flue gas temperature, °F

Emission controls:

     Particulate

     S02



Particulate emission rate:

     Allowable, Ib/MM BTU

     Actual, Ib/MM BTU

SO- emission rate:

     Allowable, Ib/MM BTU

     Actual, Ib/MM BTU
      820

       21

        1

      B&W

     1973

      404

     7676

     9360

      700

2,760,000

      285



Venturi scrubber

Venturi scrubber
and countercurrent
tray absorber tower



        0.13

        0.15



        1.5

        2
                              2-3

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            3.0  FLUE GAS DESULFURIZATION SYSTEM




3.1  PROCESS DESCRIPTION



     The FGD system consists of seven identical scrubbing



modules (one is shown in Figure 3.1) with a venturi scrubber



for particulate emission control and an absorber tower for S02



emission control.  Each module treats about one-seventh of



the total flue gas from the coal-fired boiler, or about



394,300 acfm.  As the hot flue gas enters the venturi, it is



subjected to jets of limestone slurry injected through



nozzles on the walls of the vessel.  The liquid-gas stream



flows downward through the venturi throat restriction, where



the gas molecules contact the atomized liquid droplets.  The



scrubbing efficiency is regulated by adjusting the venturi



throat gap.  As the gas exits from the venturi and enters



the disengagement chamber, its velocity decreases from about



130 ft/sec (at the throat) to about 15 ft/sec.  This reduction



in velocity separates the limestone slurry droplets from the



quenched gas.  The slurry drains into the recirculation



tank.  The gas enters the S02 absorber tower at the base and



moves upward through two sieve trays in series.  As the gas



passes through the 1 3/8-inch-diameter holes of the sieve



trays, it contacts a shower of limestone slurry, which is



sprayed in the path of the rising gas.  The scrubbed gas
                              3-1

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                                            IU
                     FLUE  GAS  FROM
                      AIR  HEATER    STEAM r
            394,300 acfm
              AT 285°F
     HYDROCLONE
800 gpm
 SLUDGE
TO POND
              V7
                                           REHEATER
                                        r  HOT AIR FROM (NOT USED IN
                              f          \   AIR HEATER  »D" MODULE)


                               t       I
                               1       IJ— DEMISTER

                              WM$>$\  2100 gpm  (INTERMITTENT)
                                                       DEHISTER
                                                  \lf
                                        \
                             VENTURI
                                         J. J. -L J_ J. _1
                                                  ^
                             S02 ABSORBER
   SCREEN

5000 gpm
                        --T'
                                    VENT
                            D-HD
                                            140 gpm (CONTINUOUS)
                                                     KWATER WASH
                                                        STAGE
                              CH-Q
                               RECIRCULATION

                                    TANK   pH 5.8
 WATER FROM  POND
                                                                  9000 gpm
                                                        LLIMESTONE SLURRY
 WATER MAKE UP
            Figure  3.1  Flow diagram of  one of  the seven

                               FGD modules.
                                     3-2

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then passes through a third sieve tray which collects slurry



carryover and reduces the load on the demister.  The gas



then passes through a 10-inch high "Z" shape demister where



the remaining fine droplets coalesce and drip back down



through the gas stream into the recirculation tank.  Two of



the seven modules also incorporate a second stage demister.



The flue gas is then reheated from about 121° to 175°F.



Reheating is accomplished primarily by means of steam coils,



with additional heat provided by injecting hot air from the



boiler combustion air heater.  This latter practice, which



was not included in the original design of the system, has



reduced the net generating capacity of the unit by approximately



30 to 60 MW.  The additional reheat was found to be necessary



to prevent deterioration of the reheat steam coils.  Finally



the reheated gas enters a plenum common to all modules and



is discharged to the stack through induced-draft fans.



     The venturi and the absorber tower of each module share



a common limestone slurry recirculation tank, in which the



pH is maintained between 5.5 and 6.0.  The pH is monitored



by means of a cell located in the slurry feed to the venturi



nozzles.  The limestone solids content of the slurry at this



point is about 10 percent.  Bags of lime are stored nearby



for manual addition to the slurry if its acidity increases



because of low quality limestone.



     For removal of large particles of scale from the re-



circulated liquor, a liquid cyclone has been installed on



each module.  These liquid cyclones centrifugally separate
                              3-3

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the large particles of scale from the liquor and discharge



them to the recirculation tank through a screen.  This helps



prevent plugging of nozzles and strainers and reduces erosion



in pumps, pipes, and nozzles.



     The liquid level in the recirculation tank is maintained



by pumping excess liquor to the sludge disposal pond; this



plant requires no facilities for sludge treatment or fixation.



The 160-acre pond is estimated to be sufficient for four



years of production at rated boiler capacity.



     Limestone is ground on site.  A 60,000 ton supply of



limestone rocks is maintained near the coal storage area.



The limestone is transported intermittently to the mill by



the coal conveyor system.  Two wet ball mills, each rated at



108 ton/hr are housed in a building that also contains two



limestone holding tanks.  The seven scrubbing modules are



located inside a building between the boiler and the stack.



3.2  DESIGN PARAMETERS



     The FGD installation was designed with venturi and



turbulent contact absorber (TCA) towers for fly ash and S02



removal.  Many major modifications in the system have since



altered some of the original design parameters; the following



description represents current operating conditions.



     The venturi scrubber operation was originally designed



for a liquid-to-gas ratio (L/G) of 18 gallons per 1000 cubic



feet of gas.  Since installation of the hydroclone unit,



however, the pressure head of the recirculation pump has



increased so that the L/G is only about 12 gallons per 1000
                              3-4

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cubic feet of gas.  The liquid recirculation rate is 4000



gpm.  Gas velocity through the venturi throat is about 150



ft/sec with the throat wide open.



     The SO- absorber tower is designed for an L/G of about



26.5 gallons per 1000 cubic feet of gas.  Gas velocity



through the demister section of the tower is 8.4 ft/sec.



Liquid recirculation rate in the absorber tower was designed



for 9000 to 11,000 gpm.



     The tower demisters are washed by underspray and over-



spray manifolds.  Pond water is used for cleaning.  Each



demister is washed continuously with 140 gpm of underspray



water.  The overspray operates intermittently at 2100 gpm



for 1 minute during each 8-hour period.



     The reheater tube bundles were originally made of 304



stainless steel units.  The original design reheater exit



temperature was 147°F.  As noted earlier, supplemental



direct heating with hot air injection is presently practiced



on six modules.  The remaining module has 4 rows of reheater



bundles with plans calling for the addition of three or four



more to raise the temperature to 175°F.



     Tables 3.1, 3.2 and 3.3 summarize operating and design



parameters and specifications for the major components of



the FGD system.
                              3-5

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                 Table 3.1  SUMMARY OF DATA:
                PARTICIPATE AND SC>2 SCRUBBERS
                         Venturi scrubber
                         S02 scrubber
                             tower
L/G
  gallons/1000 acf

Superficial gas
  velocity, ft/sec

Dimensions
Equipment internals


Material of
  cnnstuction

  Shell

  Internals
      12
     147

21-1/2' long x
22" wide

Adjustable throat
     316L SS

Throat, Kaocrete
ceramic, venturi
throat blocks
     26.5
8.4 (at demister)

32' x 161 x
65' high

Sieve trays (1 3/8-
inch-diameter holes)
316L SS (no liner)

     316L SS
                                  3-6

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     Table 3.2  SUMMARY OF DATA:  FGD SYSTEM HOLD TANKS
                              Recirculation
                                   tank
                    Limestone slurry
                    make-up tank
Total number of tanks

Dimensions, ft

Retention time at
  full load, minutes

Temperature, °F

PH

Limestone concentration, %

Total solids concentra-
  tion, %

Specific gravity

Material of
  construction
30 dia. x 24 high

       8


     121

   5.5-6.0

   8 to 10

      14
Rubber-lined
carbon steel
36 dia. x 26 high

     120


     ambient

     7.5

     20
Rubber-lined
carbon steel
                  Table 3.3  TYPICAL PRESSURE DROP

                   ACROSS COMPONENTS OF FGD TRAIN
      Equipment
                   Pressure drop,
                    inches W.G.
    Venturi scrubber

    SO- absorber trays

    Water wash tray

    Demister

    Reheater

    Ductwork
                         7

                         6

                         1.2

                         0.2

                         3.7

                         4
    Total FGD system
                        22
                                3-7

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3.3  INSTALLATION SCHEDULE



     Construction was started in April 1969 and reached the



halfway point in October 1971 with a construction force of



over 900 men.  Unit No. 1 was nearly complete when the



boiler was first fired on December 26, 1972.  Construction



was considered complete when the generating unit was declared



commercial on June 1, 1973.  There were no major construction



delays.  Construction was terminated on schedule.



3.4  COST DATA



     The installed capital cost of the FGD system was



initially $34 million, or $41/KW (based on net rated capacity



of 820 MW).  Subsequent equipment modifications are expected



to increase this cost to about $45 million or $55/KW.  The



present annualized operating cost is about 1.79 mills/KWH.



This figure does not include amortization, interest or taxes.



About 51 people are required to man the scrubber operation



which includes the scrubbers, the induced-draft fans, and



the mill house.  This number includes 27 operators and



cleanup men, 1 process attendant, 1 superintendent, 1 engineer



and 16 maintenance men.  This is a research manpower situation.



The number of operating personnel may be reduced at a later



date.
                              3-8

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                 4.0  FGD SYSTEM PERFORMANCE





4.1  GENERAL DISCUSSION



     The FGD installation on the La Cygne Boiler No. 1 has



been plagued with numerous problems since the first trial



operation of the boiler on December 26, 1972.  Some of these



problems, such as the vibrations of the induced-draft fans



and their sensitivity to imbalance, appeared even before the



boiler was fired.



     When these fabrication problems were corrected and



the FGD system was put in operation, other problems began



to appear.  Some of these problems are associated with the



wet limestone process and have been encountered in similar



installations; they include plugging of the demister and



strainers, erosion of spray nozzles, and corrosion of reheater



tubes.



     KCP&L recognizes that the high fly ash content of the



flue gas is responsible for a great percentage of these problems.



Operating personnel are now having increased success in minimiz-



ing the effects of fly ash deposits.



     A portion of the he'ated boiler combustion air is drawn



from the air heater outlet and bled into the scrubber exhaust



stream ahead of the reheat tube bundles.  Capital and operating



costs associated with this system have not been reported,



but the procedure reduces the capacity of the boiler by



                               4-1

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about 30 to 60 MW, based on a recent full load test.  The



bleed in air has been necessary to protect the reheat tube



bundles from corrosion, but is being phased out by installing



reheat tubes of more acid and chloride ion resistant metals.



     Because the FGD system includes no spare modules and



cannot be bypassed, output of the boiler is totally con-



trolled by the performance and availability of the FGD



modules.  At the present time, each module is shut down



about once per week during off peak hours for cleaning.  It is



hoped that the operating period can be extended to minimize



the impact of module shutdown on operation of the system.



The present goal is to reduce the frequency of shutdown to



once every 3 weeks, with all maintenance to be performed by



the night shift.



     Availability data for 1974 appear in Table 4.1.  For



the year the boiler was on-line 4578 hours, or 52 percent of



the time.  Calculating availability as the percent ratio of



FGD module operating hours to boiler operating hours, the



monthly availabilities of individual modules ranged from 23



percent to 100 percent.  Yearly module availabilities ranged



from 69 percent to 85 percent.  The average module utilization



over the one-year period was 77 percent.



