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338.272 Sci2
BRIEF DESCRIPTION OF THE
MINING, MATERIAL HANDLING,
PROCESSING AND ECONOMICS OF THE
WESTERN TAR SANDS PILOT PLANT PROJECT
Prepared by:
Bahrain Amirijafari, Ph.D. Science Applications, Inc. 1726 Cole"Blvd., Suite 350 Golden, Colorado 80401
December, 1981
TABLE OF CONTENTS
Section Page
1.0 INTRODUCTION 1-1
2.0 MINING 2-1
2.1 General 2-1
2.2 Geology 2-2
2.3 Exploration 2-4
2.4 Alternate Mining Concepts 2-6
2.5 Phase One Details 2-9
2.6 Mining Regulations 2-14
3.0 MATERIAL HANDLING 3-1
3.1 Transport from Minesite and Initial Screening 3-1
3.2 Primary Crushing 3-1
3.3 Secondary Crushing 3-1
3.4 Final Screening and Weighing 3-1
4.0 PROCESSING 4-1
4.1 General 4-1
4.2 Process Design Criteria .* 4-2
4.3 Process Description 4-7
5.0 ECONOMIC ANALYSIS 5-1
5.1 Introduction 5-1
5.2 Operating Cost 5-1
5.3 Effect of Bitumen Content on the Economics 5-12
5.4 Effect of Mining Cost on Total Operating Cost 5-12
APPENDIX A A- 1
LIST OF FIGURES AND TABLES
Figure Page
1.1 Location Map, Raven Ridge Project 1-2
2.1 Uinta-Duchesne River Formations 2-3
2.2 Typical Stratigraphic Record 2-5
2.3 Raven Ridge Exploration Program 2-7
3.1 Material Handling System Flow Sheet 3-3
3.2 Material Handling System Conveyor Elevations 3-4
4.1 Simplified Diagram of Western Tar Sands Pilot Plant. . 4- 9
4.2 Ultrasonic Solvent Ext. Process Flow Diagram 4-11
5.1 Profit Sensitivity 5-3
5.2 Percent Bitumen vs. Ton Mined/Bbl Product 5-13
Table
4.1 Estimated Feedstock Characteristics of the Tar Sands . 4- 5
4.2 Design Data and Process Performance Criteria 4-8
4.3 Storage Capacity of WTS Raven Ridge Pilot Plant. . . . 4-21
4.4 Utilities Capacities 4-27
4.5 Process System Utilities Requirements 4-29
5.1 Market, Financial and Tax Assumptions 5-2
5.2 Operating Cost Summary 5-4
5.3 Calculations of Various Operating Cost Elements. . . . 5-6
1.0 INTRODUCTION
Western Tar Sands, Inc. intend to construct a pilot plant for
extraction of bitumen from tar sands deposit in Raven Ridge, Utah. The
process consists of solvent extraction combined with an ultrasonic unit
to enhance recovery. This process is based on U. S. patents held by
Western Tar Sands. The process has also been patented in Canada and
other countries where there are substantial amounts of tar sands deposits.
Science Applications, Inc., the Golden, Colorado office, is
responsible for the conceptual design as well as supervision and manage
ment of the engineering, procurement, and construction.
WTS/SAI's objective in construction of such a pilot plant is to
provide definite answers to many questions regarding the technical and
economic viability of a solvent extraction process in general. Even
though several bench scale models of various solvent extraction processes
have been built and tested, none of them provide answers to how the solvent
loss can be kept under control, what the operating cost of a commercial
plant will be, or the effect of bitumen content of the feed on the economic
success of the process.
The 30 barrels per day pilot plant, which is actually a mini-plant
(as will be described later) will provide many valuable answers. This plant
is to be built on WTS's Raven Ridge property located about 35 miles southeast
of Vernal, Utah, a mile off Hwy. 45, as shown in Figure 1.1. This plant is
designed such that it could be used* as a research and development tool in
order to determine the optimum operating conditions of a process, check out
the efficiency of operating units on an individual basis, and compare compet
ing units by using them in parallel streams.
This plant will be operated for a minimum of a year in order to
determine the effects of seasonal climatic changes on the material handling
and processing systems. The plant will also be tested using different feed
stock; i.e., other Utah oil sands or material brought from Canada, Venezuela,
and Trinidad. Several solvents such as hexane, kerosene, qasoline, and
chlorinated solvents recommended by Dow Chemicals will be used.
In this report the mining, material handling, and especially the
processing systems will be described in some detail.
1-1
I D A H O
Q
> UJ
W Y O M I N G
us-6 Price
US-40^ Bonanza*
US-45
U T A H
A R I Z O N A
LOCATION MAP RAVEN RIDGE PROJECT
FIGURE 1.1
1-2
2.0 MINING
2.1 GENERAL
The main objectives of this section are to evaluate the different
methods by which the Raven Ridge area tar sands can be mined, select a best
method, and develop a reasonably detailed study of that method. Discussed
are the physical nature of the deposit, the recommended approach to each
project phase, and the goals of each phase.
For the purpose of providing a basis for these mining studies,
an arbitrary scaling up of annual tonnage requirements has been assumed as
shown in the following table:
Phase
One
Two
Three
Duration
Year 1 and 2
Year 3 through 5
Year 6 through 15
TPD Required
100
300-750
1,500
This increasing tonnage reflects reasonable scaling up that could
result from a successful pilot scale operation, improved plant performance,
longer production schedules, and increased plant size; also, additional ton
nage may be required for other test,facilities in the area. However, this
report will be limited only to Phase One.
2.1.1 Phase One
Generally speaking, Phase One tonnage levels will be used to test
the ultrasonic/solvent extraction process. The mining operation will supply
adequate tonnage for an evaluation period of up to two years. Once the test
ing data have been compiled and evaluated, decisions may be made to increase
the operating time and/or plant capacity and thereby move the project into
Phase Two.
Phase One's low tonnage requirements will present some problems
in transporting the material, storage, and reclamation. This problem will
be discussed in detail later and recommendations made.
2-1
There are adequate reserves for Phase One; however, Phases Two
and Three will require that additional Federal leases be acquired. Those
sections to the northwest should be considered and evaluated first. Those
sections to the southeast would come next.
2.2 GEOLOGY
2.2.1 General
The Raven Ridge Tar Sands Project is located within the geographic
boundaries of the Uintah Basin. The Basin's boundaries are specifically
defined as " the Uintah Basis is bounded on the west by the 111° 10'
meridian and on the east by about the 108° 25' meridian, on the north by
the 40° 30' parallel and on the south by the 39° 50' parallel." (See "Geo-
morphology of the Uintah Basin—A Brief Sketch" by Ray E. Marsell.)
The Raven Ridge Tar Sands Project coordinates are 109° 06' 15"
meridian and 40° 12' 30" parallel. The project currently lays entirely
within Utah State Lease ML 22168, Section 16, T7S, R25E, Salt Lake Base
and Meridian. (See Figure 2.1.)
2.2.2 Uintah Basin Geology, Tectonics, Structure and Physiography
Generally speaking, study of the Uintah Basin indicates the occur
rence of considerable historic and tectonic geology.
The area's geologic history is characterized by the following:
" the history [of the Uintah Basin] includes first the accumulation of
continental Tertiary sediments both lacustrine (lake) and fluviatile (river,
stream), in a slowly subsiding basin with an aggregate thickness in excess
of 9,000 feet occupying an area of some 6,500 square miles."
It appears that a major tectonic event (the upthrust of the Uintah
block) occurred very near the geologic period of deposition of the Raven
Ridge Project tar sands. The resultant coarse clastic texture of the Duchesne
River Formation readily separates it from the older Green River Formation
(Figure 2.1). The uplifting continued for some time after deposition with
the present day structure dipping 24°-27° to the southwest.
The region offers interesting vistas of high plateaus, river val
leys, and badlands topography. The exposure of outcrop rock varies from
2-2
UINTA BASIN
Duck**** 'orm«hoiH
•fcr
UMU Fm
tkatttwy c»*wot b« Mpar«t«d
EvKMtioaOM
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Wanted (Coltoxl Fm
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M»nn,«rJ» Group
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-ucta
jjy C<wyow Group
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rimtitanti D.»nfii.. uwrftff.
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0-3000*
0-SOOO*
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v BSiti
0-1000 :&. 12
0-300
H88-
J?oo.
» S0O-M0 a 500-450
100-760
otswr 130 0(SW)
-1500
mm 0-?00
r ^ E — • " - • *
W N I t u F*.
1SOPACH MAP ol
WASATCH FORMATION
(Uae-naaaafT-Nena Mm FM)
Ulma-OMBaaM I f w tan K«7 (r»Hii Wuw (lajl).f lajtli Oaaa |lv«t faK A l l « (MTVi Clrita (rMlah KlUftw »a* Wakf (IMtli *M*Tafluiy anUUg facer*: Htjtna. ana' atari (rata)i TrUatfci l u * M ( » • )
FIGURE 2 . 1 . UINTA-DUCHESNE RIVER FORMATIONS
2-3
horizontal or slightly dipping beds to massive upthrust with craggy outcrop
of near vertical strata.
2.2.3 Raven Ridge Tar Sands Project Site Geology and Structure
The site is located within Section 16, T7S, R25E, SLB&M. The
surface mine will start in the Si SWi NWi of Section 16 and proceed on
strike (S42°E). The Phase One surface mine will terminate at a point
that will allow for two years of process plant experimentation. The
mine site was chosen because of access and grade of tar sands.
The project site rests near the contact of the Duchesne River
Formation and the Green River Formation undivided (Figure 2.1).
Some ripple marks can be seen which give indication of wave action
from the northwest (out of the Uintah uplift region) but field work at this
time does not indicate channelization of the deposit in that direction.
The tar sand is a medium to fine grain sandstone and has some
bedding characteristics within the seam; no inter-bedded clay seams were
seen in the core samples or surface outcrop of the ore zone.
The overburden is largely fine to medium grained, thinly bedded
(6" to 12") sandstone inter-bedded with shale and some layers of clay. The
specific gravity of this material is 2.27 (by test). A typical stratigraphic
record is shown in Figure 2.2.
The seam of tar sand varies between 12' to 15' thick. Core drilling
has been performed to determine grade and overburden.
The tar sand sandstone has a specific gravity of 2.2 (by test)
which is expected to fluctuate slightly depending on the grade of the tar
sand.
As mentioned, field work indicates no major faulting at the sur
face mine site. The beds are dipping at approximately 26° varying between
24° and 27° at S47°W.
