.
1 1 3
3 '3
5
James F. Mar t in ENSCO/Pyro tech Frank1 in , TN
ABSTRACT
USE OF A MOBILE WASTE INCINERATION SYSTEM FOR A SITE CLEAN-UP
Operational plans for a program t o clean up an abandoned waste s i t e by us in mobile i n c i n e r a t i o n equipment are discussed. A descr ip t ion o f a
t r a i l e r mounted and can be se t on a s i t e i n a matter o f days The inc inerat ions system i s unique i n t h a t the energy from the inc ine ra t i on process i s recovered and as used t o d r i ve the system prime mover and exhaust gas clean-up equl pment
mobi iJ e waste i n c i n e r a t i o n system i s presented. It i s preassembled,
NATURE OF SITE
The s i t e t h a t i s t o be cleaned-up consists o f two lagoons i d e n t i f i e d as the Se tage Pond and the O i l Pond. The approximate areas o f the ponds are 1 .! and 0 6 acre ( .61 and .24 hectare) respect ively. L iqu id wastes, cons i s t i ng o f o i l s , greases, and b i l g e tank wastes were pumped i n t o the p i t s over a pe r iod o f years. The s i t e l ayou t i s shown i n Figure 1.
An unused p i t and numerous groundwater monitor ing we l l s are also on s i t e . It had been determined t h a t t he p o t e n t i a i ex i s ted f o r the leakage o f contaminants i n t o the l o c a l ground water supply. However, no hazardous ma te r la l s had been i d e n t i f i e d i n previous sampling studies.
The Septa e Pond has an average depth of 2.2 ft (0.67111).
content water, very heavy sludge, and black compacted sand. The 011 Pond has an average depth o f 5.1 f t (1.6m). It i s general ly s t r a t i f i e d i n t o l aye rs from top t o bottom consis t ing o f grease, h igh s o l i d s content water, very heaV sludge, and black compacted sand. The O i l Pond has an average depth o f 5.1 f t (1.6m). It i s l i k e w i s e s t r a t i f i e d i n t o l aye rs consis t ing o f surface o i l , o i l y sludge, o i l y water, bottom sludge, and bottom sand. A l a y e r depth p r o f i l e o f the o i l pond i s shown i n Figure 2.
I t i s generally s t r a t i f i e 8 i n t o l a y e r s from top t o bottom consis t ing o f grease, h iqh s o l i d s
CHOICE OF INCINERATION
Analysls o f mater la l samples from the ponds ind i ca ted t h a t the heat ing value o f a l l the organic waste could be estlmated a t 2 x 10.10 BTU (2 x 10 10 kJ). The t o t a l energy required t o b r i n g a l l t he mater ia l i n the l a oon
x 10 10 KJ). This temperature combined w i t h the residence t ime o f the i n c i n e r a t i o n system would ensure a dest ruct ion e f f i c i e n c y o f 99.9%. An analys is o f the pond contents i s shown i n Table I.
area t o a temperature i n excess o f 1500 deg F (815 dec C) was 5 x 10 10 B 3 u (5
107
Cost estimates for on-si t e incineration w i t h estimates conventional treatment. A mobile system was competitive w i t h the cost of hau l ing the materials t o a secura 1
On-site incineration appeared t o be an attractive approach t o contamination problem. The material could be rendered inert
n hauling the problem from one location and dumping i t a t
DESCRIPTION OF EQUIPMENT
The Mobile Waste Processing system consists of five integrated. trcailer assembl ies :
(1 1 Sol ids Incineration ( 2 ) L i q u i d s Incineratorlkfterburner ( 3 ) Wasie Heat Boiler ( 4 ) Pol lu t ion Control and Prime Mover ( 5 ) Process Control /Chemical Laboratory
The arrangement o f the equipment i s shown i n Figure 3. diagram is shown i n Figure 4.