4.2  START-UP PROBLEMS AND SOLUTIONS



     Analysis of problems encountered during and since



start-up reveals that nearly all were due to mechanical



design rather than to process chemistry.  An account of the



major problems follows.



                               4-2

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              Table 4.1  MODULE AVAILABILITY SUMMARY -  LA CYGNE,  1974
Month
January
February
March
April
May
June
July
August
September
October
November
December
Total
Boiler
hours
364
364

332
500
480
313
571
606
662
386

4578
Module hours/availability (%}
Module A
179/49
239/66

222/67
344/69
441/92
236/75
514/90
417/69
472/71
347/90

3411/75
Module B
115/32
247/68

233/70
415/83
402/84
252/80
512/90
532/88
402/61
273/71

3383/74
Module C
161/44
213/59

249/75
390/78
400/83
256/80
415/73
444/73
391/59
230/60

3149/69
Module D
315/87
278/76

293/88
426/85
433/90
253/81
460/81
458/76
535/81
235/61

3686/81
Module E
83/23
189/52

245/74
389/78
393/82
266/85
463/81
503/83
520/79
324/84

3375/74
Module F
133/37
364/100

332/100
422/84
396/83
248/79
448/78
539/89
615/93
327/85

3824/84
Module G
295/81
237/65

291/88
399/80
418/87
241/77
507/99
518/86
588/89
323/84

3817/83
Average
availability3
50
69
—
80
80
86
80
85
81
76
76
—
77%
Does not include module reserve {or standby)  time.

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     1.  Scrubber Modules;  The process piping network is



all rubber-lined to protect the carbon steel base from the



abrasive slurry.  In general, the rubber liners have performed



well, with only a few reported incidents of wear in the area



of the spent slurry valves.  This wear was attributed to the



throttling action of the valve to modulate the flow of



slurry.  The problem was solved by operating the valve only



in a completely open or completely closed position.



     The venturi pumps on the circulation tanks are also



rubber lined; this lining has been damaged many times,



primarily because of plugging of the strainer at the suction



end of the pump.  As the flow ceases or is drastically



reduced because of this plugging, the pump cavitates and the



liner is sucked into the path of the impeller and shred-



ded.  The suction strainers plugged frequently.  Since



they were located inside the recirculation tank, the tank



had to be drained for cleaning of the strainers.  To extend



the life of the limestone slurry spray nozzles on the venturi



scrubber and to reduce wear and erosion in the slurry recircula-



tion loop, a hydroclone was installed in the recirculation



line of each module.  This device separates the larger



particles of scale from the main slurry steam by means of



centrifugal action.  This modification, made at a cost of



about $13,000 per module, allowed the removal of the strainer



and thereby corrected the pump problems.



     In the past the demister trays and the gas reheater



tubes have plugged severely.  The demister trays are made up




                              4-4

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of Z-shaped fiberglass boards.  Droplets of slurry are



carried over with the flue gas and are deposited on the



demister trays.  As the slurry builds up, the gas flow is



restricted and its velocity through the demister increases.



This leads to solids carryover and deposition on the reheater



tubes.  The slurry carryover also reaches the induced-draft



fan and is deposited on its blades.



     These interrelated problems of carryover to the demister,



the reheater, and the induced-draft fan have necessitated



many modifications and corrections of operating procedures.



Currently, intermittent heavy overspray and continuous



underspray have kept the demisters relatively clean.  Steam



soot blower modifications have been reasonably successful in



maintaining the reheaters and fan washing has been greatly



reduced.



     The original reheater tubes  (304 SS) began to fail



prematurely because of attack by acid condensate.  They are



now being replaced with 316L SS bundles.  In order to prevent



acid condensation, hot air headers were installed upstream



of the reheater coils and a hot slip stream from the boiler's



air heater was used to provide the additional reheat capability



to raise the temperature to 190-200°F.  It is expected that



the 316L SS reheaters will be able to withstand corrosion at



about 175°F so that the 'boiler air heater bleed requirement



can be reduced or eliminated.



     2.  Induced-Draft Fans;  Since the time these fans were



first balanced in September 1972 they have been a constant



source of trouble.  One problem was severe vibration in the




                              4-5

-------
fan housing.  The fans were initially sensitive to imbalance,



and it was found that the operating speed was close to the



critical speed.  The vibrations caused cracks to appear in



the inlet cones, requiring additional stiffeners to strengthen



the housing.



     Another problem was the high running temperature of the



thrust collars on the fan bearings.  Temperatures reached



the 180°F alarm set point within a short time after the fans



were started.  Examination of the bearings revealed that the



thrust collars were not stable. The movement attributed to



air turbulence in the inlet ductwork caused the rotor to



shift from side to side.  Several aerodynamic configurations



were tried to eliminate air turbulence.  A splitter foil and



directional vanes were installed in the duct and in the fan



inlet box, but the thrust collar continued to overheat and



to move during operation.  The temperature increase was



finally controlled by cutting oil grooves in the thrust



collar and installing forced-lubrication systems on all the



fans.  These modifications caused the thrust collar temperature



to drop into a range from 140°F to 160°F.  Movement of the



thrust collar was checked by installing split backup collars



designed to give an interference fit.



     Problems with the induced-draft fans occurred as soon



as the boiler was fired.  As mentioned earlier, fly ash and



slurry were carried over from the scrubber and deposited on



the blades of the impeller, aggravating the tendency for the



fan to be out of balance.
                                4-6

-------
     Fan sensitivity to imbalance was complicated by the fly



ash eroding the fan blades.  One blade was found to be nearly



destroyed by erosion.  Examination of all the blades by magnaflux



revealed several cracks indicating the need for reinforcment.



By June 1974 all I.D. fan rotors had been exchanged with



units of heavier design.  Shaft diameter was increased from



20" to 24".  The wheels radial tip blades and side plates



are 5/8" thick instead of 1/4".  The thick center plate was



scalloped to hold down the weight and the critical frequency



was moved farther away from the operating speed to reduce



the tendency to vibrate.  The leading edge of each blade was



covered with a stainless steel clip to deter erosion.  Fly



ash carryover still requires the fans to be washed on an



intermittent basis but the cleaning frequency is being



steadily reduced.



     The inlet and outlet dampers of the induced-draft fans



have also suffered erosion from fly ash carryover.  Metal on



the dampers has been rewelded or replaced several times.



When deposits have interferred with operation, the dampers



have bound and pins have sheared as a result.  Seal air has



been provided to keep the bearings clean.



     3.  Limestone Conveying System;  Limestone rocks and



coal are stored in two separate piles adjacent to each



other.  Both materials are transported to the boiler by a



single conveying system, used on a time sharing basis.



Problems created by this arrangement are chiefly logistic,



except delivery chutes are clogged by the fines of proper



                               4-7

-------
size 3/4" x 0" necessitating the delivery of 2" x 1/8".



This creates other problems because larger steel balls must



be used in the mills; consequently limestone slurry with impro-



per fineness occurs and a greater challenge to good chemistry



results.  The addition of a separate limestone delivery system



this fall will alleviate these problems.



4.3  PROCESS MODIFICATIONS FOR FUTURE INSTALLATIONS



     B&W personnel who designed the wet limestone FGD



system at the La Cygne power plant, are generally satisfied



with the modifications that have been made to remedy opera-



tional problems.  Present plans call for the use of more



reheater tube bundles to raise the temperature of cleaned



gas to the desired level thereby eliminating the hot combustion



air bleed.



     Considerable variations in operability, in terms of pH



control, have been observed, with the use of various grades



of limestone.  The key factor or ingredient making some



limestones more suitable than others has not yet been completely



identified, but maintaining specified parameters definitely



has minimized the problems of chemistry.
                               4-8

-------
    APPENDIX A




PLANT SURVEY FORMS
         A-l

-------
                    PLANT SURVEY FORM3

              NON-REGENERABLE FGD  PROCESSES




A.  COMPANY AND PLANT  INFORMATION

    1.  COMPANY NAME          Kansas City Power  and  Light

    2.  MAIN OFFICE           Kansas City.  Mo.	
    3.  PLANT MANAGER         Charles Ryan
    4.  FGD MANAGER           Cliff McDaniel
    5.  PLANT LOCATION        La Cygne, Kansas
    6.  PERSON TO CONTACT FOR  FURTHER INFORMATION Terry Eaton	

    7.  POSITION                             Results  Superintendent

    8.  TELEPHONE NUMBER                     	
    9.  DATE INFORMATION GATHERED             6/5/74
   10.  PARTICIPANTS  IN MEETING                  AFFILIATION

          Terry Eaton	              KCPL (Results Supdt.)

          Cliff McDaniel	              KCPL (FGD Plant Supdt.)

          Wade Ponder	              EPA	

          John Busik   	              EPA	
          Tim Devitt                          PEDCo Environmental
          Larry Yerino	              PEDCo Environmental

          Fouad Zada	              PEDCo Environmental

          Dallas Wade  (part-time)             B&W	

aThese data -were obtained on June 5,  1974.  Some of the data have been
 updated in the text of the report.
                              A-2

                                                   5/17/74

-------
B.  PLANT DATA.  (APPLIES TO ALL BOILERS AT THE PLANT).
C.
CAPACITY, MW (net)
SERVICE (BASE, PEAK)
FGD SYSTEM USED
BOILER NO.
1
820
Base
Yes
















BOILER DATA.  COMPLETE SECTIONS  (C) THROUGH  (R) FOR EACH
              BOILER HAVING AN FGD SYSTEM.
     1.  BOILER IDENTIFICATION NO.

     2.  MAXIMUM CONTINUOUS HEAT INPUT
                                      La Cygne 1
                                      7676
     3.  MAXIMUM CONTINUOUS GENERATING CAPACITY
                                              	  MM BTU/HR

                                               820    MW (net)

 4.   MAXIMUM CONTINUOUS FLUE GAS RATE.  2,765,000     ACFM @ 285°F

 5.   BOILER MANUFACTURER               B & W	

 6.   YEAR BOILER PLACED IN SERVICE     February 1973	

 7.   BOILER SERVICE (BASE LOAD, PEAK, ETC.)   Base	

 8.   STACK HEIGHT                             700 ft.	

 9.   BOILER OPERATION HOURS/YEAR (1974)       4578	

10.   BOILER CAPACITY FACTOR *                 23%	

11.   RATIO OF FLY ASH/BOTTOM ASH
                                                  30/70
      * DEFINED AS:  Kwl^ GENERATED IN YEAR
                     MAX. CONT. GENERATED CAPACITY IN KW x  8760 HR/YR
                             A-3
                                                  5/17/74

-------
D.  FUEL DATA

    1.  COAL ANALYSIS (as received)

             GHV (BTU/LB.)

             S %

             ASH %

    2.  FUEL OIL ANALYSIS (exclude start-up fuel)

             GRADE                         —

             s %                           --

             ASH %
MAX.
—
—

MIN.



AVG.
9500
5.3
25
E.  ATMOSPHERIC EMISSIONS

    1.  APPLICABLE EMISSION REGULATIONS

        a)  CURRENT REQUIREMENTS

            AQCR PRIORITY CLASSIFICATION

            REGULATION & SECTION NO.

            MAX. ALLOWABLE EMISSIONS
            LBS/MM BTU

        b)  FUTURE REQUIREMENTS,
            COMPLIANCE DATE

            REGULATION & SECTION NO.