2.3 EXPLORATION
The exploration program consisted of evaluating the outcrop
quality, surface, physical geology, and twin drilling with electric log
ging at 14 sites.
2-4
N l M A f l K S
u
FIGURE 2.2.
Typical St ra t i graph Record DM-!)
-JQ-
•20-
* * •
4*
•S*
4r&
±9-
-PA
SM
"TTT-
- i _ i _
IN St>: p"-i~i, rj
Atft/V 14/ Mf
P i H
5D-fc
rO.'-yi*
5 ft-/*, Ss~L e "S, St.-,+,,'*
SS.'Q/K
*s:i/K,fj mis rs: «y
SS.^«.
£'7, c*/t
£T
Core Sample Start
Core Sample End
2-5
Location of the holes are shown on Figure 2.3. In addition to
the cores, bulk samples were taken from the poor, medium, and rich bitumen
content sand and analyzed. The results are summarized in Appendix A. A
revegetation plan, biological survey, and cultural resource inventory were
also carried out.
Information gained from this program has been very significant,
and the proposed mine plans in this report are the direct product of the
exploration program. However, it should be understood that another program
will be needed before a detailed study can be made of Phases Two and Three.
Conclusions supplied by this program include the projected grade,
tar sand thickness, tar sand weight, and geologic characteristics of the deposit.
2.4 ALTERNATE MINING CONCEPTS
Several alternate methods for mining the tar sand zone were avail
able for consideration. However, the orientation of the tar sands zone in
regards to the steeply dipping strata eliminates some of those methods
immediately.
The dip ranges from 24° to 27° throughout the property but averages
26° in the Phase One surface mine area. This means that the dip is 1) too
flat to gravity stope, and 2) too steep to operate equipment in the normal
fashion without potential harm to the operator or equipment.
2.4.1 Underground Method
One solution offered requires the mining operation to be conducted
from underground during Phase One. This type of operation offers some bene
fits. There would be less surface area disturbed, a higher grade of mill
feed could be maintained, and the actual mining process would require equip
ment that would be better utilized for the small tonnage required.
The underground mine plan would be to drive two or three parallel
tunnels along the strike of the tar sands zone. A grade of 2-5% could be
engineered so that the higher grade material down dip could be included in
the mill feed.
The portal area would be at the outcrop near Drill Holes 2 and 9.
This area is better known as the "bulk sample site."
2-6
FIGURE 2.3
T T S, R 25 E, S L B a M.
r\3 i
r
i; n
* I Cm*, AW # PifiX
i J 0 9 Co.* S Alt
{I 0/Cf. Wat * *\*»M
( j 0 9 Cat** A«#
U # J farv S ?. tot
f t # « (V* « A M
(1 * *"«** * n**
0t4 Cm* • mm 1
t+*> to'
WESTERN TAR SANDS.INC.
CORE & PILOT HOLES LOCATED IN
SECTION 16. T TS. R ZSE .SLBSU
UHTAH COUNTY. UTAH
V*
art *** 3!0 3/r
at* if %II
w» an ui it/ atf
u ut 1/* tit IV J W V* Vi if V9 $10 J J f 3J« JJf 3*0 1 M y*t a*i
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f u ' m H? rm / n rm an' rm 393'rm 394 rm i/*r rm Otf fM iwr tm
'«''« nif rm lit* 'M /I94 tft
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/ < / » rtt-nfv Cllv III' Cil* ntv nf* nf* nf*
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an* ant 5s*r » / / •
rur tui' iStJ" l a ? / ' J3?a 3W 9943 JS43 3943 3BJW J U T
(Hit i t TO c » * n n itur I H ( I M > I MAT >« l nu**a<o mow /•l ift no ' I t Of *Ctu*L (UMHCTI MM BT at «* IMDf* •» •uri*¥tltO« tmO IM*I IHI i t i t l i*t laul uo COMMCt n I H I M i l o r M T *»o» i tos i «ko H U C
»t*rt or U I » H
WESTERN TAR SANDS, INC RAVEN RlOGE EXPIXWATION PROGRAM
VERNAL, UTAH
The two or three tunnel systems would have heights of 8' and
widths of 12'; cross-cuts would be driven on 20' centers.
Short, near vertical sumps or stopes would be driven into the
left rib of the first left entry. At a point when the development mining
would be terminated, a second or retreat mining would split the pillars
and include another stope in the left rib of the first left entry, thus
increasing the recovery.
Underground mining presents several objectionable pitfalls that
relate to the Mine Safety Health Administration (MSHA) regulations for non-
metal underground mining versus the less stringent regulations for non-metal
surface mines.
There is also the probability that the underground mine would be
considered gaseous or explosive in nature which would increase the cost per
ton drastically because of the specially designed equipment that would be
required to operate in an explosive atmosphere.
Therefore, little consideration was given to underground mining
and it is recommended that the operation be a surface mining operation until
such time when overburden removal and other costs make surface mining un
realistic.
2.4.2 Surface Mining
Several methods of surface mining are available to the project
for consideration:
2.4.2.1 Outcrop
This method allows the operator to quickly mine the outcrop with
a minimum of overburden being moved. The maximum depth of overburden would
be 10'. Objections develop in this particular method since the grade of
mill feed desired is 8%. Outcrop samples along the strike of the tar sands
zone indicate that the grade would be about 5.6% bitumen content.
2.4.2.2 Shallow Surface Mining
Shallow surface mining in this case means a maximum overburden
of 30-40 feet. This would allow the lower grade outcrop material to be
2-8
discarded as waste, stockpiled for further testing or comingled with the
higher grade material to maintain an average mill feed grade of 8 to 8.5%.
2.4.2.3 Deep Surface Mining
This method requires serious consideration when plant capacities
and grade requirements are such that large scale operations can be put into
effect. When large scale deep surface mining is taking place, overburden
of 100' to 150' or more could be expected. The actual pit configuration
would be dictated by the economics of that period.
2.4.3 Recommendations for Method of Mining
Generally speaking, because Phase One requires so little tonnage
per day (100 tons/day) and yet a fairly high grade mill feed, a combination
of outcrop and shallow surface mining methods should be used.
2.5 PHASE ONE - DETAILS
Approximately 0-30' of overburden will be removed to expose the
tar sands. As the overburden is being removed, a recovery trough will be
cut at the base of the tar sand zone. Entry into this recovery trough will
be via a decline of about 20% grade. Once the recovery trough is cut and
the overburden is removed, the exposed tar sands will be drilled by air
track mobile pneumatic drills and then blasted.
The detonation sequence wjll be such that the exposed tar sands
will be moved into the recovery trough so that a track-type loader will be
able to access the pulverized tar sand by traversing the decline. As the
ore is removed from the recovery trough, a track-type dozer will be used to
doze additional tar sand ore into the trough.
2.5.1 Explosives versus Rippability of Overburden
While developing this surface mine plan, two options have come to
light concerning the ways in which the overburden and the tar sands material
may be excavated. They are 1) shooting with explosives and 2) ripping the
overburden with a heavy dozer. The material appears to be thinly bedded,
2-9
anywhere from 8 inches to two feet. This makes it a good candidate for
ripping. Nevertheless, there is concern whether the oxidized portion of
the overburden is unconsolidated; as the operator cuts deeper, it is feared
that this sandstone will tighten and be substantially more difficult to rip.
A problem also exists with explosives in that when detonated, the
concussion may follow along the bedding planes, reducing the effect of the
explosives.
Nevertheless, it is recommended that explosives be used initially,
drilling and shooting the overburden and tar sands will allow a clean, cer
tain beginning for the mine. Later, the operator can experiment with ripping
and a determination as to which process is more cost effective for this
specific site can be made.
Drillhole size for the explosives in the overburden removal phase
should be 3-3i inch. The 3£ inch hole is recommended so that larger pieces
will be available for the dozer to move.
In the tar sands removel, a 3£-4 inch shot hole diameter is recom
mended so that the maximum amount of pulverization is accomplished on deto
nation in order to reduce the workload at the process plant.
2.5.2 Sequence of Operation
The first step in the extraction sequence will be to drill the
overburden holes on 51 centers and spacing holes on 6' centers; the depths
of these holes will average about IS1 running from 4' to 5' near the out
crop and 25' to 30' in the area of the recovery trough.
At the completion of these holes, they will be loaded with the
designated explosives and detonated.
The next step will be to move the overburden material into stock
pile. Here again, the operator will use his own judgement in determining
the exact amount of overburden material to be placed in storage. Some
material will be moved up the incline and will be placed in another stockpile.
After the overburden and the incline material has been removed, the
actual mining of the tar sands can begin.
2-10
The detonation pattern will be according to a predesigned plan. It
should be noted that the shooting sequence will be such as to move the tar
sands to the recovery trough. Here, it can be loaded out by a track-type
loader, moved up the incline, and loaded into a truck where it is then
hauled to the mill site, crushed, and processed.
An on-site review of the preceding plan has been conducted in
order to assure the plan will work satisfactorily.
2.5.3 Dilution
One of the areas of concern encountered in a surface mine of this
nature is the problem of dilution. It is important that a mill feed grade
of about 8% is desired. In order to do this, the dilution must be limited
to 5-10% by weight; this presents a problem which is outlined below.
Dilution will enter into the mill feed material at five different
points in the transport system. If dilution at these points can be eliminated
or reduced, then the 5-10% dilution can be maintained. The five points are:
• Dilution Point 1: Removal of the overburden material. If the
barren overburden is allowed to comingle with the ore, dilution
rates will increase.
• Dilution Point 2: If the tar sand ore is removed from the sur
face mine by dozer, the ore will become diluted when dozed up
the incline. There will be an opportunity for dilution to take
place as the ore moves across the barren overburden zone.
• Dilution Point 3: If the stockpiled ore is allowed to mix with
the surface in the stockpile area, dilution will take place.
• Dilution Point 4: If the seam is overdrilled or overshot below
the base of the tar sands seam, then dilution of the tar sands
ore from the barren underburden will occur.
• Dilution Point 5: When the recovery trough is excavated, there
may be considerable dilution of the ore material. The slot will
be cut at the foot of the incline parallel to the strike of the
tar sands. As this slot is being made, overburden material from
the highwall will possibly sluff into it diluting t/ie ore.
2-11
Appropriate solution or solutions have been found for each of
the above dilution points.
2.5.4 Equipment Description
Most of the equipment used in this mine plan is based on Cater
pillar model numbers. The loader should be the 955 L-type track loader
which has a capacity rating at nominal heap of 2.25 loose cubic yards.