A schm&tic f lm
The s o l i d s incineration module consists of a sol ids preparation and charging equ discharge system. The charging system i s compr char i n g hopper w i t h integral ram feeder. Duri
intermittently operated ram feed mechanism loc the material i n t o the k i l n . The rotary k i l n i s a refr carbon steel pipe mounted horizontally on a t ra i ler t runnion drive mechanism. Sol i d s residence t complete mixing and detoxification of the sol incineration i s discharged in to the k i l n end bree ash discharge chute. A water cooled screw con ash t o a storage b i n where i t i s samples for p being sent t o a landfill
soli 9 s are placed on the belt co
The 1 iqu id incinerator/afterburner is a large refract0 sized t o provide a combustion gas residence time of 2 exceeding 2200 degrees F. Waste o i l or other hazardous i n the primary burner t h a t completes the incinerator/a
liquids are burned i n a h i g h temperature environment tha t appraack'es tk abatic flame temperature of the fuel. T h i s burner has the cap
urn h ighly chlorinated material w i t h low BTU value. The prim products mix w i t h the k i l n off gas and additional air i n the a f design of the system allows a range of combinations of k i l n aff waste, and contaminated water t o be destroyed. The variations are governed by the thermal inputs imposed by the various potential waste streams.
\ 1
1 no AVO
n 3
II
A t r a i l e r mounted f i re tube boi ler i s provided to recover heat i n the off gas from the k i l n . The waste heat boi ler provides the steam required fo r the system prime mover. A boi ler feed water treatment package i s included to assure minimal boi ler fouling and subsequent boi ler maintenance. A dear a tor i s rovided for oxygen removal and feed water heating. was& boiler a r e drawn through an Inconel elbow where the hot s t e m is, sprayed w i t h quench recirculation water. The off gases a re cooled t o saturatlon before reaching the e x i t of the quench elbow. A FRP sump box ac ts as a 3mp tank for uency recirculation pumps and provides additional residence time fc r
Off gases from t R e
the gases 1 o cool.
The steam from the boiler i s used t o drive a scrubber/ijector system located on another t r a i l e r . The steam e jec tor scrubber ac ts not only a s the System prime mover, b u t also as a f inal pollution control device. The uenched par t iculate laden gases a re drawn through the e jec tor nozzle. Tie turbulence created by the unique nozzle and mixing tube arrangement causes e f f i c i en t par t iculate capture in to the submicron range. A typical performance curve is shown i n Figure 5. The water, a f t e r removal of agglomerated particulate. i s recycled t o the steam e jec tor scrubber. The sol ids a re collected, i n filters as a sludge, tes ted f o r potential contaminates, and landfil led.
A chemical laboratory i s provided w i t h the system. The laboratory is primarily used t o provide chemical and heating value analysis of the waste material t o be incinerated. taken and analyzed f o r contaminates via the laboratory's gas chromatograph and atomic absorption spectrophotometer. T h i s ve r i f i e s complete detoxification of the waste e f f luent streams pr ior t o land f i l l i n g or other disposal.
A control room is also located i n the laboratory van. The incinerator combusti on process and ancl 1 1 ary processes a re monitored and control 1 ed by an integrated system of analog and digi ta l readouts, single loop controllers, and a computer system. The computer system i s employed i n a multifunction role, providing data acquisit ion and display a s well a s operational process control Single loop control lers a r e uti1 ized t o regulate combustion a i r flow, fuel flow and boiler drum ievel S ingle parameter readouts, mounted on a graphic panel, a r e used t o monitor process temperatures, waste water flow quench water flow, and scrubber water flow. conditioning electronics , therefore, measurement s ignals a r e direct ly wired t o it. These si nal s include thermocouple mill ivol ts, pressure transmitter
analysers. Si nal scaling t o engineering units a s accomplished through dlgital
such a s combustion efflciency and gas flows are a lso generated, &splayed, and logged by the computer.
Samples of the eff luent waste streams are also
The system has a b u i l t - i n signal
mil 1 lamps, an, 3 mil 1 iamp/mill ivol t signals from the four combusti on gas
processing as 8 irected by a portion of the software. Calculated arameters
REMOVAL OF MATERIALS AND EQUIPMENT FEED
The surface o i l i s removed from the O i l Pond by skimner pumps. in to a small storage and blend tank. oi l and the mixture i s fed t o the burner on the rotary k i l n .
I t is pumped Clean fuel o i l i s mixed w i t h the waste
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The o i l y water i s pumped t o another storage tank r e i t i s combined w i t h water from the septage pond. This water i s pumped i n t o the k i l n and i s used t o moderate the k i l n o u t l e t gas temperature. The organic content o f the water i s consumed i n the combustion process as i t passes through the flame zane.