            MAXIMUM ALLOWABLE EMISSIONS
            LBS/MM BTU
 PARTICULATES
     III
  Control Reg
    0.128
     SO-
  28-19-31
Kansas Air Pollution Emission
ilation
        PLANT PROGRAM FOR PARTICULATES COMPLIANCE
          Compliance through refinements of existing FGD system.
    3.  PLANT PROGRAM FOR S02 COMPLIANCE
          Compliance through refinements of existing FGD  systems
                             A-4
                                                   5/17/74

-------
F.  PARTICULATE REMOVAL




    1.  TYPE




        MANUFACTURER




        EFFICIENCY: DESIGN/ACTUAL




        MAX. EMISSION RATE*  LB/HR




                            GR/SCF




                          LB/MMBTU
MECH.

„



E.S.P.

— — ^



FGD
Wet-Limestone
B & W
.If per
1000# gas


        DESIGN BASIS, SULFUR CONTENT
G.  DESULFURIZATION SYSTEM DATA




    1.  PROCESS NAME




    2.  LICENSOR/DESIGNER NAME:




                       ADDRESS:




             PERSON TO CONTACT:




                 TELEPHONE NO.:
B & W   Wet I. imp stone
B & W
Barberton, Ohio
Carl Hamilton
(216) 753-4511
    3.  ARCHITECTURAL/ENGINEERS, NAME:




                       ADDRESS:   	




             PERSON TO CONTACT:   	




                 TELEPHONE NO.:
      Same
    4.  PROJECT CONSTRUCTION SCHEDULE:              DATE




        a)  DATE OF PREPARATION OF BIDS SPECS.   	




        b)  DATE OF REQUEST FOR BIDS             	




        c)  DATE OF CONTRACT AWARD               	




        d)  DATE ON SITE CONSTRUCTION BEGAN        April 1969




        e)  DATE ON SITE CONSTRUCTION COMPLETED  	_




        f)  DATE OF INITIAL STARTUP              Feb. 1973




        g)  DATE OF COMPLETION OF SHAKEDOWN      June 1, 1973




     *At Max. Continuous Capacity
                             A-5
              5/17/74

-------
    5.  LIST MAJOR DELAYS IN CONSTRUCTION SCHEDULE AND CAUSES:

         Construction  was on  schedule	
    6.

    7.

    8.
NUMBER OF S02 SCRUBBER TRAINS USED

DESIGN THROUGHPUT PER TRAIN, ACFM @ 122 °F
340.000
DRAWINGS:  1)  PROCESS FLOW DIAGRAM AND MATERIAL BALANCE

           2)  EQUIPMENT LAYOUT
H.  S02 SCRUBBING AGENT

    1.  TYPE

    2.  SOURCES OF SUPPLY
    3.  CHEMICAL COMPOSITION (for each source)

        SILICATES                           	

        SILICA                              	

        CALCIUM CARBONATE                   	

        MAGNESIUM CARBONATE
    4.  EXCESS SCRUBBING AGENT USED ABOVE
        STOICHIOMETRIC REQUIREMENTS

    5.  MAKE-UP WATER POINT OF ADDITION

    6.  MAKE-UP ALKALI POINT OF ADDITION
                                         Limestone
                                         Local - 2 miles
                                         5 to 7
                                         85% min to 93%
                                         2.5% max
                                         1.7
                                       Wet ball mill -
                                       Recirculation tank
                                       Slurry into Recircula-
                                       tion tank of each module
                             A-6
                                                  5/17/74

-------
                                                                           S).-
>
I
"|FROM TRAINS
~J
                                                                                              CLEAN CSS TO STACK

z;
*'''2
yi
^


^

0

^ (^2j
WATER MAKEUP

Uo TRAINS
r >-?
" j-TO TRAINS
*-J
                                                                                                     ®
                                                                                       LIME/LIMESIONE SLURRY
STREAM NO.
RATE. Ib/hr
ACFM
CPM
PAFniCULAUS. Ib/hr
S02- IJ)/hr
TEMPERATURE, °F
TOTAL SOLIOS. %
SPECIFIC GRAVITY,

CO



60,000
80,000
284 °F



C2)









CO









CO

346,000







CO

420fOOC
	






CO


- , -




... .

CO









CO









CO









(10]
;







1
C1!)









(I?)







	

~^~


260



20
1 	

STREAM NO.
RftTE, Ib/hr
ACFM
GPM
PARTICIPATES, Ib/hr
S02 , Ib/hr
TEMPERATURE, °F
IOTAL SOLIDS, %
SPECIFIC GRAVITY

[14)


	 1750.



20


C'5)


9000



14


(16)


4000






C»i)









Cis)


8QO



14


(J9)









(20]









(21)









(22)









(23)









(24)









(25)









(26)









              I.   Representative flow rates  based  on operating  data  at maximum continuous  load
                                                                                                                5/17/'

-------
J.  SCRUBBER TRAIN  SPECIFICATIONS

    1.  SCRUBBER NO.  1 
                                                  midpoint on sump
        TYPE OF LINING                            None	

        INTERNALS:

           TYPE  (FLOATING  BED, MARBLE  BED,  ETC.)	m	

           NUMBER OF STAGES                      	^	

           TYPE AND SIZE OF PACKING MATERIAL    	"	

           PACKING THICKNESS PER STAGE (t>)


           MATERIAL OF CONSTRUCTION, PACKING:    	«	

                                    SUPPORTS:    	II	

    2.  SCRUBBER NO. 2 (a)

        TYPE (TOWER/VENTURI)                      Tower	
        LIQUID/GAS RATIO, G/MCF @ 121°F            26. 5
        GAS VELOCITY THROUGH SCRUBBER,  FT/SEC    8.4
        MATERIAL OF CONSTRUCTION **                316L SS
           TYPE OF LINING                          None
        INTERNALS:                                 30%  air pass
                                                   1-3/8"  holes
           TYPE  (FLOATING BED, MARBLE  BED,  ETC.)  Perforated tray
                                                  All modules:
           NUMBER OF STAGES                       two travs.  One water
                                                  wash  tray
           TYPE AND SIZE OF PACKING MATERIAL	—  	

a)  Scrubber No.  1 is the scrubber that the flue  gases first
    enter.   Scrubber 2 (if applicable) follows  Scrubber No.  1.
                                                  5/17/74
                             A-8

-------
                                            11 gauae 1-3/8" holes  316LSS
       PACKING THICKNESS PER STAGE

       MATERIAL OF CONSTRUCTION,

                                SUPPORTS:.

3.   CLEAR WATER TRAY (AT TOP OF SCRUBBER)

    TYPE

    L/G RATIO

    SOURCE OF WATER


4 .  DEMISTER

       TYPE   (CHEVRON, ETC.)

       NUMBER OF PASSES  (STAGES)

       SPACE BETWEEN VANES

       ANGLE OF VANES


       TOTAL DEPTH OF DEMISTER

       DIAMETER OF DEMISTER

       DISTANCE BETWEEN TOP OF PACKING
       AND BOTTOM OF DEMISTER

       POSITION (HORIZONTAL, VERTICAL)  	

       MATERIAL OF CONSTRUCTION         Fiberglass (Hetron 197)


       METHOD OF CLEANING

       SOURCE OF WATER AND PRESSURE
                                                  Chevron
                                                 Two
                                                  2"
                                               Horizontal
                                             Underspray  and overspray
                                               water  lanes
                                             Recirc.  Pond Water	
                                             Overspray:   2100 gpm
           FLOW  RATE  DURING  CLEANINGS,  GPM    Underspray:   130 gpm
                                             Overspray:  1 min.  per 8  hr,
           FREQUENCY  AND  DURATION  OF  CLEANINGUnderspray:  continuous
           REMARKS
   5.  REHEATER

          TYPE  (DIRECT, INDIRECT)
                                     6 modules: Indirect steam &
                                       suppl. direct heat

                                     1 module: Indirect steam
Water leakage through mechanical seals of venturi and tower
circulation pumps is about 10 gpm per pump,
                                                 5/17/74
                            A-9

-------
DUTY, MMBTU/HR

HEAT TRANSFER SURFACE AREA SQ.FT

TEMPERATURE OF GAS:  IN   171°F

HEATING MEDIUM SOURCE

     TEMPERATURE & PRESSURE

     FLOW RATE

REHEATER TUBES, TYPE AND
MATERIAL OF CONSTRUCTION
                                          OUT
    190°F
                                        Steam  & Suppl. Hot Air

                                         690°F - 140 psiq
                                         7600
     .LB/HR
                                       304 SS  (original)
                                       316L  SS  (Replacement)
       REHEATER LOCATION WITH RESPECT  TO DEMISTER	

       Immediately on top of demister	

       METHOD OF CLEANING Steam soot blowers, IK	

       FREQUENCY AND DURATION OF CLEANING Once/4 hrs - 5 min.

       FLOW RATE OF CLEANING MEDIUM 	  LB/HR

       REMARKS 	
6.  SCRUBBER TRAIN PRESSURE DROP DATA

       PARTICULATE SCRUBBER

       S02 SCRUBBER

       CLEAR WATER TRAY

       DEMISTER

       REHEATER

       DUCTWORK


       TOTAL FGD SYSTEM
INCHES OF WATER

   6- 9	
   1.2

   0.2
    3.6
  21- 24
                             A-10
                                              5/17/74

-------
    7.  FRESH WATER MAKE UP FLOW RATES AND POINTS OF ADDITION

           TO:  DEMISTER
                          Intermittent -  2100  qpm (8  hours)
                           130  gpm -  continuous
            QUENCH CHAMBER  37  qpm throat flush	
                ALKALI SLURRYING 200 per module +  177 make-up

                PUMP SEALS   10 apm x 2  (module)	

                OTHER	
                TOTAL
           FRESH WATER ADDED PER MOLE OF SULFUR REMOVED

        IlPASo SYSTEM

        CAN FLUE GAS BE BYPASSED AROUND FGD SYSTEMS 	

        GAS LEAKAGE THROUGH BYPASS VALVE, ACFM 	
                                                        No
K.  SLURRY DATA
    LIME/LIMESTONE SLURRY MAKEUP TANK  7.5
    PARTICULATE SCRUBBER EFFLUENT
    HOLD TANK (a)  .               one
S02 SCRUBBER EFFLUENT HOLD
TANK (a)
                                 Common
                                 Tank
PH
7.5
5.5
-6.0
>n
Solids
20

8-10
_ _
Capacity
(gal)



w ^
Hold up
time



_
     (a) Carbon steel, rubber-lined


    LIMESTONE MILLING AND CALCINING FACILITIES:   INDICATE BOILERS
    SERVED BY THIS SYSTEM.