This loader can also be equipped with a light ripper-scarifier for testing
on its own capacity for ripping the tar sands or the overburden material.
The drill should be comparable to the AT 50 Air Track Drill Car
rier which has an adjustable boom with a 33° rotation on the vertical axis,
and a vertical boom that has the ability to drill at any vertical angle. The
air compressor should be a Flexair 750 Portable Air Compressor or equivalent
which provides 750 cubic feet at 60 - 150 psig. Sullair also provides a
suitable machine called the Sulatrack which is a 750 A Track Drill. Either
of these drills will drill the 3-4 inch holes needed for the explosive.
The track-type dozer recommended for this job is the D8K with a
ripper.
2.5.5 Projected Tonnages
The chart below indicates the projected tonnages for the surface
mine (first lift) and is based on the pre-designed mine configuration.
Type of Material
Overburden
"Outcrop"
Decline
Mill Feed (Ore)
In Place (BCY)
5,860
925
660
3,875
Specific Gravity
2.3
2.2
2.3
2.2
Weight (Tons)
11,350
1,710
1,729
7,180
Broken (LYC)
9,000
1,400
1,000
6,000
The 7,180 tons of mill feed is approximately double the required
3,380 tons for the first three months of plant operation.
The additional tonnage is caused by three factors: 1) economics;
it is less expensive to mine more tons, 2) the increased width of the mine
2-12
because of the topographic nature of the deposit, and 3) the extra material
to the northwest of the initial starting plane. The actual grade of this
extra material is unknown and may be slightly weathered; however, it has
been included in the 7,180 tons of reserves of the first lift. A decision
on whether to actually include it as mill feed will be made once the over
burden has been removed.
In conclusion, volume and tonnage calculations indicate there are
more than adequate reserves in this first lift for the first three months
of operation. A second lift will then be started to the southeast.
2.5.6 Operating Cost
Estimated costs for the first lift (7,180 tons tar sand ore) have
been calculated. Usage schedules are also determined. Estimates are based
on certain assumptions. Note that three tasks are described:
Job No. 001 Mine Site to Ore Stockpile
Job No. 002 Tailings to Mine Site
Job No. 003 Reclamation
• Mine Site to Ore Stockpile: This job requires that the overburden
be removed and the ore placed on the mill feed stockpile.
• Tailings to Mine Site: The tailings will be accumulating on a
daily basis at a rate that does not justify the 100% availability
of a truck and loader. The ore will therefore be accumulated in
lots from 1,000 to 3,000 cubic yards; then the contractor will be
notified to report to the plant site and remove the tailings to
the mine site.
• Reclamation: Final reclamation will take place at the end of the
project but replacement of the overburden and tailings as well as
forming of the final contour will be conducted concurrently with
mining extraction.
It should be noted that mining cost is estimated to be $6.67/ton
of tar sand, tailings handling costs are $1.25/ton and reclamation costs
are $2.25/ton for a total cost of $10.17/ton of tar sand. This high unit
cost is due primarily to inefficient use of necessarily large equipment in
conjunction with small tar sands tonnage requirements.
2-13
In addition, this estimate has been made based on the assumed
need to drill and shoot al_l_ overburden and tar sands. However, it is still
felt that the tar sands may be ripped by a dozer especially as the grade
improves with depth. Ripping will be attempted, and should it be effective,
cost savings will result through considerably reduced drilling and shooting.
Thus, appreciably reduced costs may be expected in large scale
operations in which 1) equipment capabilities may be fully utilized, and
2) ripping of the tar sands is practical. It is roughly estimated that
cost reductions on the order of 30% to 60% may be possible in operations
of 1,000 to 2,000 ton per day scale and working in reasonably favorable
conditions.
2.6 MINING REGULATIONS
A meeting was held with Federal Mine Safety and Health Administra
tion (MSHA) personnel in June 1981. Details of the meeting are available.
Of immediate importance are: MSHA will have jurisdiction over the
mine and plant, notification prior to construction is required, and the use
of contractors for mining will negate the need for a training plan.
2-14
3.0 MATERIAL HANDLING
3.1 TRANSPORT FROM MINESITE AND INITIAL SCREENING
Tar sands will be transported from the mine site, either directly
from the mine or from a stockpile located near the mine, to the material
handling area by truck. The ore will be dumped onto a grizzly (large screen)
where material of size less than 6" x 6" will pass into a twenty ton hopper.
The hopper acts as a reservoir for the ore so that it may be discharged at a
controlled rate. Material that does not pass the grizzly will be forced
through using the front end loader or removed.
The material in the hopper will be fed onto a syntron vibrating
pan feeder to control the flow of material onto a conveyor where it will
be transported to the crushing unit. (See Figures 3.1 and 3.2.)
3.2 PRIMARY CRUSHING
Ore will pass from the conveyor into a Hazemag SAP-1 Impact Crusher
where the 6" x 6" material will be reduced to approximately li" x H" size.
The material leaving the crusher will be conveyed to a stockpile for future
use. (See Figures 3.1 and 3.2.)
3.3 SECONDARY CRUSHING
The secondary crushing phase will reduce the 1£" material from the
primary crushing to whatever smaller'size is required by the plant. Ore
will be taken from the primary crushing stockpile by front end loader and
once again be placed into the hopper. The ore will pass over the pan feeder
and onto the conveyor transported to the same crusher used for primary
crushing, however, operating at a different speed to achieve the required
smaller size. From the secondary crushing the ore will feed onto another
conveyor for screening. (See Figures 3.1 and 3.2.)
3.4 FINAL SCREENING AND WEIGHING
Material from secondary crushing will be screened to ensure that
all material does in fact meet the requirements of the plant in terms of
3-1
size. Material which does not pass the screen will be conveyed to another
stockpile and once again be cycled through secondary crushing (see Section
3.3). The material which does pass the screening will be weighed on a
Ramsey weigh belt feeder, then fed onto a final conveyor to be transported
to the processing plant. The tar sands are delivered to the extraction pro
cess at a nominal rate of 100 lb/min. at ambient conditions. The current
operational mining philosophy is to use two operators during the mining
operation, stockpiling enough feedstock for one week of continuous processing.
(See Figures 3.1 and 3.2.)
3-2
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FIGURE 3 .2 . MATERIAL HANDLING SYSTEM CONVEYOR ELEVATIONS
4.0 PROCESSING
4.1 GENERAL
The recovery of bitumen from tar sands can be categorized as
either a thermal or a solvent extraction process. The Western Tar Sands
Raven Ridge Pilot Plant is a unique process plant, which incorporates a
counter-current three stage solvent extraction process with a patented
ultrasonic extraction process.
The patent awarded to WTS asserts that the ultrasonic extraction
unit will increase the rate of bitumen extraction from tar sand feed stock
in a solvent extraction circuit. This unique process provokes a number of
economic and process-design questions. These questions will be discussed
later. It is expected that the WTS Pilot Plant will clarify all problems
and question by meeting the following objectives:
• To test the extractive efficiency of the ultrasonic unit varying
the following parameters:
- Different tar sand feedstocks
- Solvent type
- Particle size of the feedstock
- Residence time
- Solids weight fraction in the slurry
- Ultrasonic power input
- Temperature
- Pressure
• Under steady state conditions study the efficiency of each
process unit as a function of the above parameters.
• To provide a meaningful product inventory for bitumen analysis
including upgrading and combustion studies.
The process design criteria, including feedstock and solvent
characterizations, process design requirement, and the test objectives are
discussed in the next section. The process is described in some detail and it
4-1
includes extraction (including the ultrasonic unit), solvent recovery,
storage, process control, data acquisition, and utilities.
4.2 PROCESS DESIGN CRITERIA
The process was designed on the basis of the following criteria:
• Test objectives
• Characteristics of the feed
• Other design data
4.2.1 Test Objectives
The WTS Raven Ridge Pilot Plant has been designed to achieve the
following test objectives:
1) Process different tar sand feedstocks on a "steady state" basis
to provide a meaningful product inventory for
a) Analysis
- distillation
- chemical composition
- particulate content
- heavy metal content
b) Upgrading to a finished product (i.e., diesel fuel)
c) Combustions studies (e.g., fluidized bed, boiler, etc.)
2) Vary significant process parameters in a controlled manner to
determine the effect on product quality, processing rate, and overall
energy consumption. Parameters that will be varied include:
a) Feedstock particle size: Smaller particles require more
energy for the crushing operation and may result in a higher particulate
content in the final product as well as more dust control problems in the
material handling/reclamation stages.
The system has been designed to handle particles from i" down to
10-28 mesh. It is recognized that the extraction ratio will be poorer for
the consolidated resources but may not suffer appreciably for the soft
4-2
unconsolidated oil sands. A matrix of recovery efficiency can be constructed
for each basic type of resource tested.
b) Ultrasonic energy input: The amount of ultrasonic energy added
to the slurry will be varied as will the residence time of the material in
the ultrasonic extractor. Power levels of at least five watts per cm2 should
be used to ensure intense cavitation. Insufficient power levels will not in
duce local cavitation and ensuing bubble collapse on the particle surface.
c) Feedstock/slurry temperatures: Tests will be conducted with
different feedstock from various Utah deposits and material shipped in from
other resources and slurry line temperatures.
Higher temperatures increase the molecular motion of the solvent
and possibly its effectiveness. Also higher temperatures should decrease
the viscosity of the slurry, making it easier to mechanically agitate and
pump through the lines. Handling the product at elevated temperatures may
require less diluent and solvent to be left in the end product. Running
the process with different slurry temperatures will also provide some use
ful information on the effects of climatic changes.
d) Mechanical mixing rates/speeds: Mixers are designed so that
the paddle speed can be varied to compensate for different particle sizes
and their associated settling rates. Although there may be some mechani
cal scouring or local cavitation at the paddle surface that would enhance
the solvent extraction process, the primary effect of mixing appears to be
the creation of a turbulent, highly<onvective local environment surround
ing each sand particle; a local environment that is not diffusion limited.
The power consumed by the mechanical mixers will be monitored as
well as the speed to be able to calculate the overall plant energy efficiency.
e) Slurry composition: The solids fraction in the slurry will
be varied ±20% about the baseline value to determine the effect on extrac
tion efficiency and pumping/mixing requirements.
f) Slurry flowrates: Pumping equipment and control valves have
been designed to vary flowrates by at least ±50% to provide some data on
the sensitivity of residence time within the extractor units. Bypass lines
will be employed to circumvent particular extraction stages and thereby ob
tain information on the effectiveness of that unit.