The unpumpable septabe sludge i s removed w i t h a clamshell intermediate storage hopper. The mater ia l i s metered onto conveyor and i s dropped i n t o the ram feeder on the f r o n t face o f the k i l n .
The pumpable sludge from the O i l Pond i s pumped d i r e c t l y t o introduced t o the combustion zone through a steam dr iven l a cav i t y pump i s used t o move the sludge t o the v i c i n i t y o f the k i l n .
The bottom and d ike sand i s removed from the ponds w i t h small ealntk equipment. As t h e pond bottoms are exposed a f i q u i d and 9
sect ions are measured and staked. The contami OR i n t o modular containers f o r t ran rt t o the k i l n f e tw. There i t i s f e d i n t o the k i l n i n the same manner as the sewage sludge.
k i l n . It i s A ppogressive
A f te r the sand i s decontaminated i n t h e r o t a r y k i l n , i t d r ash hopper. hopper. There i t may be he ld f o r t e s t i n g and the r e s u l t i n g o i l - f r e e sand i s returned t o the pond area.
It i s moved by an enclosed screw conveyor t o
The f l ow o f t he various feed streams i s summarized i n Figure 6.
PERFORMANCE OF EQUIPMENT
The design capac i t ies o f the mobile i nc ine ra t i on system are 11. Thewsae are nominal capac i t ies based on avemge heat in mater ia ls a t t h i s s i t e . The actual capac i t ies w i l l vary de content o f the mater ia ls .
Mobile equipment s i m i l a r t o t h i s system has been demonstr approved T r i a l Burn on polychlor inatebiphenol (PCB). Thi dest ruct ion e f f i c i e n c e s i n excess o f 99.9999% as i s requi re substance inc ine ra t i on ru les. Results o f t h i s t e s t i n g
SUWARY
The s ta tus o f the set-up of a mobile i nc ine ra t i on system on a s p e c i f i s i t e has been described, w i l l be reported.
Operation r e s u l t s and perform
1
+ .
FIGURE I .. SITE MAP SHOWING LAYOUT O F DISPOSAL EQUIPMENT
c
J
n n h i n
3 4
1. CONTROL ROOM 81 LABORATORY
2. ROTARY KILN TRAILER 3. AFTERBURNER TRAILER 4. HEAT RECOVERY T R A I L E R 5. QUENCH & SCRUBBER TRAILER
SCALE: I '.I= 100'
..
.
112
n z 0
a
J 0
-
v, w
7
z >- id L
z
E' f ' ti I. . f;
.i
LAYER
TABLE I
ANALYSIS OF CONTENTS OF PONDS
HEATING VALUE
Wax
O i l
Sludge
Sept ic Sludge
16,100 BTU/Lb
19,6000 BTU/Lb
7,7000 BTU/Lb
544 BTU/Lb
' .
CHLORINE CONTENT
C1 2200 ppm
C1 3000 ppm
C1 2000 ppm
C1 8 0 ppm
!
I
I
I
I I
114
FIGURE 4 SCHEMATIC FLOW DIAGRAM OF MWP-2000ER
I - C1 c2 -
TACi
-
EJECTOR SCRUBBER
SECONDARY COMBUSTOR WASTE HEAT
RECIRC. TANK
SLUOCE 4 ss
m CONCENTRATOR
d\ I c4
L L T E R
L2 INflLTRATlON AIR
ROTARY KILN v / L I
i L1 t
CONCENTRATED SALT soLunw
b SAMPLING POINTS FOR TRIAL BURN
0
FIGURE 5
PERFORMANCE OF STEAM JET- EJ ECTOR SCRUBBER
I 1 1 1 I 1 I I I I I I I I I I I .C6 .06 .07 .08 .09 .IO .I2 .I4 .I5 .I6 .20 . .24 0.0001 I
STEAM RATE, I b/l b GAS
-71
It
' .
b OUTSIDE FUEL SUPPLY
?
t -
WASTE GAS OIL
STORAGE STEAM 4
STORAGE (HEATED 1
+ A
FIGURE 6
'I
PROCESS FLOW DIAGRAM
z AQUEOUS ROTARY-
STORAGE KILN
I NC I N E R ATOR b L I Q U I D S
-
. * + WASTE HEAT QUENCH e STEAM SECONDARY
FURNACE
'TjTl- STORAGE
WATER
T R E AT M ENT
WATER
'SOLIDS WITHDRAWAL BY FRONTEND LOADERS
TABLE 11
DESIGN CAPACITIES FOR SYDNEY MLNES
Solids
Sludges
Contaminated Liquid Fuel.