        TYPE OF MILL (WET CYCLONE,  ETC.)  Wet ball mill	

        NUMBER OF MILLS                   	two	

        CAPACITY  PER MILL                	108
                                                       •  .   --

        RAW MATERIAL MESH SIZE            2" x 1/8"  (3/4" x 0" - Specs)

        PRODUCT MESH SIZE                 95% minus 200 mesh
                                                            . T/HR
                             A-ll
                                                 5/17/74

-------
M.
    SLURRY CONCENTRATION IN MILL

    CALCINING AND/OR SLAKING FACILITIES

    SOURCE OF WATER FOR SLURRY MAKE UP OR
    SLAKING TANK

DISPOSAL OF SPENT LIQUOR
                                                  66%
                                                  None
                                               Recycle from settling pond
    1.  SCHEMATICS OF SLUDGE & FLY ASH DISPOSAL METHOD

        (IDENTIFY QUANTITIES OR SCHEMATIC)  	

    2.  CLARIFIERS  (THICKENERS)

           NUMBER                           	None

           DIMENSIONS                       	—
    4.
           CONCENTRATION OF SOLIDS IN UNDERFLOW   —	

    3.  ROTARY VACUUM FILTER

           NUMBER OF FILTERS                	None	r

           CLOTH AREA/FILTER                	—	

           CAPACITY                 	TON/HR  (WET CAKE)
           CONCENTRATION OF SOLIDS IN CAKE
           PRECOAT (TYPE, QUANTITY, THICKNESS)

           REMARKS ^____	
    SLUDGE FIXATION

       POINT OF ADDITIVES INJECTION

       FIXATION MATERIAL COMPOSITION

       FIXATION PROCESS  (NAME)
                                                 None
           FIXATION MATERIAL REQUIREMENT/TONS OF DRY SOLIDS OF  SLUDGE
                             A-12
                                              5/17/74

-------
            ESTIMATED POND LIFE, YRS.            4 years
            CONCENTRATION OF SOLIDS IN FIXED SLUDGE     10%
            METHOD OF DISPOSAL OF FIXED SLUDGE  On  site  Ponding

            INITIAL SOLIDIFICATION TIME OF FIXED SLUDGE    —

         SLUDGE QUANTITY DATA

            POND/LANDFILL SIZE REQUIREMENTS, ACRE-FT/YR    400

            IS POND/LANDFILL ON OR OFFSITE 	On site	

            TYPE OF LINER                  	None	
            IF OFFSITE, DISTANCE AND COST OF TRANSPORT
            POND/LANDFILL DIMENSIONS AREA IN ACRES 	16°
                                     DEPTH IN FEET    10 to 12

            DISPOSAL PLANS; SHORT AND LONG TERM    	
              Develop market for fly ash fill-gypsum.

              Evaluate filling nearby quarry	
N.   COST DATA                          Initially:  32.5 million dollars

     1.   TOTAL INSTALLED CAPITAL COST  projected final cost;  45-50 mill
                                                               dollars
     2.   ANNUALIZED OPERATING COST      1 ,870, (100	
                                         1.79 mils/KW  hr
                               A-13

                                                   5/17/74

-------
3.
COST BREAKDOWN
COST ELEMENTS
CAPITAL COSTS
SO- SCRUBBER TRAINS
2
LIMESTONE MILLING
FACILITIES
SLUDGE TREATMENT &
DISPOSAL POND

SITE IMPROVEMENTS
LAND, ROADS, TRACKS,
SUBSTATION

ENGINEERING COSTS
CONTRACTORS FEE
INTEREST ON CAPITAL
DURING CONSTRUCTION
ANNUALIZED OPERATING COST
FIXED COSTS

INTEREST ON CAPITAL

DEPRECIATION

INSURANCE & TAXES
LABOR COST
INCLUDING OVERHEAD
VARIABLE COSTS

RAW MATERIAL

UTILITIES
MAINTENANCE

INCLUDED IN
ABOVE COST
ESTIMATE
YES NO
n n
CD EH
n o



i i

i i i
cm n
en n





i i






i i


n n

ESTIMATED AMOUNT
OR % OF TOTAL
INSTALLED CAPITAL
COST

19,310,192
4,878,598
3,225,289

261,218

82,136

1,610,000
1.219,000
4,088,522





10 years

242,000









      A.
      B.
                               A-14
                                                      5/17/74

-------
         COST FACTORS

         a.  ELECTRICITY

         b.  WATER

         c.  STEAM  (OR FUEL FOR REHEATING)

         d.  FIXATION COST	
         e.  RAW MATERIAL PURCHASING COST

         f.  LABOR:  SUPERVISOR       	

                     OPERATOR         	

                     OPERATOR HELPER  	

                     MAINTENANCE      	
                                   $/TON OF DRY SLUDGE

                                   	 $/TON OF DRY  SLUDGE

                                   _ HOURS/WEEK	WAGE
O.   MAJOR PROBLEM AREAS:   (CORROSION, PLUGGING, ETC.)

     1.   S02 SCRUBBER, CIRCULATION TANK AND PUMPS.
          a.
     PROBLEM/SOLUTION.
     2.
DEMISTER
     PROBLEM/SOLUTION_J
                                              h.HIH ,.p
               water  to  recirculated pond water (probably can get by
               with less fresh  water) .	Z-shape demisters are 1/P1'	
               thick.
          REHEATER

          PROBLEM/SOLUTION  304  SS  reheater  -  Cl.  Stress corrosion and
               sulfurous  acid.   Chlorides are from oond^ water.	
               Replacing  with  316L SS.	
                                                   5/17/74
                               A-15

-------
4.    VENTURI SCRUBBER, CIRCULATION TANKS AND PUMPS




     PROBLEM/SOLUTION_	
5.   I.D. BOOSTER FAN AND DUCT WORK




     PROBLEM/SOLUTION	
6.   LIMESTONE MILLING SYSTEM OR LIME SLAKING




     PROBLEM/SOLUTION	
7.   SLUDGE TREATMENT AND DISPOSAL




     PROBLEM/SOLUTION	
                          A-16               5/17/74

-------
     8.   MISCELLANEOUS AREA INCLUDING BYPASS SYSTEM

          PROBLEM/SOLUTION	
P.   DESCRIBE FACTORS WHICH MAY NOT MAKE THIS A REPRESENTATIVE
     INSTALLATION	
Q.   DESCRIBE METHODS OF SCRUBBER CONTROL UNDER FLUCTUATING
     LOAD.  IDENTIFY PROBLEMS WITH THIS METHOD AND SOLUTIONS.
     IDENTIFY METHOD OF pH CONTROL AND LOCATION OF pH PROBES.
     Automatic pH, 303  index  and gas  flow to  proportion  feed

     slurry.	
                              A"17                5/17/74

-------
     R.
COMPUTATION OF FGD SYSTEM AVAILABILITY FACTOR
                          BOILER RATING OR MAXIMUM CONTINUOUS CAPACITY, MW
i
M
oo
PERIOD
MONTH/YEAR












FLUE GAS DESULFURIZATION MODULES
MODULE A
DOWN DUE TO
BOILER
(HRS)












MODULE
(HRS)












MODULE B
DOWN DUE TO
BOILER
(HRS)












MODULE
(HRS)












MODULE C
DOWN DUE TO
BOILER
(HRS)












MODULE
(HRS)












MODULE D
DOWN DUE TO
BOILER
(HRS)












MODULE
(HRS)












     Availability factor computation:  1,
                                Divide boiler capacity by the number of modules
                                and obtain MW/module = x
                                Multiply boiler capacity by number of hours
                                during period = a
                                Add all down times due to module trouble for all modules
                                during period = b
                                Add all down times due to boiler trouble or reduction
                                in electricity demand for all modules during period = c

                                Availability factor = [a '_*_(b * c)110°  =     %
                                                                                5/17/74

-------
   APPENDIX B




PLANT PHOTOGRAPHS
       B-l

-------
Photo No. 1  General view of the La Cygne Power Station.  The
building, which houses the flue gas desulfurization modules, is
shown between the boiler structure and the stack.
  Photo No.  t   c-tose-up view of  the FGD building showing the flue
  gas  ductwork to and from the building.
                               B-2

-------
Photo No. 3  Close-up view of the high pressure  (60" W.G.)  I.D.
fans which are the prime movers of gas through both the boiler
and the FGD system.
Photo No. 4  Picture of one of the seven Hydroclones (liquid cyclones)
inside the FGD building.  The function of these units is to remove
scale particles from the recirculated slurry to the venturi scrubbers.
                               B-3

-------
Photo No. 5  Close-up view of a venturi scrubber throat, showing
the motor operated mechanism for varying the gap at the throat.
Photo No. 6  View of the battery of recirculation pumpu wliich serve
the venturi scrubbers.
to these.
The S02 scrubber pumps are similar in design
                               B-4

-------
Photo No. 7  Partial view of one of the S02 scrubber towers taken
at the demister level.
Photo No. 8  Picture taken during the arrival of some of the new
316L SS reheater bundles shown here being unloaded.   One of the
high pressure I.D.  fans is shown in the upper right corner.
                               B-5

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                  .
Photo No. 9  View of the I.D. fans area indicating the large size
of these units.  One fan is shown here being taken down for repair,
Photo Ho. 10  View of the limestone rock storage piles which are
located near the coal storage area.  The limestone is intermittently
transported to the mill using the coal conveying system.

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Photo No. 11  View of the twin limestone storage silos located on
top of the limestone milling building.  The small chimney of the
three oil fired auxiliary boilers is shown to the right of the
silos.
Photo No. 12  View inside the limestone milling building showing
the limestone feeding and weighing equipment.   The cone shown is
the bottom of one of the two limestone storage silos.
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Photo No. 13  View of one of the two limestone ball mills showing
the feed chute to the rotating mill drum.
Photo No. 14  View of the discharge end of one of the two limestone
mills.  These mills (each rated at 110 ton/hr capacity) are driven
by 2000 hp motors.
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Photo No. 15  View near the top of one of the two limestone slurry
storage holdings tanks.  These tanks are located inside the lime-
stone milling building, a short distance from the mill.
Photo No. 16  View of the pipes, some of which carry the ash and
limestone sludge from the FGD system to the pond, while the others
transport back the recycled pond water as well as fresh make-up
water from the lake.
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Photo No. 17  Partial view of the 160 acre ash-limestone  sludge
pond.  The coal storage pile is shown in the background.
Photo No. 18  This pumping station, located near the pond  (not
shown), provides the energy for recycling the clarified pond
water as well as pumping fresh water from the lake canal (partly
shown).

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Photo No. 19  General view of the La Cygne Power Station taken
near the water pumping station.
Photo No. 20  View of the three oil fired auxiliary boilers at the
La Cygne Power Station.  They are primarily used to start up the
large coal fired boilers.
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Photo No. 21  View of the  foundation of  the  second  boiler  under
construction.
Photo No. 22  Partial view of the schematic instrument control
panel which is located in the main boiler control room.  There are
seven scrubber modules identified from A to G.
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      APPENDIX C




PLANT OPERATING RECORD
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                     Availability Factor

                             for

              The FGD System on La Cygne No. 1

     The following calculations of availability factor are based

on record of outages data presented in a paper by A. E. Schnake.

The paper, titled "Start-Up of the La Cygne Unit No. 1", was

presented at the 1974 Engineering Conference of the Missouri

Valley Electric Association at Kansas City, Missouri on April 17,

1974.

Period covered:  February 23, 1973 to February 16, 1974.

Time during period:  8616 hours

Time scrubbers were down:  3887 hours approx.

Availability factor = (8616 - 3887 - 548) x 100 = 88%
                          8616 - 3887

     It should be noted that this availability factor is conser-

vative, since it assumes that all seven scrubber modules were

down, which is not true.  Therefore the availability of the FGD

is higher than 88 percent.  Also it is assumed that during the

periods when the boiler was down, the scrubber modules were

available if needed.

     Note that this availability factor applies only to the above

stated period when the boiler was down because of numerous

problems, and the modules were accessible for thorough cleaning

and repairs after short operating intervals.  As down times of

the boiler become less frequent and shorter, down time of the

scrubber is likely to increase and the availability of the FGD

system will decrease.
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              1974 ENGINEERING CONFERENCE
              POWER GENERATION COMMITTEE
              Missouri Valley Electric Association
             Kansas City,  Missouri — April 17,  1974


            START-  UP of

            LA CYGNE  UNIT  No.l
             KANSAS CITY POWER & LIGHT COMPANY and
             KANSAS GAS AND ELECTRIC COMPANY
Presented Bv - A. E. SchnaKe iviamiKiiance engineer
Kansas City Power & Light Company
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                             DESCRIPTION
     La Cygne Unit No.  I  is  located about 55 miles south of downtown
Kansas City and two miles east of Highway U.S. 69.  The plant is jointly
owned equally by Kansas City Power & Light and Kansas Gas & Electric
Company.  The plant is manned exclusively by KCP&L employees with output
shared equally by the two companies.