4-3
g) Type of solvent: The baseline solvent is hexane but casing
head gas, heptane, kerosene, and chlorinated solvents are also alternate
solvents that will be used. The use of added chemicals that could enhance
the extraction or solvent recovery process (i.e., wetting agents, pH modi
fiers, etc.) may be employed.
3) Collect sufficient data so that a material and energy balance
can be determined for each major subsystem as well as the mining/process
ing plant as a whole.
A detailed chemical analysis of the feedstock, the product extract,
and the processed sand/solvent residue will be required. It will require
monitoring power and fuel consumption levels during the operation. Based
on experience with other solvent extraction techniques, the economics of
the process will depend on the ability to recover the solvent from the pro
cessed sand. As a result, this subsystem has been designed using proper
instrumentation and control to determine parameters which maximize the re
covery process.
4.2.2 Characteristics of the Feed
The Raven Ridge deposit is a consolidated deposit with a bitumen
content of approximately eight percent. The water content is approximately
.10 percent by weight, which is unusually low for tar sands. The estimated
feedstock characteristics used in the design of the pilot plant are shown
in Table 4.1. One of the objectives of the pilot study is to produce a sub-
stantial amount of material in order to fully characterize the feedstock.
The information to be obtained from the characterization includes:
• Degree of consolidation of the resource
• Bitumen content
• Water content
• Size distribution, primarily the quantity of fines produced in the process
• ASTM boiling point curve
• Fire point of the bitumen
4-4
TABLE 4.1. ESTIMATED FEEDSTOCK CHARACTERISTICS OF THE TAR SANDS
6.5 ± 2 percent bitumen
135 lb/ft3 (estimate)
10 mesh to i" diameter
Bitumen analysis
Carbon 78.0 ± 2%
Hydrogen 9.5 ± 1%
Oxygen 6.0 ± 1.5%
Nitrogen 1.2 + 0.2%
Sulfur 0.4 ± 0.1%
Heavy Metals TBD
4-5
• Flash point of the bitumen
• Softening point of the bitumen
• Pour point of the bitumen
• Viscosity of the bitumen
• Heat capacity of the bitumen
• Specific gravity of tar sands in the bitumen
• Elemental analysis of the bitumen
• PONA analysis of the bitumen
• Bulk density of the feedstock
• Porosity and permeability of the feedstock
• Thermal conductivity of the feedstock
• Mineral content of the sands
4.2.3 Solvent Characteristics
The baseline solvent to be used is n-hexane: alternate solvents
include casing head gas, heptane, and kerosene. The use of surfactants,
pH modifiers, and chlorinated hydrocarbon solvents may also be employed.
In selecting a solvent, the following physical parameters are considered:
• ASTM Boiling Point Curve
• Vapor Pressure
• Heat of Vaporization
• Viscosity
• Heat Capacity
• Specific Gravity
• Kauri Butanol Value
• Molecular Weight
4-6
The following economic and design factors also enter into deter
mining the best solvent:
• Economic
- Unit price
- Availability
- Deliverability
• Design
- Toxicity
- Lower and upper explosion limits
- Solvent losses in the product, spent sand and vapor
Another objective of the pilot plant study is to evaluate various
solvents from design and economic perspectives.
4.2.4 Design Data
The WTS Raven Ridge Pilot Plant has been designed for a nominal
tar sands processing rate of 100 Ib/min with a ±50 percent range of opera
tion. For a bitumen content of eight percent and an estimated recovery
rate of 80 percent, the pilot plant is expected to yield 30 BPD of product
oil. The design data and process performance criteria are shown in Table
4.2.
4.3 PROCESS DESCRIPTION
The major process systems of the WTS ultrasonically enhanced
solvent extraction process are depicted in Figure 4.1. As indicated,
the process is comprised of the following major elements:
• Extraction
• Solvent recovery
• Storage
• Process control
• Utilities
4-7
TABLE 4.2. DESIGN DATA AND PROCESS PERFORMANCE CRITERIA
a) GENERAL DESIGN DATA
Location: Altitude: Plant Availability Factor: Climate: Product Storage: Fuel Storage Requirements: Solvent Storage Capacity: Plant Design Life:
b) MINING OPERATION
Mining Rate: Feedstock Size: Instrumentation:
c) PROCESSING OPERATION
Processing Rate: Product Character:
General Instrumentation Requirements:
d) ENVIRONMENTAL REQUIREMENTS
Air Quality: Archaeological:
Reclamation:
e) SAFETY REQUIREMENTS
Fire Control:
Insurance:
Emergency Communication:
Operational Safety:
Raven Ridge, Utah, Section 16, T7S, R25E 5,800 - 5,900 feet 10-12 hours/day for testing Semi-arid 2 weeks 2 weeks 2 weeks 1 year
30 ton/day continuous plus 1 week stockpile 28 mesh to i" diameter crushed/screened feed Method of monitoring fuel/power consumption
- mining/transporting (dozers, trucks, etc.) - crushing/screening (power requirements/
thruput)
100 lb/min. nominal (basically unknown) 4:1 bitumen/solvent ratio (estimate) Product market: Upgrading requirements:
Provide instrumentation material balances for:
unknown unknown—diluent may be required for handling
to monitor heat and
- extraction system - solvent recovery from product *- solvent recovery from sand
See Permit Applications. Two cultural sites were found on the property (see Mining Permit). Adverse impact on site 42UN984 will require minigation plan. See Revegetation Plan.
Utilize spacing and barriers in lieu of large fire water suppression system. Limit insured items to difficult-to-replace, plant-unique items (e.g., ultrasonic unit). Remote location of site will require emergency evacuation plan. Consider fail-safe emergency shutdown control system.
4-8
I SUPPORT SYSTEMS
UTILITIES
PROCESS CONTROL
Extraction:
Ultrasonics
and
Solvent
Residual Vapor Losses
/\
<- Recycle
Liquid Vapor
* ~
<-
\]/ Product
->
->
Solvent
Solvent Recovery from Vapor
Liquid Solvent
Solvent Vapor
^Solvent Vapor
Solvent Recovery from
Product
l£ olvent Oil "7K
V. Ta i1ings ->
Solvent Recovery from
Tailings
• ^
Storage:
.Solvent
.Diluent
.Diesel Fuel
.Product Oil
Solvent Makeup .Diesel & Diluent
Product Oil
7K~
Solvent
Liquid Solvent
Tailings
Clean Sand
Product OjJ
Asphal tenets
->
Figure 4.1. Simplified Diagram of Western Tar Sands Pilot Plant
The design basis, assumptions, and process interactions will be
discussed for each major process system.
4.3.1 Extraction
The WTS Raven Ridge pilot plant incorporates an ultrasonic unit
with a three-stage counter-current solvent extraction process. The general
process dynamics are depicted in the process flow diagram of Figure 4.2.
The extraction process can be operated independently from the mining opera
tions and the solvent recovery from the product oil system. This has been
achieved by stockpiling the feedstock and using an intermediate storage tank
for the pregnant liquor stream. If operational problems do occur in the
extraction system, either mining or solvent recovery operations can continue.
The extraction process is assumed to operate at both isobaric, and
isothermal conditions. The extraction process is comprised of premixer,
ultrasonic system operating on the raw tar sands slurry, followed by the
counter-current solvent extraction circuit. The details of these units
are given below.
4.3.1.1 Premixer
The raw tar sands are transferred to a premixer through an airlock.
In the premixer, the mixing liquor and the raw tar sands are mixed to a nomi
nal solids/liquid ratio of 1:1 to 1:4. The premixer is a rotating tank where
the slurry of tar sands and solvent can be rotated at various speeds. The
tar sands can also be mixed with the mixing liquor in a mixtank with an agi
tator. It is the objective of this arrangement to compare the mixing effi
ciencies of the premixer and the premixtank and agitator. One apparent
advantage to this coupled mixing arrangement is the added capability of
achieving the range of slurry composition required. The premixer will handle
the mixer solid functions with the mixtank and agitator offering a greater
efficiency of mixing with low solids fraction in the feed slurry. The pre
mixer has been designed for a nominal flow of 6000 lb/hr of tar sands. The
solvent flow rate can vary from 3300 to 24,000 lb/hr in order to achieve
various solids to liquid ratio.
4-10
FIGURE 4.2
TM-I PREMIXER
HS-I ULTRASONIC
EXTRACTION UNIT
M-2 PRIMARY MIXER
M~4 SECONDARY
MIXERS
CY8TK-3 TAILINGS, CYCLONE,
THICKENER TRAIN
S-3 SEPARATOR
DRUM
HX-I SOLVENT/OIL
PREHEATER CY8TK-2
SECONDARY, CYCLONE THICKENER TRAIN
CN-2 CENTRIFUGE
CYftTK-l PRIMARY, CYCLONE
THICKENER TRAIN
M-6 TAILINGS MIXER
D-l TAILINGS ORYER
A-2 EXTRACT
OIL COOLER
HSANDS ED
A-l TAILINGS.VAPOR
COUoLNSER A-3
SOLVENT FLASH TRIM CONDENSER
1
HX-3 SOLVENT, FLASH
EXCHANGER
DD-I DEDUSTER
H08
s-i ASPHALTENE SEPARATOR
HOS
fH AA / f - f 5 TM-I H S I
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® CM-T_^}—@-»[w\71 H V W j ® r
^ I " W PROCESS! DDrl I H O « < — • MPS | WATER —» "" _ _ y
STREAM NO
STREAM NAME
DESIGN Ib/W
SAND ib/hf
SOUD TAR tVW
UOUID TAR lfc/h,
SOLVENT IVtu
rEMPT/PRES PSA
STREAM NO
STREAM NAME
DESIGN lb/lv
HI TAR SAN03
6000
S520
460
A««.
w TAILINGS UNOERflfiW
7965
HI MIXED SLURRY
12602
5520
400
537
6145
120*F/12.0
3£ IEC
7965
HI MIXER FEED
12602
5520
346
591
6145
1 2 0 V 1 Z . 0
c w 2330
HI PREGNANT LIQUOR
3891
430
3461
1 2 0 V 1 2 . 0 .