Contaminated Water
3800 1727 300
1000 4 5 4 14,100
120 55 19,600
2500 1136
118
TABLE I11
SUMMARY OF ACTUAL DESTRUCTION TEST PARAMETERS ON PCB TRIAL BURN
Parameter
Waste Feed Rate (Lbs/Min) PCB Conc. in Feed (Lb/Lb) PCB Feed Rate (Lb/Min) Fuel Feed Rate (Lb/Min) Heat Input (BTU/Hr) Oxygen Conc. ( % )
Carbon Monoxide Conc. (ppm) Carbon Dioxide Conc. ( % )
NOxConc . (ppm) Combustion Efficiency ( % )
Residence Time (Sec) Destruction Temp. ( O F )
Excess Oxygen . (%)
HCL Conc. (ppm) HCL, Rwnoved . (%)
Stack Flow Rate (dscfm) PCB Output Rate (Lb/Min) Destruction Efficiency ( % )
Particulate Conc. (Gr/DSCF)
EPA Required Value
Actual Average
8.69 0.416 3.62 5.07 7.3~10 6
36.7 3.8
18.1 6690
99.9 99.9979 2.0 3.48
2132223.2 2274 3 . 12.3
101 99+ 99.63
999 6
99.9999 99.999943 2.06~10
0.08 0.025
119 . . , . . . .
KILN FEED
Stream Sludge
Lbs/Hr 1000 PCT H20 20 PCT Ash 0 PCT Carbon 74 PCT Hydrogen 5.7
PCT Chlorine .3 PCT Sulfur 0 PCT Oxygen 0
WHV BTU/Lb 14131.9
Solids
3800 10 90
0 0 0 0 0 0
0
Air T
Liquid Water
120 250D 15323 0 0
83 13 0 0 0 0
19635
KILN EXIT GAS
Stream Exit Gas Solids
' Lbs/Hr TempOF Lbs/Hr H20 Lbs/Hr Ash' Lbs/Hr C02 Lbs/Hr N2 Lbs/Hr HCL Lbs/Hr 02 Lbs/Hr SO2
19324 1776 3732
0 3096
11784 . 3 707
0
3420 1550
3420
. . . .
Kiln Heat Load MMBTU/Hr 15.48 * Stoichi Gas Density Lbs/Cu. Ft. -015 Gas Velocity Ft/Sec 14.4 Kiln Heat Loss BTU/Hs 1,000,000 Soli
SECONDARY COMBUSTOR EXIT GAS
Stream
Lbs/Hr Temp F Lbs/Hr H20 Lbs'/Hr Ash Lb s / Hr C02 Lbs/Hr N2 Lbs/Hr HCL Lbs/Hr SO2 Lbs/Hr 02
Exit Gas
19523 1589 3732
0 3096 11945
3 0
787
Gas Density Lbs/Cu. Ft. .019 Stoichiometry 1.25 Gec. Heat Loss BTU/Hr 1,000,000 Gas Residence Time Secs. 4.65
Stream
Lbs/Hr Temp F Lbs/Hr H20 Lbs/Hr Ash Lbs/Hr C02 Lbs/Hr N2 Lbs/Hr HCL Lbs/Hr SO2 Lbs/Hr 02
BOILER AND QUENCH
Boiler Exit
16259 423 3732
0 3096 11945
3 0
747
Steam Produced Lbs/Hr 8219 Efficiency pct 70
Quench Exit
16134 . 150
3607 '
0 3096. 11945
3 0
747
Stack
12526 166
0 0
3096 11945
3 0
747
Boiler.Make-up H20 GPM 16.42 Steam to Jet Lbs/Hr 3226
121
i'
--* .
.. .
122
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