     Construction was started in April 1969, reaching the halfway point
in October of 1971, with a construction force of over 900 men.  Unit No.
I was nearing completion when the boiler was first fired on December 26,
1972, and construction was considered complete when the unit was declared
commercial on June I, 1973.

     An earthfill dam almost 7,000 feet lonq was constructed to form a
lake for cooling.  The  lake covers 2,600 acres at normal operating  level •
with a volume of 40,000 acre-feet.  The lake level is controlled with
two radial gates that are 44 feet wide.  Make-up water to the lake can
be pumped with two 20,000 gpm pumps from the Mara is des Cygnes River
through a 48 inch underground pipe almost 5 miles long to the lake.  The
pumps were used some in the  initial filling of the lake.  Rain and water-
shed have kept the lake at operating level since January, 1973.

     The plant site was originally sized for two 800 mw generators.  However,
construction has been started on Unit No. 2 and it will be approximately
600 mw.  The plant was designed for black start capability.  A 2200 kw,
480 volt diesel  generator will provide power to light off an auxiliary boiler.
The auxiliary steam powers a 22 mw, 6,900 volt auxiliary turbine generator.
The auxiliary turbine generator will then provide power for the auxiliaries
to light off the No.  I  boiler and roll the generator.

     A General  Electric monitoring and information computer supplies infor-
mation to the following equipment located in the control room.  Alarms are
shown on an alarm video (television screen) and typed out on an alarm type-
writer.  Desired information can be displayed on an operators video, recorded
on three 4-point trend recorders or printed out on a trend typewriter.  A
periodic log, which summarizes the operation of the boiler, turbine generator
and principal auxiliaries is printed out hourly on a log typewriter.

     Coal is delivered to the mine mouth plant with off-the-road 120 ton
trucks from a strip mine operated by Pittsburg 4 Midway Coal Company.
30 in.X 0 R.O.M. size coal is conveyed from the receiving hoppers at a rate
of 2,000 tons per hour to two rotary breakers and reduced to 3 in.  X 0 size.
The coal then passes to the primary crushers and is reduced to 3/4  in. X 0
size.  It continues on to be stacked out in the storage area with the stacker-
reclaimer or a maximum of 1200 TPH may bypass the stacker-reclaimer going on
to the secondary crushers.  Live storage area for the stacker-reclaimer is
198,000 tons of  coal  and 64,000 tons of limestone.  The secondary crushers
reduce the coal  size from 3/4 in. X 0 to I/4 in. X 0.  The coal  then continues
on to the bunkers sized for  10 hours with the unit at full load.


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     Startup of the main boiler requires steam to drive the boiler feed
pump turbine and seal steam.  Three auxiliary boilers rated at 200 psi^ and
200,000 Ibs. per hr flow provide the steam for startup.  They were supplied
by Erie City with Forney fuel safety controls.

     The boiler Is a supercritical once-through balanced draft Babcock &
Wilcox boiler with Bailey controls.  Rating Is 6,200,000 pounds per hour,
I,OIO°F, 3,825 psig at superheat outlet and I,OIO°F at the reheater outlet.
Eighteen positive pressure cyclones (9 on the front and 9 on the rear) fed
with Stock Equipment gravimetric feeders and controlled with a Ballev 660
System provide fire for the boiler.  A Bailey 820 System controls the rest
of the boiler functions.  Firing rate and attemperator sprays control super-
heat temperature.  Reheat temperature is controlled with gas recirculation
and attemperator sprays.  Feed water flow is provided with 2 ha If -capacity
Pacific boiler feed pumps driven with Westinghouse turbines.  Boiler clean-
ing is done with Diamond Power (IK) sootb lowers and (IR) wal (blowers.  Boiler
air flow is provided with three one-third capacity forced draft fans equip-
ped with forced lubrication system and supplied by Green Fuel  Economizer
Company.  Six one-sixth capacity Induced draft fans, supplied by Sturtevant
control the furnace pressure.  The ID and FD fans are powered with 7,000
horsepower Westinghouse motors.  Boiler air Is heated with an air preheater
coll heating system before passing through a LJungstrom horizontal air pre-
heater.

     United Conveyor supplied the ash handling equipment.  Bottom ash flows
from the boiler as hot slag and is quenched in two slag tanks.  Each slag
tank has 2 ash lines to convey the ash to a dewatering bin or to the ash-
pond.  Economizer ash is drawn from five hoppers with vacuum hydroveyors
and conveyed to the slag tanks where it Is disposed of with the bottom ash.
Fly ash is removed with the Air Qual^Y Control (AQC) System.
     Boiler gas is cleaned with 7 B&W limestone slurry scrubbers.  The or-
iginal intent was to have seven one-seventh capacity modules, however, mod-
ifications have derated the modules.  Each module has 2 sections, a venturi
section for fly ash removal and an absorber section for sulfur dioxide re-
mova I .

     A milling system is required to make limestone slurry for the scrubbers.
Two Koppers limestone ball mills are designed to reduce the rock from 3/4  in. x 0
to slurry at a rate of 110 tons per hour.  The slurry then passes through
Krebs cyclone classifiers and Is either rejected back to the mill or passed
on to the slurry storage tanks.

     The turbine-generator was supplied by Westinghouse with an electro-
fi/draulic control.  The hydrogen cooled generator is guaranteed to 800 mw
and will  generate 870 mw at .90 power factor with 5% overpressure and 75
psig hydrogen pressure.  The hydrogen cooled exciter consists of a permanent
magnet generator, an a-c generator, and a rectifier assembly mounted on a
common shaft.  The turbine Is a four-casino, tandem-compound quadruple exhaust
condensing reheat turbine.  Simply speaking, this is a double-flow high pres-
sure turbine, a double-flow Intermediate pressure turbine, and two double-flow
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low pressure turbines, all connected in series to turn 1he generator jij
exciter at 3600 rtPM.  The turbine valves are operated with high pressure
fire resistant fluid (1600 to 1900 psig) supplied from the electro-hydraulic
control system.

     The condenser, supplied by Southwestern Engineering Company, is a sinple
pass unit with I" stainless steel tubes.  Three circulating water pumps, rated
at 166,000 gpm, supply cooling water for the condenser.  The pumps are driven
with Westinghouse synchronous motors.

     Lake water is cleaned up with a Belco water treatment plant to provide
make up for the boiler.  A clarator and sand filters clean water up to a
turbidity of 2 ppm at a rate of 600 gpm.  The water is then passed throjgh
carbon filters to remove chlorine before demineralizing.  The 3-beJ make UP
demineraIizer with cation, an ion, and mixed bed is the final step i .1 pre-
paring boiler make up.

     Condensate is passed through a mixed bed polishing deminera I i zer- in i t-s
flow to the boiler.  The condensate polishing system has 4 high flow polish-
ing demineraIizers and a separate regeneration system with cation reoener^-
tion tank, anion regeneration tank, and resin storage tank.
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                          START-UP OPERATIONS

     The start-up operations of La Cygne No. I  started during the month
of January 1972 when the plant staff was brought up to 9 operators .ind °
supervisory personnel.  One of the 345,000 volt transmission lines to the
plant was already energized.  So it was possible for the start-up personnel
to energize the standby transformer, some 6,900 volt auxiliary busses, a
few of the 480 volt power centers and some 480 volt motor control centers.
The busses were energized to check out supply and tie breaker interlocks
and for bumping some of the small motors for rotation.  However, i1  was
necessary to deenerglze the equipment every night since the operators
would not be working shifts till the end of February.

     The month of February saw more activity with many more motors being
bumped.  The instrument air compressor was placed in service and techni-
cians were preparing the instrumentation in the water treatment plant for
service.  The power line from our substation to the coal company was also
placed in service.

     The operators began working shifts in March and start-up operations
continued on a 24-hour basis.  The primary water treatment equipment was
placed in service allowing us to make enough water to start flushing some
of the piping systems.  The intake equipment was being checked out and
placed in service.  The circulating water pumps were bumped for rotation
but starting problems would keep 2 of the 3 pumps unavailable till October.

     April saw many more lines getting flushed and the bearing cooling
water system was placed in service.  The make-up demineraIizer was placed
in service to fill the condensate storage tanks in preparation for a boil-
er hydro.

     The boiler was hydrostatically tested to 6300 psig in May.  The
stacker/reclaimer was also being checked out to receive coal.  The feed-
water and boiler cycle piping was complete by June and temporary piping
was installed to prepare for a clearwater flush and chemical cleaning of
the boiler and preboiler cycle.

     The local union started a 23-day strike on the  1st of July and it
was necessary to transfer most of the supervisory personnel to other
plants to maintain operations.  However, the few that remained were able
to check rotation of FD fans and get the main turbine oil  flush started.

     The chemical cleaning and clearwater flush of the preboiler and boil-
er cycle was completed in August.  The main turbine and boiler feed pump-
turbine hot oil flushes were also completed.  Two of the auxilijry boil-
ers were fired up and made available for service.

     All six ID fans were run and balanced in September.  Plans were made
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to pull a vacuum on the condenser, but the vacuum pump bound up mechan-
ically after running only a short time.  The first phase of the coal
handling system was operational and we started receiving coal.

     The auxiliary boilers were used to provide steam for steam blowing
of the auxiliary steam piping in October.  The main boiler piping was
air blown instead of steam blown to save time.  The superheat section
required 35 air blows and the reheat section of the boiler was  satisfac-
tory after 17 blows.  The blow would start when air pressure reached
300 psig and would stop at about zero pslg.  The vacuum pumps were re-
paired and placed in service and we were able to pull vacuum.  The start-
ing problems were cleared up on the circulating water pumps and they were
made available for service.

     November was a busy month and the operating force had increased from
the original 2 men per shift to 7 men per shift.  The cold clean up cycle
of boiler flow was started, but shutdowns were common due to suction
strainers plugging up with dirt and scale.  Both boiler feed pumps were
run and tested for overspeed trip.  ID and FD fans were operated with the
air preheater coil system and the air preheaters in service. Cyclone
ignitors were checked out along with the coal feeders and the fuel safety
system.

     The main objective in December was to prepare for the first boiler
fire.  All available equipment was operated as much as possible to expose
start-up problems, and familiarize the operators with the equipment.  The
boiler was first fired on December 26, 1972 for about 24 hours.  An aux-
iliary boiler had to be taken off because of a split allowing smoke to
blow out of the fire box.  It vras needed to power the boiler feed pump
turbine, so was necessary to stop firing the main boiler and have the aux-
iliary repaired.  Other problems also surfaced and it was January 24th
before the boiler was fired again.  One of the problems that surfaced was
the energy crisis, and we experienced difficulty keeping a sufficient
supply of light oil.

     A steam line to the boiler feed pump turbine was installed during the
outage.  It allowed steam generated by the main boiler and normally dump-
ed to the condenser to be used to run the B.F.P. turbine.   The  new steam
line allowed us to reduce the auxiliary boiler loading much quicker than
originally planned.

     The turbine-generator was rolled with steam for the first  time on
January 25, 1973.  The turbine roll history section of this paper starts
on this date with the first turbine roll.