Z3£I 6010
31 PRIMARY UNDERFLOW
8711
5520
173
334
2684
120- /12 .0
RECLAIM SOLVENT
233Q
HI RECLAIM LIQUOR
6444
62
6382
1 2 0 V 1 2 . 0
~w RECYCLE SOLVENT
5786
HI SECONDARY CY-2 FEED
15155
5520
69
500
9066
1 2 0 - / 1 2 . 0
3E DILUENT
502
HI MIXING LIQUOR
6602
457
6145
1 2 0 V 1 2 - 0 w EXTRACTED JBL
435
HI SECONDARY UNDERFLOW
8553
5520
69
43
2921
1 2 0 - / 1 2 . 0 s: 120V12.0
ASPHALTENES
la: RETURN SCV^EJUL
5856
5847
~w RECOVERED SOLVXUI
3456
HI TAILINGS CY-3 FEED
14409
5520
45
7«
8768
1 2 0 ' / 1 2 . 0
MAXE UP SOLVENT
70
T"1^ WESTERN TAR SANDS RAVEN RIDGE PILOT PLANT
DESCRIPTION ULTRASONIC SOLVENT EXT
PROCESS FLOW DIAGRAM WKJETTBT
MoAMcsff; B AMIRIJAFAPI
SAND IH/K. 5520 5520 5520 IBrT Basr-JtLX.
SOUD TAR ft/to 45 45 45 *9T acNTApraoMML
uamoTAft i»/w 14 14 14 421
SOLVENT I k / W 2306 2386 2330 56/375 KjO 2330 5777 14 3447
rcMP. T / P R E I P S U 12QVU.0 12Q-/12.0 157V11.0 100V12.0 120-/12.0 <M*/).?-0 eoyu.o 120»/12.0 120V12.Q B20*/i2.0
xmmx
70 """os-os-osz-soz Scfcnc* Application!, I W C J T M I scut m»a.«tt.DCHCc
4.3.1.3 The Counter-Current Solvent Extraction Circuit
A three stage counter-current solvent extract ion process is used.
N-Hexane is the baseline solvent. Alternate solvents including kerosene,
dr ip gas, surfactants, and chlorinated hydrocarbons are being considered.
Each extract ion stage in the c i r c u i t contains the fo l lowing iden
t i ca l elements as depicted in Figure 4 .2 .
• Mixer
• Sump Pumps
• Cyclones
• Thickeners
Each item will be discussed as to its primary function, the process
assumptions made, and its relationship in the process flow of the circuit.
The function of the batch mixer in the circuit is to increase the
residence time, and the interfacial contact between the solvent and the tar
sand. The efficiency of each mixer is a function of the residence time and
the degree of agitation. The physical character of solvent/tar sands/slurry,
including the solids weight fraction, the particle size distribution, the
specific gravity of the mixture, and the slurry temperature, has a direct
bearing on the efficiency of the mixing cycle. Each mixer is constructed
with a draft tube as the outlet. This type of construction will prevent
short circuiting from occurring in the mixer, thus ensuring that the slurry
spends the full residence time in the mixer.
The mixed solvent/tar sands/slurry is gravity-fed to a sump pump.
The sump pumps in the solvent extraction circuit function as a mixer and as
a feed pump for the cyclones. The pumps in the circuit have been designed
with a high re-circulation rate; thus improving the solvent to solid contact
in addition to increasing the total residence time of the solvent circuit.
The cyclone-thickener trains, as depicted in Figure 4.2, selec
tively separate the large particles and fines from the slurry. This step
is essential in the solid/liquid solvent extractions circuit for tar sands.
There are two cyclones in parallel in each extraction stage to adequately
cove" the range of solids to be experienced in the plant.
4-13
Efficient operation of the cyclones depends on the following
variables:
• Feed flow rate
• Feed pressure or pressure drop
• Solids concentration
• Solids size and shape
• Sol ids density
• Liquid density
• Liquid viscosity
• Back pressure
• Volume split
The efficiency of cyclones depends on the most critical design
parameter, i.e., the three aperature sizes for the feed, overflow, and
underflow. The cyclones in this process are designed such that they can
be varied to obtain the best operating conditions.
The overflow from the cyclones is delivered to the thickener
where the fines and the extracted oil/solvent mixtures experience a rela
tively long residence time. A relatively high solids weight fraction in
the underflow will be experienced. The slurry is transferred by a diaphragm
pump located directly below the thickener.
It was assumed that a combined underflow of 60 to 70 percent
would be realized in the cyclone-thickener train.
4-14
4.3.2 Solvent Recovery
The recovery of solvent from the process streams is of primary
importance to the economic viability of the process. There are four sys
tems where a potential for solvent loss exists. These systems are:
• Recovery of Solvent from the Product Oil
• Recovery of Solvent from the Tailings
• Vapor Recovery Circuit
• Drain System
Each of these systems is discussed in some detail.
4.3.2.1 Recovery of Solvent from the Product Oil
The product oil recovery system is based on an adiabatic equilibrium
flash separation of the solvent/oil solution. The product oil recovery cir
cuit is composed of the following units:
• Solvent/oil preheater
• Flash heater
• Solvent flash exchanger
• Asphaltene separator
• Flash separator drum
• An extract oil cooler
• Solvent flash trim condenser
• Extract oil pump
The efficient operation of the flash recovery system is a function
of the solvent and oil composition and the operating temperature and pressure
of the flash drum. To determine the solvent/oil split the ASTM boiling point
curve for the solvent and the extract oil must be supplied. Pseudo and actual
hydrocarbon components can be determined from these curves, thus providing a
quantitative definition of the feedstock. From the solvent to oil ratio and
the component mixture, an overhead split can be calculated. The pressure of
the system is dictated by the pressure drop of the system downstream of the
4-15
flash separator and is constrained by the pressure rating of the flash
separator. The temperature of the system is limited by the hot oil system
which provides a maximum temperature of 600°F. The energy efficiency of the
flash system is dictated by the solvent type, the required solvent/oil split
and the efficiency of the exchanger units.
The solvent/oil split is limited or constrained by the minimum
amount of solvent required in the product to maintain fluidity until the
product stream is diluted with a diluent (kerosene). The amount of residual
solvent left in the extract oil is determined by the solvent type.
In the nominal design case, approximately 3891 lb/hr or 11.7 gpm
of pregnant liquor is delivered to the product oil recovery circuit. Approx
imately 80 percent by weight is n-hexane and 11 percent by weight is extracted
oil. This extracted oil amounts to 90 percent of the feedstocks oil assay.
The solvent/oil solution is preheated from 120°F to 143°F by the solvent/oil
preheater, thus recovering some of the sensible heat in the extract oil.
The solution is then transferred to the asphaltene separator. The character
istics and the quantity of asphaltenes are unknown since little has ever been
extracted from tar sands.
The solvent/oil mixture will reside in the asphaltene separator for
approximately 1£ hours. Due to the lack of knowledge concerning asphaltenes,
it is questionable whether they will separate out. If asphaltenes are present,
the higher temperature of 143°F will enhance the separation by reducing the
specific gravity of the solvent/oil solution.
The asphaltene separator can either be bypassed or the temperature
and the residence time can be increased by recycling the solvent/oil solu
tion through the separator. This procedure will enhance separation of the
asphaltenes.
The solvent/oil solution is preheated to 245°F by the condensing
solvent, n-hexane, in the solvent flash exchanger, thus recovering the avail
able latent heat of condensation of the solvent, 156 btu/lb in this case. To
achieve the design flash conditions of 32 psia and 391°F, approximately
1 x 10^ but/hr is input to the solvent/oil stream by a hot oil heater. An
adiabatic equilibrium flash occurs at the above conditions, producing an
8:1 solvent to oil split. It is assumed that a solvent content of 3.5 percent
4-16
by weight of the extract oil will be adequate to maintain fluidity of the
oil through the remaining process units. -7
As indicated in Figure 4.2, the extracted oil recovery rate
is 88 percent which is a 30 gpd production rate. The solvent loss in the
oil amounts to 20 percent of the makeup stream, or .24 percent of the cir
culating solvent. The recovered solvent amounts to 3456 lb/hr, or 11.7 gpm.
This recovered solvent is reduced in temperature from 391°F to 120°F by the
condenser and the solvent flash trim condenser. It is returned to storage
at this temperature or directly mixed with the makeup stream and added to
the tailings mixer. Less than .1 percent of the oil is recycled with the
n-hexane solvent. These parameters will change with a change in the sol
vent. As the range of the boiling point curve increases, as in the case
of kerosene, more oil will come off with the solvent in the flash system.
This is mainly due to the higher temperature at the flash stage.
4.3.2.2 Recovery of Solvent from the Tailings
The tailings recovery and treatment system is based on the process
of drying by heating the sand to a temperature above the boiling point of
the solvent. The efficient recovery of the solvent from the tailings is
achieved by the following units:
• Centrifuge
• Tailings dryer
• Tailings vapor condenser *
• Separator drum
• Pump
• Deduster
The tailings recovery circuit functions to substantially reduce
the residual solvent in the tailing and recover the solvent. This step
is of both economic and environmental concern.
To effectively reduce the amount of thermal energy required for
the drying step, a centrifuge was added to the recovery circuit. The cen
trifuge reduces the amount of residual solvent in the tailing. The optimum
4-17
size of the centrifuge is determined by the economic balance between
centrifugal power input, capital and operating cost, and the capital
and energy requirements of the dryer. A small centrifuge with a capacity
of 6 to 8 gpm has been specified for the plant. This flow amounts to 50-
70 percent of the nominal flow delivered to the tailings circuit. The
liquid extract from the centrifuge is combined with the overflow from the
thickeners.
In the present process flow estimate, 7961 lb/hr of underflow from
the tailing-cyclone-thickener train is delivered to the tailing dryer through
the tailing dryer inlet airlock. The airlock functions to prevent backflow
of the solvent vapor into the slopes. The sand dryer is a Bethlehem unit
which consists of hollow screw feeder and a jacket. The hot oil flows
through the hollow screw and the jacket, thus providing heat to the sand
wiched sand in between. The tailing dryer efficiency is a function of the
heat transfer coefficient between the slurry, the shell, and screw of the
dryer. The heating medium for the dryer is therminoil, which is supplied
to the dryer at a temperature of 600°F. The tailing dryer is rated at
660,000 Btu/hr. In the nominal design case, approximately 420,000 Btu/hr
will be required. This energy requirement assumes the centrifuge is not
operating.
The solvent is vaporized from the tailings at a temperature of
157°F and immediately condensed in the tailings vapor condenser at a rate
of 2330 lb/hr. This reclaimed solvent is mixed with the recovered solvent
to ultimately be recycled to the soTvent extraction circuit. The tailing,
exiting the dryer at a temperature of 157°F, has a residual solvent content
of approximately .1 percent, and a residual tar content of approximately 1
percent.
Depending on the fines produced during the processing, dust may
occur when the tailings are discharged. To prevent this from occurring,
for environmental reasons, process water will be sprayed on the tailing
prior to entering the discharge conveyor which is called the deduster.
To prevent the occurrences of dust, about 375 lb/hr of water may
be required. The actual process water requirements, if any for this step,
will be quantified during the pilot plant operation. The spent tailings
4-18
are hauled by a front end loader to the disposal area. A two to three hour
period for transferring the tailings by a front end loader is anticipated
at the nominal tailings flow rate of 6010 Ib/hr.
4.3.2.3 Vapor Recovery Circuit
The process systems of extractions, product oil recovery, tailings
recovery, the drain system, the storage system, and the hot oil system, will
experience solvent and light hydrocarbon losses. These losses occur from
the nitrogen blanket and purging systems which encompass nearly every process
unit and storage tank in the pilot plant.
The major solvent losses will occur in the premixer and tailing
dryer air locks and the Bethlehem seals. The loss is estimated to be approx
imately 140 lb/hr. Other anticipated losses amounting to 40 lb/hr will be
from the blanketing system.
To reduce these losses to an economical and environmentally accept
able level, a refrigeration vapor recovery system has been specified. The
solvent recovered from the vapor will be recycled and returned to the tailings
mixer or the solvent storage tanks.
4.3.2.4 Drain System
During the operation of the WTS pilot plant, spills, leaks and
malfunctions will occur causing solvent to be lost if they are not antici
pated. These losses are minimized by a drain recovery system.
All leaks, spills and solvent dumps which may occur for whatever
reason will end up in the drain system. The solvent and the sands will be
pumped from the sump to the wash tank (tailing mixer). This system is also
under a blanket of nitrogen gas; consequently, some vapors will end up in
the vapor recovery system.
4.3.3 Storage System
The pilot plant contains eight major storage systems which include
the following:
4-19
• Solvent Storage
• Extract Product Oil Storage
• Diluent Storage
• Diesel Fuel Storage
t Asphaltene Storage
t Process Water Storage
t Nitrogen Storage
t Pregnant Liquor Tank
Each storage tank is maintained under a nitrogen blanket of 10 to
20 inches of water. The nitrogen blanket functions to reduce vapor losses
and allow the installation of a cheaper fixed roof API tank versus that of
floating roof type. Since the nitrogen blanket will become saturated with
solvent vapor, cross contamination between the storage tanks containing sol
vent, product, asphaltenes, diluent, and diesel could occur. This has been
prevented by installing check valves on the supply header between the various
critical tanks.
Also as the nitrogen blanket becomes saturated with the solvent,
the saturated mixture will eventually reach the exhaust header which is
either vented or recycled through the refrigerations vapor recovery system.
All storage tanks for the pilot plant have been specified as 220 Bbl API
tanks rated at 5 psig. The number of tanks for each system and the storage
capacity at the nominal design case is indicated in Table 4.3.
4.3.4 Process Control
The WTS pilot plant is superimposed with a versatile process control
system and an extensive data acquisitions grid. The control system has been
designed to operate the following process systems as separate systems or as
a complete process unit.
t Extraction
• Solvent Recovery
• Storage and Vapor Recovery
4-20
TABLE 4.3. STORAGE CAPACITY OF WESTERN TAR SANDS
RAVEN RIDGE PILOT PLANT
Storage System
Solvent
Product
Diluent
Diesel
Asphaltenes
Process Water
Pregnant Liquor
Nitrogen Blanket
No. of Tanks (Future Plan)
2
2 (4)
2 (3)
Actual Storage Capacity (Bbl) (Future Total)
410
420 (840)
420 (630)
420
420
5000 gal.
210
500 gal.
Process Storage* (Days)
53
6 (12)
9 (14)
7
1
1 - Based on nominal flow case, continuous 24 hour operation per day.
Due to the high pour point of the product oil and the asphaltenes, electric
bayonet heaters were specified for the product oil and asphaltenes storage
tanks.
4-21
The specific control options and the general guidelines for each
system will be discussed. The primary function of the process control system
is to bring the pilot plant to a steady state operation and to dampen the
minor process perturbations which occur during normal operations of any plant.
The pilot plant has been designed with an extensive interlocking
control system. This system functions primarily to allow for the smooth
transition during startup and shutdown operations. The prerequisite logic
matrix which dictates the sequential shutdown and startup prevent the over
loading of any single unit; thus, preventing spills, undue shutdowns, and
startup problems. As well as remote automatic control through the inter
locking system, local on/off control is included for each unit, as well as a
control/indicator panel which indicates the operational status of each unit.
The capability of knowing the operational status of each unit via the control
indicating panel as well as the ability to locally shut down a specific item
enhance the operation and safety of the pilot plant. Two remote energency
shutdown switches which shut the system down are strategically located. One
is in the control room and the other is located in the plant. By throwing the
switch, the complete plant with the exception of the mixer agitation and
rakes in the thickeners will shut down.
Each system is automatically controlled by the primary process
variable, whether it be temperature, pressure or flow. The extraction sys
tem, to be discussed next, is the most complex control circuit in the plant.
The malfunction or failure of any process unit will initiate an
alarm and flashing light. This will require the immediate response of the
operators. In some cases, due to the interlocking controls of the plant,
the system may begin to sequentially shut down, whereas in other cases, only
the local attention and response of the operator is required.
4.3.4.1 Extraction Control Circuit
The extraction circuit is probably the most complex system to
control due to recycle streams, and the amount of interlocking which must
be done to prevent major operational upsets.
It is the objective of the control circuit to maintain an isothermal,
isobaric and steady state operation of the counter-current extraction process.
4-22
The extraction system is inherently interlocked with the tailing
recovery, and the raw tar sands conveyor systems. The temperature of the
extraction process is dictated more specifically by the temperature of the
recovered solvent, the raw tar sands, and the ambient temperatures. The
pressure of the system is dictated by the vapor pressure of the solvent and
the operation or interaction of the nitrogen blanketing system with the
extraction system.
The operation of the extraction circuit is not interlocked with the
operation of the product recovery circuit; though if the product recovery sys
tem is not functional, the temperature capabilities of the plant are solely
limited to ambient conditions.
Flow rate, the primary control variable in the solvent extraction
circuit is maintained by variable speed pumps rather than control valves.
Due to the high percent of solids in the process streams, erosion would be
a major problem with control valves. The indication of flow for the various
process streams is accomplished by sonic, orifice, turbine, or rotameters,
depending on the characteristic of the process stream, onic meters are used
on all slurry flows, and turbine meters are used primarily on solvent/oil
streams.
Referring back to Figure 4.2, the solids content of the mixed
slurry is determined by setting the solids to mixing liquor flow ratio.
The solids feedstock flow rate is locally set at the feed hopper. By set
ting the above ratio the mixing liqujor flow rate is controlled by the mixing
liquor variable speed sump pump. The total flow rate as well as the solids/
liquid ratio is translated throughout the complete extraction circuit,
through the various flow and level indicator-control circuits.
Startup and shutdown are critical to the operation of the plant.
To allow for the smooth transition between the operation and the startup
and shutdown modes, an interlocking control matrix has been designed.
Either one or a number of the following prerequisites are required to
initiate a shutdown of the solvent extraction circuit:
• Failure of the tailing dryer
• Failure of the tailing deduster
4-23
• Failure of any pump in the extraction circuit
• Failure of the thickeners
• Failure of rotary airlock in the dryer
• Failure of any diaphragms pump
To start up the extraction circuit, the following prerequisites
are required:
• Generator be running
• Nitrogen blanket and purge system be running
• Hot oil system be running
• Instrument air system is operational
• Mixers and thickeners are started
• Tailings deduster and dryer are running
• Control systems are operational
When the above prerequisites have been met, startup of the extrac
tion system can proceed. Startup of the extraction process involves the
sequential startup of the various pumps in the circuit. The startup order
is given below:
• Primary cyclone feed pump
• Secondary cyclone feed pump
• Tailings cyclone feed pump"
• Reclaim liquor pump
• Feed pump
• Mixing liquor pump
• Pregnant liquor pump
• Solvent pump
• Thickener diaphragms pump
4-24
4.3.4.2 Solvent Recovery from the Product Oil
As previously stated, the primary operation of this system is the
adiabatic flash separation of the solvent from the extract oil. To achieve
the smooth operation of the systems; temperature, pressures, and flows are
controlled. Levels are maintained in the various separators to maintain
the necessary NPSH for the various pumps.
The pregnant liquor flow rate is set by the solvent recovery feed
pump. This flow rate is independent of extraction circuit as long as the
storage capacity of the pregnant liquor tank is not exceeded. Approximately
only one day of storage of pregnant liquor is available which indicates that if
at all possible,it is imperative that the solvent extraction circuit be
operational. The critical control parameters in this circuit include the
pressure of flash separator and the temperature of solvent/oil feed to the
flash separator. By controlling these two parameters, the product oil to
solvent split can be controlled. The temperature of the system is limited
by either the vapor pressure of the solvent or the flash tank pressure
rating, whichever comes first. The flash tank pressure rating is 150 psi
which is more than adequate for the temperatures and solvents being studied.
4.3.4.3 Storage and Vapor Recovery
The storage system is controlled by the following parameters;
temperature, pressure, and level. The temperature of the product oil and
asphaltene storage tanks is maintained above the pour point of the compo-
nents. The pressure in the tank is maintained below the API rating of 5
psi by maintaining an open system. The level is monitored in each tank to
prevent spill during loading operations and to indicate when ordering of
solvents, diluents, or fuel and shipping of the product oil must occur.
The operation of the storage, vapor recovery and the nitrogen
blanket systems are interlocked. It is a prerequisite that the nitrogen
blanket system be operating prior to the operation of any system. The
function of the nitrogen blanket system in relation to the storage system
is primarily to maintain the concentration of solvent vapor in the vapor
space outside of the LEL to UEL, lower explosion to upper explosion limits,
and to reduce the solvent losses to the atmosphere.
4-25
The nitrogen blanket system in conjunction with the glycol seal
on the vent stack,prevent the influx of oxygen (air) into the system.
This substantially reduces the possibility of explosion.
Solvent losses from storage and other systems occur to the atmos
phere through the vent stack. It is the function of the refrigeration vapor
recovery system to cut down these losses as much as possible for economic
and environmental reasons.
The vapor recovery system is connected in parallel to the vent
stack such that if an explosion or an unexpected flash or surge would occur
the nitrogen header piping is large enough to adequately handle the vapor,
and vent it through the stack without disrupting the vapor recovery system.
If high or low levels in the storage tanks occur both warning
lights and alarms will be activated. This will initiate the response of
the operators. This may necessitate the shutdown of the loading opera
tions, a specific pump, or the pilot plant in more drastic circumstances.