     During the period of trial operations, we encountered many problems
such as; boiler slagging, boiler leaks, balance weight changes  on the
generator, and I.D. fan problems.   This slowed down operations  considerably.
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Quite often it was necessary to extend the outages to repair equipment
that hadn't forced the outage.  Some of the problems with the equipment
and systems will be covered in the next section.

     The start-up of La Cygne No. I  was not right on schedule but it wasn't
far off.  Trial operation was originally scheduled to start on October I,  1972,
The first boiler fire on December 26, 1972 was just 12 weeks behind the
scheduled date.  The unit was scheduled to go commercial  on May I,  1973
and was declared commercial only four weeks late  on June  1st.  The  peak
load for the unit was 832 mw and was reached on June 2, 1973.  The  major
factor  limiting unit load has been the number of  AQC modules available.
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                          EQUIPMENT PROBLEMS

     This section of the paper will be devoted to some of the problems
that were encountered in the start up of various equipment.

AUXILIARY BOILERS

     The "B" auxiliary boiler exploded several months afler  being placed
in service.  The boiler was shut down and purged for approximately five
minutes.  It then exploded about five minutes after shultinq down the
fan.  The source of the fuel for the explosion or how it was ignited
io not known at this time.  Repair of the boiler was started immediate-
ly and it was back in service in about a week.  The boiler was fired
almost continuously for about five weeks before it had to be shut down
again.  This was the first time for the rear end of the boiler to burn
out.  The rear ends of all three boilers have burned out frequentU.
The boiler skin breaks at the rear corners and the slightly  positive
furnace pressure allows fire to shoot out and enlarge the holes.   The
insulation in the rear corners of the boiler was increased on the last
repair.  This was done to try to stop the holes that jppear.

     The fuel safety system has given us some problems.  The problems
usually surface during boiler light off.  Houses were built  around the
boiler front last summer and this seems to have increased the reliabil-
ity of the system.

CIRCULATING WATER PUMPS

     The major problems encountered with the circulating water pumps
was that the motor would trip right after starting, usually  on "timed
overload".  The motors were 6,900 volt, 1750 hp, 300 rpm synchronous
motors.  Apparently the motor reached synchronous speed too  fast  for
the starting circuit to apply the field.  The motor would maintain start-
ing current, overspeed and trip off.  The field was also generatino 3
high enough voltage to turn off a thyristor.  The thyristor  had to turn
on to apply the field, so a blocking diode was installed.  The one motor
that would start apparently had a faulty thyristor that the  inverse volt-
age did not turn off.  The problem was solved with the installation of
the blocking diode.  The motors have given us very few problems since
that time other than the replacement of diodes and thyr ir,tor.-.

TURBINE GENERATOR

     The biggest problem with this unit has been the qenerjtor oil se^ls,
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The anti-rotation pins have failed several  times, a I low i no the se.i I  rm^
to rotate.  This breaks the hydrogen seal and allows hydrogen to leak.

     The seal oil system has a drain receiving tank with  a float valve
to control the tank level.  The float valve sticks shut occasionally
and must be jacked open and adjusted to get it regulating.  The valve
usually creates a problem when the seal oil to hydrogen differential
pressure  is increased.

     The electro-hydraulic control system has been reliable jnd provides
good control of the turbine-generator.  A problem did occur with the
EHC system that has not been solved.  The problem was that the generator
load would  increase 150 mw and then decrease 150 mw when  either one of
the two ID fans were started.  The  load would eventually  level, but if
the generator  load was less than 450 mw, the unit would trip off.  The
problem did disappear after some apparently unrelafed wiring cnjncies
were made.

BOILER

     The boiler has had about 32  leaks since the generat-or wtis first
synchronized.  Tube leaks have forced an outage three timor..  The rest
of the , ,-aks didn't force an outage or were found by hydrostatic test
when the unit was down for some other reason.  The boiler bypass system
has forced a few outages due to piping leaks.

COMPUTER

     The computer has been in service most of the time.  Recently a pre-
fabricated cable was found to have  faulty terminations in the connector
and was responsible for several outages.  Other than this, the computer
has been reliable.

PREFABRICATED CABLE

     A great deal of the plant wiring was done with preimbricated cables.
Many of the cables were too long.  The excess length was  looped in cjble
trays and manholes, overloading the trays and crowding the manholes.
The connectors are not completely weatherproof and we have had some trouble
with the terminations in the connectors.

DC BATTERY CHARGER

     The battery charger has been very reliable.  A bad card was found
one time and it was apparently caused by dirt falling from overhead work-
ers.
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ELECTRICAL BREAKERS

     The 6900 volt breakers have proven quite reliable.   One problem
however, that the operators must continually watch for is a linkage rod
in the breaker cubicle that operates the auxiliary contacts.  It must
be aligned with an operating arm on the breaker.  The arm occasionally
is misaligned when the breaker is rolled into the cubicle.

     The auxiliary contact fingers on the 480 volt power center breakers
broke on several  of the breakers.  This problem hasn't appeared since
the first few months of operation.  One power center breaker did explode,
but it apparently was caused by foreign material on the breaker stabs.

     The 480 volt motor control center breakers have been very reliable.

BOILER FEEL) PUMP AND TURBINE

     We experienced several problems on the turbine with the speed sens-
ing system.  This difficulty was solved by the manufacturer soon after
it was placed in service.  The turbine has proven very reliable since
that time.

     The head gaskets on the boiler feed pumps have failed three times
and the thrust bearing on "A" pump has failed once.  A sudden increase
in feedwater flow could have caused the thrust bearing failure.  However,
the flow didn't increase to an excessive amount and the bearing should
not have failed for that reason.

ASH SLUICE PUMPS

     The bearings on the ash sluice pumps have failed quite a few times
and the rotor has been replaced on all three of the pumps.  Both problems
seem to be caused by vibration.  The manufacturer has recommended chang-
ing the suction piping to remove a suction strainer.  The bearing fail-
ures have also been caused by water leaking from the pump packing into
the bearing housing.  Mechanical  seals have been ordered to correct this
problem.

     The pump motor has also given us a problem.  Two of the motors have
failed.  One motor had to be rewound because a piece of  metal  stuck in
the rotor and tore up the winding.  The other motor had  to be completely
replacea.  A flat spot was worn into the length of the rotor.

VACUUM PUMPS

     Both vacuum pumps failed when they were initially started.  One
ran for a short time and then failed.  The other failed  the first lime
it was started.  The clearance from the thrust end of the rotor to- the
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end plate was too much.  Something fell  between the two surfaces and
the rotor bound up.  Both the surfaces of the rotor and the end plate
had to be remachined.  The timing gears were adjusted when the pump was
put back together and both pumps have operated since then.  One small
annoyance is a float valve that controls the level  in the seal water
reservoir.  The valve occasionally sticks open and  overflows the reservoir.

INDUCED DRAFT FANS

     We have had many problems related to the ID fans and have worked
almost continuously on them since they were first balanced in September '7^
Ine fans were initially sensitive to imbalance and  it was found that the
operating speed was close to the critical speed.  However, they were
balanced and we attempted to run the fans to get some operating time
on them.  The fan housing had quite a bit of vibration though, and after
finding cracks in the inlet cones, it was decided additional stiffen-
ing was needed to strengthen the housing.  We proceeded to get more run-
ning time on the fans but found the thrust collars  on the fan bearing
were getting too hot.  Thermocouples were originally hooked up to inboard
and outboard fan and motor bearing.  So, by the time a high temperature
was indicated on the inboard fan bearing, the thrust collar had already
been wiped.   Thermocouples were hooked up to monitor the thrust collar
temperature.  They indicated thrust temperatures were increasing to the
alarm set point of I80°F within a short time after  the fan was started.
jo the inboard bearings were opened up and it was found that the thrust
collars were moving.  The next thought was that air turbulence in the
inlet duct work was causing the rotor to shift from side fo side.  Several
different aerodynamic configurations were tried to  eliminate air turbu-
lence.  A splitter foil  was installed and directional vanes were instal-
led in the duct and in the fan inlet box; but the thrust collar was still
getting hot  and moving.   The next step was to install set screws in the
thrust col lar and cut oi.l grooves to keep the thrust face cooler.  The
collar still moved but it did run cooler.

     There was apparently only one way to control the thrust bearing
temperature  prior to cutting the oil  grooves.  The  temperature would
increase very gradually if the fan was loaded to full load motor amps
right after  it was started.  It was possible to vary the fan load some
after the oil grooves were cut.  If was necessary thouqh to continually
monitor bearing temperature and increase the fan load if the temperal-ure
increased.  The operating guide for the thrust temperature would shut
•tne fan down if, the temperature was increasing gradually and reached
2IO°F, or any time the temperature went straight up.   Affer many trials,
we found we  could get to 240°F if the temperature was gradually increas-
i ng.

     The thrust temperature was eventually controlled by installing forced
Ijbrication  systems on all the fans.   The lube sets allowed the temper-
ature to drop into a I40°F to I60°F temperature range.
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     The set screws installed in the thrust collar didn't stop the col-
 lar from moving, and the next step was to install pins through the col-
ar into holes drilled into the shaft.  It was impossible to make a field
 installation within specified tolerances and we gave up on installing
pins.  The next effort at stopping thrust collar movement was to install
split back up collars that were designed to give an interference fit.
These were successful  and were installed on all  six ID fans.

     The thrust collar movement and high temperature problems were solved
but another problem appeared as soon as we started firinq the boiler.
Slurry was carrying over from the scrubber and coating out on the fans.
The buildup would throw the fans out of balance.  A high pressure water
washer was finally settled on to wash the fans after trying several  dif-
ferent methods.  The most destructive characteristic of the slurry was
erosion to the fan blades.  A blade was discovered almost torn in half
so a I I  the blades were magnafluxed.  The magnaflux revealed several  cracks
and it became apparent the blades needed to be reinforced.  Testing in-
dicated that a plate added across the leading edge of each blade would
allow the blades to withstand the stresses they were being subjected to.
Go each fan blade on a I I  fans was modified after being checked for cracks.

     The fans' sensitivhy to imbalance was complicated even  more by
the slurry eroding the fan blades.  The leading edge was now  protected
but the trailing edge and the rest of the blade was still susceptible
to erosion.  The blades slowly eroded and it was necessary to have the
fans rebalanced periodically.  The blades on "C" ID fan were  eroded to
a knife edge thickness and the fan was removed from service with less
than a year of service.   A new rotor, quite different from the original
one, was installed.  The shaft size was increased from 20 to  24 inches
in diameter and the weight of the wheel  was decreased.  Both  changes
helped to increase the critical  speed and move it further away from the
operating speed.  Although the total wheel weight was decreased, the
blade thickness of the new rotor was more than doubled as it  was in-
creased from 0.25  inches to 0.625 inches.  The new rotor has  proven very
reliable after several months of service.  The new rotor qives more hours
running time between washings and it has not eroded enough yet to re-
quire rebalancing.

     The ID fan inlet and outlet dampers have also suffered from erosion
by the slurry carryover.   The dampers have had metal  replaced several
times.   Slurry has worked into the bearings; binding the dampers, and,
pins have been sheared.

SCRUBBER

     Tho scrubber is more commonly called the A.Q.C.  system (Air Quality
Control) by the plant personnel.  The boiler gas is passed through seven
scrubber modules for removal  of  fly ash and sulfur dioxide.  Each module
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may be  isolated from the gas path with  inlet and outlet dampers.  The
seven modules were originally designed  for full boiler load.  The boiler
load  is thus  limited whenever a module  is removed from service.