In summary, the control and operation of the storage system is
relatively simple.
4.3.5 Utilities
The pilot plant is a self-contained system, supplying its own
electrical, heating, and water requirements. The capacities of the five
major utilities systems listed below are tabulated in Table 4.4.
• Electrical
• Process heat
• Process and Instrumental Air
• Nitrogen
• Process Water
The function of each system will be discussed in the following
section.
4-26
TABLE 4.4. UTILITIES CAPACITIES
System
Electrical
Main Generator
Emergency Generator
Heat: Hot Oil Heater
Process & Instrument Air
Nitrogen Supply
Process Water
Description
277/440V, 3, 4 W
120/20BV, 3, 4 W
200 SCFM @ 80 psig
500 gal. liquid N2 tank
5000 gal. potable water supply,'40 gpm @ 70 psig
Power
440 kW
50 kW
2 MM Btu/hr.
4-27
4.3.5.1 Electrical
Two diesel generators have been specified for the pilot plant.
The main 440 kW generator supplies the power for the entire pilot plant.
The function of the 50 kW emergency generator is to supply power
to the following units in case of an emergency shutdown of the main gener
ator:
• Diesel pumps
• Water pumps
• Water heat tracing
• Lights
• Purge air fan
• Critical fail open solenoid valve
To maintain a reliable operation, two 1 gpm, 1/3 hp diesel pumps
are provided as a backup system for providing fuel to the generator.
The utility requirements of the various process systems are shown
in Table 4.5. These requirements were determined using maximum horsepower
ratings of the equipment. In this analysis, there was no attempt to account
for the system uses of nitrogen, instrument air or process water. As Table
4.5 indicates, the solvent recovery system requires nearly double the
electrical energy required by the extraction process. When the heat require-
ment of 2 MM Btu/hr is converted to kW we can see that the solvent recovery
circuits require 716 kW or 9 times more energy than the extraction process.
To reduce the energy requirements of the recovery system would greatly aid
in optimizing the design of a commercial tar sands extraction process.
4.3.5.2 Process Heat
Process heat is supplied by a Bethlehem hot oil heater rated at
2 MM Btu/hr. The primary function of the heater is to recover the solvent
from the extracted oil and the tailings. At a temperature of 600°F, therminoil
will degrade if it comes in contact with oxygen. A nitrogen blanket system
4-28
TABLE 4.5. PROCESS SYSTEM UTILITIES REQUIREMENTS
Process System
Mining and Material Handling
Extraction
Solvent Recovery
Storage
Utilities, Auxiliaries
TOTALS
Electrical
—
78.2
131.0
19.0
147.0
375.2 kW
Heat
—
—
2 MM Btu/hr. (585. kW)
—
-. — —
2 MM Btu/hr.
4-29
is provided to avoid this. At present, no actual estimates are available
on the degree of degradation. However, some makeup oil will be kept on hand.
4.3.5.3 Process and Instrument Air
A diesel driven air compressor supplying 200 SCFM at 80 psig has
been specified for the pilot plant. Approximately 100 SCFM will be dryed
to -40°F dewpoint which will prevent condensation and freezing from occurring
in the instruments.
4.3.5.4 Nitrogen
The nitrogen will be used to prevent influx of oxygen into the
solvent extraction system, the vapor recovery system, and the storage sys
tem. To achieve these objectives, nitrogen is used as a blanket and a purge
gas. The nitrogen blanket system will consume about 13 lb/hr of nitrogen.
The purge system which operates on the airlocks and the premixer will con
sume 27 lb/hr of nitrogen. Under normal design conditions, the total
nitrogen consumption is anticipated to be 40 lb/hr, or 60 gph. This trans
lates into a 3 to 4 day supply of nitrogen using a 500 gallon liquid nitrogen
dewer. In this case, two dewers should be supplied, which would offer a
design capacity of one week.
4.3.5.5 Process Water
During normal operations, process water consumption is anticipated
to be quite low. For the present design, little if any water is anticipated
for wetting of the spent tar sand. This process parameter will be quantified
during the operation of the plant and could ultimately be of economic and
environmental significance. Other uses of water in the pilot plant are pri
marily restricted to potable water, eye wash and safety shower use and
cleanup. For these various uses, a 40 gpm 70 psig pump is being supplied.
These are minimum estimates for the anticipated water consumption require
ments.
4-30
5.0 ECONOMIC ANALYSIS
5.1 INTRODUCTION
This economic analysis projects a net profit of $5.43/barrel of
oil sold based on a capital investment of $5,000/daily barrel, an operat
ing cost of $25/barrel (details of operating cost are given in Section 5.2),
an oil price of $35/barrel and a required rate of return on equity of 18
percent.
We assume the project to be financed entirely with equity funds.
The analysis is performed in constant dollars, assuming a washout of the
effects of cost and price escalation (the complete set of assumptions for
economic analysis are listed in Table 5.1)„
Project sensitivities to variations in capital cost, operating
cost, oil price and required rate of return have also been estimated and
are shown in Figure 5.1. As can be seen, the project is far more sensi
tive to downside variation in operating cost and oil price than capital
cost or required rate of return. This effect is primarily due to the
short development schedule which allows positive returns by year three.
However, even with a longer development schedule, this relationship would
remain apparent, if less pronounced.
5.2 OPERATING COST
A summary of operating cost is given in Table 5.2. It shows the
costs of:
• Mining and Restoration
• Solvent Loss in Tailings
• Cost of Heat Input
• Cost of Power
• Cost of Labor and Maintenance
It should be noted that mining and restoration are used as operating
cost rather than capital investment.
5-1
TABLE 5.1. MARKET, FINANCIAL AND TAX ASSUMPTIONS
Item Assumption
FOB Selling price, Raw Shale Oil (1981)
Escalation in Oil Selling Price
Escalation in Operating Costs
Escapation in Capital Costs
By-product Sales Credits
Production Days per Year (stream days)
Required Rate of Return on Equity
Fraction of Investment Debt Financed
Working Capital as a Fraction of Peak Capital Expenditure
Startup Cost Allowance as a Fraction of Opeating Cost
Severance Taxes (Fraction of Gross Oil Revenues)
Property and Ad Valorem Taxes (Fraction of Revenue)
Depletion Allowance (Fraction of Gross Oil Revenues)
Depreciation
Federal Income Tax Rate
Utah Income Tax Rate
Investment Tax Credit
Energy Tax Credit
Tax Liability Treatment
Capital Investment ($/daily bbl)
Operating Cost ($/bbl)
Construction Period
Operating Life time (including construction)
Full Production
First Production
$35.00/bbl
None taken
350
18%
-0-
10%
15%
2%
2.5%
U%
1981 ACR System
46%
5%
10%
10%
Flow Through
$5,000
$25.00
2 years
25 years
Year 4
Year 3
5-2
FIGURE 5.1. PROFIT SENSITIVITY
5,000 10,000 15,000
CAPITAL COST ($/bbl/day)
$5.43/bbl @ $25/bbl
25 30
OPERATING COST ($/bbl)
8 T
6"
4--
2--
» — » -
$5.43/bbl @ $35/bbl
$5.43/bbl @ 18%
o
25 30 35
OIL PRICE ($/bbl)
40 18 20 25 30 REQUIRED RATE OF RETURN (%)
35
TABLE 5.2. OPERATING COST SUMMARY
Cost Element Dollar/Barrel Percent
Mining and Restoration
Solvent Loss
Heat Input
Power
Labor and Maintenance
Total Operating Cost per Barrel of Oil Production
9.40
3.00
8.00
2.20
1.20
23.80
39.60
12.60
33.60
9.20
5.00
100.00
5-4
5.2.1 Calculation of Various Operating Cost Elements
The assumptions involved in calculating the operating cost are
given in Table 5.3. As stated above, the various cost elements contribut
ing to the operating cost are:
• Mining and Restoration
• Solvent Loss in Tailings
• Cost of Heat Input
• Cost of Power
• Cost of Labor and Maintenance
Details of each of these elements is listed in the following
outl ines.
5-5
TABLE 5.3. CALCULATION OF VARIOUS OPERATING COST ELEMENTS
Basis: Commercial Scale Plant Size 1000-2000 bbl/day (Optimum size to be determined later)
Mining and Restoration Cost: $3.50/ton
Solvent Cost: $1.40/gal (hexane), $1.10/gal (kerosene)
Electrical Power: $.03/KW-hr. (generated on site or purchased industrial rate)
Fuel Costs: S7.25/MM Btu (No. 2 fuel oil), $4.00/MM Btu Natural Gas)
Solvent Loss: 0.1 percent by weight in the tailings sand. 5 percent solvent in product (no operating cost, since the solvent will be as valuable as the product). 5 percent solvent in the asphaltene (Again, no loss assumed because it may be recovered at cost.)
Recovery: A recovery of 84 percent is assumed; i.e., if the feed contains 100 lbs. bitumen, 84 lbs. will be recovered as useful (marketable product), 16 lbs. will be lost in tailings and as asphaltenes, etc. which is considered not to have any value.
Labor and Maintenance: It is assumed that the 1000-2000 BPD plant will be operated and maintained by 7 persons (1 supervisor; i.e., plant manager, 4 operators, and 2 maintenance) at an average annual cost of $30,000 per person.
5-6
5.2.1.1 Mining and Restoration Costs
Amount of Oil Production:
100% Recovery
8 lbs, bitumen „ 100 lbs. v 1440 min. „ ft.3
100 tar sand A min. A 24 hr. day A 0.92 x 62.4 lb.
Assuming 84% Recovery
Oil Production = 0.84 x 35.77 ~ 30 PBD
Weight of Tar Sand to be Mined
Zero loss: wt. in tons/day
100 lbs. Y 1440 min. v ton _ -,0 *.nne/A*„ — ^ r z X A X or,nr, T , = 72 tons/day
mm . day 2000 lb. J
Assuming a 10% loss in fines, dust, unused rejects, etc.