     The biggest problem with the scrubber is pluggage in the various
sections and piping.

     The piping systems are all rubber  lined to protect the piping from
the abrasive qualities of the slurry.  We have had some holes wear through
the piping  in the area of the spent slurry valves.  This is the only
area holes  have appeared and we haven't had any more holes since we stop-
ped modulating with the valve and operating with it either wide open or
fully closed.

     The venturi section has no internals to plug up, and, except for
some coating on the walls in the spray  nozzle area, stays very clean.
The fjas flows through the sump area next making a 180 degree turn, al-
lowing  the  slurry soaked fly ash to drop out on the sump floor.  The
slurry  then drains through screens into a recirculation tank.  The screens
set at a 45 degree angle to vertical  on the sump floor.  The slurrv set-
tles on the sump floor and eventually the level becomes high enough to
cover most  of the sump screen.  The sump floor must be cleaned off when
•Q module is removed from service for cleaning and occasionally there are
holes in the sump screens to be repaired.

     The venturi pump takes suction from the recirculation tank and spravs
the slurry  through nozzles into the venturi  throat.  The pump is rubber
lined and we have had some trouble tearing rubber liners.  The suction
strainer for the pump gets plugged up and the pump cavitates.  The pump
liner is sucked into the impeller when the pump cavitates and the rub-
bing tears the liner.   The suction strainers have plugged up frequently
and since they are located in the recirculation tank, the tank must be
drained before cleaning the strainer.  The venturi  spray and wall wash
nozzles have also plugged up several  times.   The nozzles are connected
iO the piping with rubber hoses about 3 feet long.   The nozzles and rub-
ber hoses must be removed and cleaned whenever they plug up.  Then the
hoses are put back on  and the piping  is flushed with clearwater to re-
move the rest of the solidified slurry.  The nozzles are then reinstal-
led and the system is  ready to put back in service.

     The absorber section of the A.Q.C. module has two parts that pliuT
up frequently.  The aemister trays are comprised of z-shaped fiberglass
boards.   The gas flows up from the sump carrying slurry jnd the slurry
coats out on the trays restricting gas flow.   The module is shut down
to clean the trays when they get dirty.
                                  C-15

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     The reheater section of the absorber also plugs up frequently.
The reheater Is made up of bundles of steam colls.  The gas flows through
the col Is and is supposed to be heated back up to a minimum of I75°F
before passing on to the ID fans.  The gas velocity through the demisters
is too high for the demisters to remove moisture when the demisters  start
plugging and slurry carries up to the reheat coils.  The coils bake  on
slurry as It passes through them and can plug up very quickly.

     The problems discussed were some of the more Involved and time  con-
suming that we confronted.  Many repairs and some design changes have been
made to the scrubber during the first year turbine inspection.  We expect
the changes to give us a much more reliable and maintenance free operation.
Start up problems are always expected and we believe our first year  of oper-
ation has given us the experience to maintain a reliable operation while
contending with any other problems that may appear.
                                   C-16

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     There have been 112 outages since the generator was first synchioni:o.i
to the sysfem ori February 23, 1973.  Cumulative availability VMS -18$ from
June I, 1973 (start of commercial service) to January 31, 1974.  Since the
generator was first synchronized to the system on February 23, 1973 there have
been I  12 outages; 71 less than 24 hours long and 9 longer than one week.   A
list of outages follows this section of the paper.  The "Comments" column
gives the type of trip that brought the unit off and additional information
concerning the trip or work performed on that outage.  The 9 outages longer
than 7 days are analyzed as follows:

     I  outage - First year turbine inspection
     I    "    - Scrubber
     4 outages - Slag Problems
     3   "     - Generator Problems

SLAG PROBLEMS:

     There are 4 monkey holes spaced across the center of the boiler floor
that allow molten slag to run into the slag tanks.  The boiler must be brought
up to one-rhird load fairly quickly to get the furnace hot enough for the slaq
•tc run properly.  B&W recommended that vent lines be installed from the SIJUT
tank to the suction of the gas recirculation fans for the purpose ot put lino
not gas fhrough the slag taps.  The vent would then help the slag to stay
hot and run even at low load.  The slag tank manufacturer felt that t'he vent
lines might cause problems with the slag tank and didn't encourage the in-
stallation of the vent lines.  Several attempts were made to fire the boilor
fast enough to get the slag to run, but we were not successful and decided
to install the vent lines after deslagging the boiler floor 4 times.  We
have since encountered no serious problems with the vent and have been forced
down to deslag twice.  The 2 times we were forced down was caused by receiv-
ing fire clay with a very high running temperature, and we had to empty the
coal  bunkers before firing back up.

GENERATOR PROBLEMS:

     The generator has forced a short outage 10 times for balance weicjht
changes.  Three of Hie four oulages forced for repair were longer than a
week.  The generator and exciter seal  oil  seal  rings were repaired on all
three of these outages and on the first year outage.  During outage No. 78
the generator was also reshimmed to distribute the weight of rhe generator
frame so that the foundation would absorb more of the vibration.

SCRUBBER PROBLEMS:

     The absorber section of the scrubber contains demlster trays and re-
heater coils which plug up with slurry carried over from the venturi sec-
tion.  We usually have at least one module cut out of service to cl-ean up,
but when outage No. 76 came, we were unable to keep up and had to shut* down
until we could clean enough modules to return to service.


                                 C-17

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                                            TURBINE ROLL HISTORY


       Roll
       No.       Date      Comments on Turbine Rolls   From:  First Roll Off Turning Gear With Steam
                                                     To:    First Time Generator Was Synchronized

         1      1-25-73    Turbine rolled to  500+ RPM, tripped on false vibration No. 4. bearing.

         2      1-25-73    Turbine rolled to  900 RPM for Generator air test, speed was increased to 1200 RPM
                         for  test.  Turbine was taken off for baffle change in Generator.

         3      1-30-73    Turbine rolled to  900 RPM for Generator air test, speed was increased to 1200 RPM
                         for  test.  Turbine off, leak in boiler and oil pipe change on main pump section.

         4,      2-08-73    Rolled off turning gear to 2250 RPM, for 10 hour stretchout run.  Tripped due to
                         noise in exciter.  Broke the shaft on the permanent magnet generator.

         5      2-08-73    Rolled main turbine to 2400 RPM.  Tripped turbine because of differential expansion,
i                         governor end.
M
00
         6      2-09-73    Rolled to 2400 for 1 hour, continued 3600 for sync, checks.  Turbine tripped due to
                         loss of all flame.

         7      2-09-73    Turbine rolled off T.G., Unit brought to speed for synchronizing checkout.  Unable
                         to synchronize because of wrong ratio on potential transformers.

         8      2-22-73    Turbine rolled for 2 minutes and tripped.

         9      2-22-73    Unit rolled off turning gear to 1900 RPM, tripped while changing Boiler feed pumps.

        10      2-23-73    Unit rolled off turning gear to 1900 RPM.  At 5:54 AM La Cygne No. 1 synchronized
                         to system 1st time 6:00 AM.  Turbine tripped due to differential expansion, gover-
                         nor  end.

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                                            OUTAGE RECORD


Outage    Date
No.       Started   Length    Type of Trip - Reason for Trip

  1         2-23    19-11     Outage #1 follows Turbine Roll No. 10

  2         2-24    292-54    Controlled - Ran four hour test run at 80 mw load and 2 overspeed trip
                              tests.  Shut down to deslag boiler.

  3         3-8     25-40     MFT "Loss of All Flame" - Couldn't keep cyclones on.

  4         3-9     5-37                 "                         "

  5         3-10    225-25    Controlled - Shutdown to deslag boiler.

  6         3-20    14-48     Turbine trip "Differential Expansion" -

  7         3-21    5-51      MFT "Loss of All Flame".  Lost all cyclones when technician shorted a
                              circuit.

  8         3-21    40-43     MFT "High Furnace Draft" - "Rotor differential" sensing line on ID fan
                              tore loose and fell into the fan rotor.

  9         3-23    8-54      Operator Trip - Fuel oil line broke, no isolation valves, so had to
                              shut down.

 10         3-24    0-37      Operator Trip - Superheat temperature dropped, uncontrolled.

 11         3-24    2-9       MFT "High Furnace Pressure" - Technician working on scrubber module,
                              dampers went closed.

 12         3-24    192-7     Controlled - Unable to keep cyclones on due to wet coal.  Boiler needed
                              to be deslagged.

 13         4-1     28-52     Controlled - Change balance weights on IP/LP couplings.

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Outage
No.
14
15
16
17
18
n
i
NJ
o
19
20
21
22
23
Date
Started
4-3
4-4
4-4
4-4
4-6
4-6
4-7
4-10
4-11
4-13
Length
short
20-18
14-44
short
23-27
14-59
19-11
13-09
42-48
91-30
                             Type of Trip - Reason for Trip

                             MFT - Trip was caused by closed gas recirculation dampers.

                             Operator Trip - Tripped turbine on temperature differential which in-
                             dicated water detection.

                             Generator Lockout Relay "Reverse Power" - Tripped right after synchroni-
                             zation.
                             current relay.
                                                                  "  - Changed setting on reverse
                             Lockout Relay "Auxiliary Transformer "B" Phase Differential" - Trans-
                             former was inspected and found a wiring error in "C" phase current
                             transformer.

                             Operator Trip - Front generator bearing had 6-mils vibration caused by
                             varying the hydrogen temperature.

                             Operator Trip - Relief valve failed on steam supply header to boiler
                             feed pump turbines.

                             Operator Trip - Lost cyclones, caused uncontrolled steam temperature
                             drop of more than 150° F.

                             Controlled - Boiler tube leaks.

                             MFT "Feedwater Flow Unsafe" - Lost the boiler feed pump.  Didn':t make
                             a transfer quick enough on the boiler feed pump turbine steam supply.
24
4-18    103-25
MFT "High Furnace Pressure" - Had to repair furnace wall damaged by
high pressure.

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    Outage    Date
    No.       Started   Length    Type of Trip - Reason for Trip

     25         4-23    94-40     Controlled - Slag tanks full of ash and unable to pull ash.

     26         4-27    1-51      MFT "High Furnace Pressure"

     27         4-27    1-53      Turbine tripped interceptor valve closed.

     28         4-28    0-57      Turbine tripped.  Reason unknown.

     29         4-28    0-58      4 trips MFT "High Furnace Pressure" - Caused by plugged air preheaters.

     30         4-28    25-46

n   31         4-29    1-35
i
£2   32         4-30    68-55     Shut down to wash the air preheaters.

     33         5_3    4-39      MFT "Feedwater Flow Unsafe" - Steam pressure regulator to boiler feed
                                  pump turbine malfunctioned and caused steam pressure to swing.

     34         5-4    1-44      MFT "Loss of all Flame".

     35         5-5    8-20      MFT -  Trip was caused by gas recirculation - fan tripping off.

     36         5-6    1-2      MFT "Gas Recirc Unsafe" - Cause unknown.

     37         5-6    1-26      "          "      "     - This trip was  disconnected to have  instru-
                                  ments  calibrated.

     38         5-7    106-19    Controlled - Deslag boiler floor.

     39         5-11    8-19      Operator trip - Technician working on control circuit for B&W 201
                                   (pressure reducing) valve caused throttle press, swing.

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      Outage     Date
      No.        Started   Length    Type of Trip - Reason for Trip

        40         5-13    0-59      Operator Trip - Lost cyclones.  Turbine temperature differential in-
                                     dicated water detection.

        41         5-18    60-44     MFT "High Furnace Pressure" - "B" ID fan tripped off.

        42         5-20    7-6       Operator Trip - Turbine vibration.

        43         5-21    8-53      Generator Lockout Relay "Excessive Motoring" - Intercept valve went
                                     closed.

        44         5-21    2-12      Operator Trip - Slag tank full.

        45         5-21    2-54      MFT "Feedwater Plow Unsafe" - Caused by intercept valves closing.
o
i       46         5-22    16-1      MFT    "         "     "     - Lost control of B&W 202 (Primary super-
M                                    heat bypass) valves.

        47         5-22    16-53     MFT "Loss of All Flame" - Flame scanner fans tripped off due to water
                                     flooding.

        48         5-24    18-28     MFT "High Furnace Press"  - "A" ID fan tripped from overload.

        49         5-25    18-47     MFT "Feedwater Flow Unsafe" - Auxiliary Boilers tripped so B.F.P.T.
                                     lost steam pressure.

        50         5-26    3-46      Operator Trip - Change balance weight on PMG.

        51         5-26    3-16      "          "           "             "

        52         5-29    0-47      MFT "Feedwater Flow Unsafe" - Appeared that both Boiler Feed Booster
                                     Pumps tripped.

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  Outage     Date
  No.         Started   Length    Type of Trip - Reason for Trip

    53         5-31    1-34      MFT "High Furnace Pressure"  -  "F"  ID fan  tripped -  cause unknown.

               6-1               June 1, 1973 the Unit is declared  available for commercial  service.

    54         6-3     3-16      Operator Trip - Low steam temp.  -  Caused  by loss of cyclones while
                                 burning out bunkers.

    55         6-3     2-15      Operator Trip - Excessive water hammer in the flash tank drain header.

    56         6-5     322-4     Scheduled Outage - Find cause  of vibration in excitor and  generator.

    57         6-17    10-38     Controlled - Repair leak in  201.1  Pressure Reducing Valve
O
^  58         6-17    2-23      Controlled - High vibration  on PMG - Made balance weight change.
CO
    59         6-18    1-25      MFT "Firing Rate above Reheat  Protection  Limit" and Diff. pressure sw.
                                 across high pressure turbine operated.

    60         6-18    0-21      Diff.  press sw. above operated again.   Disconnected switch.

    61         6-19    19-45     Controlled - Unit removed to make  a generator balance weight change,
                                 attempting to eliminate a seal ring rub.

    62         6-20    23-35     Controlled - Made a generator  balance weight change.

    63         6-25    2-0       MFT "Low Feedwater Flow" - Lost  an auxiliary boiler that was supplying
                                 Boiler Feed Pump steam.

    64         6-27    14-22     Lockout Relay operated "Generator  Ground" - "A" phase potential transformer
                                 failed.

    65         7-2     96-34     Main transformer lockout relay operated - "C"-phased  differential  - No
                                 damage to transformer.

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Outage
No.
66
67
68
69
70
71
o
£ 72
73
74
75
76
77
78
79
Date
Started
7-10
7-11
7-13
7-17
7-18
8-2
8-13
8-23
8-27
8-31
9-3
9-16
9-17
10-7
Length
24-28
2-20
104-2
21-24
214-26
3-22
38-1
3-5
8-32
2-57
293-15
6-19
443-50
14-2
Type of Trip - Reason for Trip

Controlled - Hydrogen leak on the generator lead box.

     "     - Made a balance weight change on the PMG.

     "     - Slag accumulation on boiler floor - partially removed.

MFT "Feedwater Flow Unsafe" - B&W 202 (Primary Superheater Bypass)
valve control failed.

Controlled - Slag accumulation on boiler floor.

MFT "Lov Feedwater Flow".

MFT "High Furnace Draft" - Scrubber plugged up.  Unable to maintain
adequate Boiler air flow.

MFT Feedwater Flow Unsafe - Electro-Hydraulic system malfunction.

MFT "High Furnace Draft" - Scrubber module dampers tripped shut.

Controlled - Unit was tripped to prevent an employee, who was inspect-
ing a scrubber module from being sucked into the ID fan.  Caused by
faulty damper operation.

MFT - Scrubber and air preheaters plugged up.

MFT "High Furnace Pressure" - ID fan tripped due to lube oil system
trouble.  Bad timer in control circuit.

Controlled - Generator hydrogen leak and slag problems.

    "      - Made a generator balance weight change.

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Outage     Date
No.        Started   Length    Type of Trip - Reason for Trip

  80         10-7    18-36     Controlled - Made a generator balance weight change.

  81         10-8    2-16          "      - Made a PMG balance weight change.

  82         10-9    1-1       MFT - "Total Flame Lost" - Lost fires due to electrician and technician
                               working on vital ac.

  83         10-9    2-8       Electrical problems - Lost fire.

  8 A         10-9    15-57     Seal oil problem.

  85         10-26   115-35    Controlled - Plugged air preheater and scrubber.

  86         10-30   4-7-57     MFT - Boiler control was placed in automatic with improper setting.

  87         11-2    118-20    Controlled - High vibration on PMG and generator caused by hydrogen
                               temperature excursion.

  88         11-6    23-27     MFT "Feedwater Flow Unsafe" - Auxiliary boiler tripped.  Boiler feed
                               pump steam supply relief valve failed.

  89         11-8    11-12     Controlled - Primary superheater tube leak.

  90         11-17   25-49     Boiler feed pump tripped on "High Thrust" - No thrust bearing damage
                               was found.

  91         11-19   16-11     MFT "Feedwater Flow Unsafe" - Boiler feed pump tripped from low deaerator
                               level.

  92         11-20   38-47     Controlled - Air preheaters plugged up.

  93         11-22   23-31     Operator trip - Indication of low throttle pressure.

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n
to
en
Outage
No.
94
95
96
97
98
99
100
101
102
103
104
105
Date
Started
12-2
12-6
12-17
12-24
1-3
1-7
1-9
1-10
1-12
1-18
1-26
1-31
Length
45-3
71-24
153-5
200-7
98-36
35-21
20-18
23-6
148-33
32-46
73-44
1-36
Type of Trip - Reason for Trip

Controlled - Air preheater plugged up.

MFT "Feedwater Plow Unsafe" - Pressure transmitter froze up and backed
down the boiler feed pump.

MFT "Feedwater Flow Unsafe" - Boiler feed pump tripped.

Controlled - Hydrogen seal ring failed.

MFT - Boiler Feed Booster Pump was tripped  by a pressure switch mis-
operation.

Controlled - Had to replace broken bolts on B&W 207 (Secondary Super-
heat Bypass) valve.

Lockout Relay "Differential Expansion" - No expansion problem, a pick-up
coil failed on the expansion indicator.

Operator Trip - Indication of generator end differential expansion.

Controlled - Coal problems, cyclone feeder stoppage and unable to con-
vey coal.

Controlled - B&W 207 (Secondary Superheater Bypass) valve discharge
line leak.  Also had to replace broken bolts on the impingment flange.

Controlled - Boiler tube leak at No. 2 slag tap.  Caused by using a
jackhammer to open the tap hole.

Operator trip - Control of B&W 201 (Pressure Reducing) valve failed.
Caused uncontrolled steam temperature drop.

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     Outage      Date
     No.         Started   Length    Type  of Trip - Reason for Trip

       106         1-31    1-12      Operator Trip - Control  of B&W 201  (Pressure Reducing) valve failed.
                                     Caused uncontrolled  steam temperature drop.

       107         2-4.    6-38      MFT "Low Feedwater Flow" - Cold reheat steam supply to the boiler
                                     feed  pump  turbine pressure regulating valve failed.

       108         2-6    6-1       MFT "High  Furnace Draft" - Scrubber plugged up, unable to maintain
                                     adequate boiler air  flow.

       109         2-9    17-59     Same  as above.

       110         2-10    5-38      Operator Trip - Uncontrolled  steam  temperature drop caused by losing
                                     cyclones.
O
to     111         2-10    1-24.      Operator Trip - B&W  201  valve control failed.  Caused uncontrolled
-3                                   steam temperature drop.

       112         2-16              Controlled - First year  turbine-generator outage.

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                                TECHNICAL REPORT DATA
                          f/'kasc read lasinicliuns an llic rciirse before completing)
 1 RbPORTMO
 EPA-650/2-75-057-b
4  TITLE AND SUBTITLE
Survey of Flue Gas Desulfurization Systems
   La Cygne Station, Kansas City Power and Light Co.
   and Kansas Gas and Electric Co.   	
                                                      3 RECIPIENT'S ACCESSIOI»NO
                                                      5 REPORT DATE
                                                      July 1975
                                                      6 PERFORMING ORGANIZATION CODE
 7 AUTHORIS)

 Gerald A. Isaacs and Fouad K.  Zada
                                                      8 PERFORMING ORGANIZATION REPORT NO
 9 PERFORMING ORGANIZATION NAME AND ADDRESS
 PEDCo-Environmental Specialists, Inc.
 Suite 13, Atkinson Square
 Cincinnati, Ohio 45246
                                                      10 PROGRAM ELEMENT NO
                                                      1AB013; ROAP 21ACX-130
                                                      11 CONTRACT/GRANT NO.

                                                      68-02-1321,  Task 6b
 12 SPONSORING AGENCY NAME AND ADDRESS
 EPA, Office of Research and Development
 Control Systems Laboratory
 Research Triangle Park,  NC 27711
                                                      13. TYPE OK REPORT AND PERIOD COVERED
                                                      Subtask Final; 6/74 - 6/75
                                                      14 SPONSORING AGENCY CODE
 15 SUPPLEMENTARY (MOTES
 16 ABSTRACT
 The report gives results of a survey of the wet limestone flue gas desulfurization
 (FGD) system at the La Cygne Station of Kansas City Power and Light Co. and
 Kansas  Gas and Electric Co.  The FGD system, designed and installed by the Babcock
 and Wilcox Co. , was built integral with the electric power generating facility. The
 system  consists of seven modules for particulate and SO2 removal, with on-site
 limestone grinding and storage facilities.  Since there is no provision for bypassing
 flue gas around the FGD modules, all flue gases are treated. Several modifications
 have been made since system start-up in February 1973.  A particulate  removal
 efficiency of 97-99% has been reported. SO2 removal efficiency ranges between 70 and
 83%.  The spent limestone slurry is discharged to a 160-acre pond, and water from
 the pond is recycled. The initial installed capital cost of the FGD system was  ?34
 million  or  $41/KW (based on a net rated capacity of 820 MW) in 1973.  Subsequent
 modifications increased the cost to about $45 million or  555/KW.  Estimated
 operating and maintenance costs, including limestone, are  1.79 mills/KWH,  not
 including capital charges.
                             KEY WORDS AND DOCUMENT ANALYSIS
                 DESCRIPTORS
 Air Pollution
 Flue Gases
 Desulfurization
 Limestone
 Scrubbers
 Coal
                    Combustion
                    Cost Engineering
 3 DISTRIBUTION STATEMENT

 Unlimited
                                          b IDENTIFIERS/OPEN ENDED TERMS
Air Pollution Control
Stationary Sources
Wet Limestone
Particulate
                                          19 SECURITY CLASS (Tins Report)
                                         Unclassified
                                         20 SECURITY CLASS (This page I
                                         Unclassified
                                                                  c  COSATI I'icld/Croup
13B
21B     14A
07A, 07D
                                                                   21D
                                                                   21 NO OF PAGES
                            85
                                                                  22 PRICE
EPA roirn 2220-1 (9-73)
                                     C-28

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