Wt. in tons/day
72 x (1 + .1) = 80 tons/day
Tons Mined per Barrel of Oil Produced
80 tons/day ^ 30 ^- = 2.67 say 2.7 | ^ p
Mining and Material Handling Cost = $3.50/ton assumed
Mininq cost/bbl = - % ^ x 2.7 ^^- ~ $9.70/bbl ton DDI
5-7
5.2.1.2 Solvent Loss in Tailings
Amount of Tar Sand Processed = 72 tons/day
Tailing Sand = 72 X [l-(.08) x 0.9] = 67 tons/day
Solvent Loss Assumed to be 0.1% by weight
67 t°n x 200 lbs, sand „ 0.1 lb. solvent _ ..,. lbs.
day ton 100 lb. sand day
Solvent Density - 35.71 ||£j P 220°F
Gallons/day loss
lbs. v ft.3 134 X 35f71 lb X 7'4ft?31' ~ 28 9als/day S a y 30 G P D
day
Cost/gal lon of Hexane = $1.40
Cost of Solvent Loss = $1.40/gal . x 3 0 ^ ^ = $42.00
Cost of Solvent Loss _ $42.00 PD t l A n / h h l
bbl of product ~ 30 BPD " » 1 - W / D D I
Solvent Loss in Solvent Recovery System
No accurate estimate is avai lable at present. However, it is estimated that the solvent loss in the Solvent Recovery System w i l l be about $1.60/ bb l . If the cost was higher, it would pay to i n s t a l l a vapor recovery system.
Total Solvent Loss = $1.40 + $1.60 = $3.00/bbl
N0Tp- The solvent not recovered from the o i l product or the asphaltenes is assumed to sel l fo r the purchased pr ice .
5-8
5.2.1.3 Cost of Heat Input
The heat input occurs in
•1. Solvent Recovery from the sand
2. Solvent Recovery from the product
1. Heat Input to the Sand Amount of Heat Input = 750,000 Btu/hr.
2. Heat Input to the Solvent/Product System Amount of Heat Input = 1,250,000 Btu/hr.
Total Heat Input = 750,000 + 1,250,000 Btu/hr. = 2,000,000 Btu/hr.
Amount of fuel used to generate the heat required:
2,000,000-[^ X (1 + .25) = 2,500,000 Btu/hr. ̂ eat^oss) "%
Assuming cost of $4.00/MM Btu (natural gas)
Cost of Heat Input/Day:
2 , 5 0 0 , 0 0 0 ^ X ^ X M ^ ; f f 0 B t u - 5240.00/day
Cost of Heat/bbl of oil = ^ Q ' 0 0 = 8.00 S/bbl
5-9
5.2.1.4 Cost of Power
Total Power Requirement from P&IDs = 175 HP
Horsepower for the crusher = 25 HP
Total Power = 175 +25 = 200 HP
In a commercial plant only 60% of present horsepower would be utilized.
200 X TO = 12° HP
120 HP x 0.75 ~ ^ - = 90 KW-hr.
KW-hr Power used per day = 90 KW-hr. x 24 = 2160 N
day
Assuming a cost of $.03/KW-hr.:
2160 X | j j5 jL = $64.80/day
Power cost per bbl of Product
$64.80 30
= $2.16 Say $2.20/bbl
5-10
5.2.1.5 Cost of Labor and Maintenance
Assuming seven people at an average annual cost of $30,000/yr.
1 plant manager
4 operators
2 maintenance
7
7 x $30,000 = $210,000/yr.
Assuming a 330 stream day per year
Daily Cost = ^ j ^ " 0 0 = $636/day
Assuming a $1000 BPD commercial plant
Labor cost/bbl = $636/1000 = $0.64/bbl
Assuming a $.50/bbl for other maintenance costs
Total Labor and Maintenance per bbl: .
$0.64 + $0.50 = $1.14/bbl Say $1.20/bbl
5-11
5.3 EFFECT OF BITUMEN CONTENT ON THE ECONOMICS
As shown in Figure 5.2, the percent of bitumen content greatly
affects the tons of ore which should be mined in order to produce one barrel
of product. The amount of ore to be mined also depends on the percent of
bitumen recovery in the solvent extraction process and the specific gravity
of the product. These effects are also shown in Figure 5.2.
5.4 EFFECT OF MINING COST ON TOTAL OPERATING COST
As seen in Table 5.4, which shows the summary of operating cost,
the mining and restoration cost is the highest value. Therefore, the total
operating cost is very sensitive to the cost of mining.
The mining cost can very from 32 percent to 53 percent of the
total operating cost, depending on the dollars spent to mine one ton of
ore. Table 5.4 shows the mining costs varying from $2.50 per ton to $6.00
in 50<t increments. As a result, the mining cost as a percent of total
operating cost shows a variation from 31.8 percent to 52.8 percent.
The second most important cost element in the operating cost is
the cost of energy as heat input. As a result, a combined thermal/sol vent
extraction would make economic sense since the waste heat from the thermal
process can be used in the solvent extraction process. Such a combined
process has been developed by Science Applications and Western Tar Sands
and is in the process of being patented. Details of the combined process
could be made available upon request.
5-12
tkot HEWLETT 7/LM PACK An O
FIGURE 5.2.
WESTERN TAR SANDS PER CENT BITUMEN v« TONS MINEO/BBL PRODUCT
TONS ORE MINED/BBL PRODUCT (\j m v
LEGENDt SPECIFIC GRAVITY . 8 . 9 1
/-\ >-a: > o CJ UJ
a: en CO UJ u a oc o_ «
ca m
in z a
•* in <Q t«* s H N a) • * in
PER CENT BITUMEN(BY WT.)
100
>-a: UJ > a UJ
a: CO CO UJ CJ
a CL.
U l CJ
a: UJ Q-
TABLE 5.4. EFFECT OF MINING COST ON TOTAL OPERATING COST
Mining Cost Mining Cost ($/ton)
2.50
3.00
3.50
4.00
4.50
5.00
5.50
6.00
($/bbl)
6.71
8.06
9.40
10.74
12.09
13.43
14.77
16.11
1 Operating % Mining Cost of
t ($/bb1) Total Operating Cost
21.11 31.8
22.46 35.9
23.80 39.5
25.14 42.7
26.49 45.6
27.83 48.3
29.17 50.6
30.51 52.8
5-14
APPENDIX A
QUANTITATIVE ANALYTICAL RESULTS OF TAR SANDS
PROPERTIES AT RAVEN RIDGE
Laboratory analyses were conducted to determine the weight percentage of the included bitumen in various solvents, characterize the bitumen and to establish the rock particle size. The methods used include the following:
Soxhlet Extraction using Toluene,
Selected Soxhlet Extractions using Hexane and Chloroform,
Selected Residual Soxhlet Extractions using Pyridine,
Selected SARA (Saturates, Aromatics, Resins and Asphaltenes) Analyses,
Selected Ultimate (C,H,N,S,0) Analyses,
Selected Trace Element Scans using Quantitative Spectrographs Analysis with Atomic Absorption Techniques for Mercury,
Computer Assisted Electric Log Analysis using Guard, Resistivity, Gamma-Ray, Density, Neutron, Spontaneous Potential, and Caliper Logs.
*
Analysis of the core was in one-foot increments followed by blending of the intervals for a composite analysis of each saturated zone. Outcrop sampling was done by chip samples and in bulk using a bulldozer. Fifteen chip samples were averaged. Bulk samples were segregated into approximate thirds of low, medium and high grade and one composite was taken. Coring resulted in a total of 239 one-foot samples and 29 composite samples.
Toluene extractions were performed on all samples with the other analyses performed on selected composites. These data are illustrated on the adjoining figure.
In the area of immediate interest, covering wells 1A - 3\ and 8A - 10A, toluene extractable material averages 7.43 weight percent while the log analysis indicates 8.04
A-l
weight percent. This variation of 8.2% is probably within the limits of the techniques employed. 1)
The results of the other organic analyses are listed on Table 1. A summary of the trace elements is listed in Table 2. Sieve analysis indicates the parameters listed in Table 3.
The following conclusions may be reached and are considered valid for the area of the proposed mine:
- the grade, expressed as weight percent bitumen, increases in the near downdip wells
- hydrocarbon content increases dramatically from outcrop to the downdip wells reflecting evaporation and bacterial degradation
- oxygen content increases dramatically from outcrop to the downdip wells reflecting oxidation
- sulfur and metals content remain uniformly low throughout the section
1) It is my opinion that the log analysis may give a more accurate representation of the total bitumen in situ due to unavoidable problems in handling, the fact that the cored wells were not those logged, and statistical error in the laboratory analysis techniques. Excluding 2 outcrop wells (No. 3 & 4) a comparison of the toluene extracts vs. log analysis shows a variation of less than 3%.
A-2
TABLE I
(Figures Expressed as Weight Percent)
SOXHLET EXTRACTIONS
Composite Outcrop c h i p
of Bulk Samples
Toluene extract 4.12
Hexane 2.67 extract
Residual Pyridine extract
Chloroform extract
5.65
1A
7.94/ 7.522
7.402
8.04
2A
5.85^
^0.10
3A
7.93/ - . 4 . 8 9 / 7 . 6 6 1 5 . 0 6 2
3 .23
~ 0 . 1 0
9A
8 . 5 9 2
8 . 4 3 / 8 . 2 2 2
rvO.10
8.73
10A
8 . 6 1 / 8 . 5 5 1 / 7.07/-, 7 .03"
6 .90
^ 0 . 1 0
Saturates
Aromatics
Resins
Asphaltenes
SARA ANALYSIS
11.82
10. 02
10.02
68.22
27.22
31.52
18. 72
22.62
ULTIMATE ANALYSIS
Carbon
Hydrogen
Nitrogen
Sulfur
Oxygen
Total N,S,0
H/C
O/C
N.S.O/C
4 Chip Samples 78.29
9.51
1.25
0.41
6.00
7.68
0.121
0.077
0.098
83.79
11.23
0.85
0.45
2.68
3.98
0.134
0.032
0.047
82.92
11.23
0.64
0.43
3.24
4.31
0.135
0.039
0.052
84.53
11.29
1.00
0.48
1.16
2.64
0.134
0.014
0.031
85.33
11.28
0.93
0.47
1.56
2.96
0.132
0.018
0.035
1) Duplicate Analysis 2) Analyses performed by different lab
A-3
TABLE 2
TRACE ELEMENTS
(Expressed as parts per million)
Uranium
Thorium
Bismuth
Lead
Thallium
Mercury-
Tellurium
Antimony
Tin
Cadmium
Molybdenum
Selenium
Arsenic
Germanium
Gallium
Zinc
Copper
Nickel
Cobalt
Manganese
Chromium
Vanadium
3A
5A
9A
2A (Raw)
2
5
0.9
4
0.03
0.4
0.2
0.4
0.3
1
1
0.3
4
8
3
4
*• 0.1 >480
1
5
Mean Grain Size
0.20 mm
0.25 mm
0.17 mm
2A (Clean) 2
5
9
0.05
£0.4
0.9
3
12
1
0.2
6
15
12
2 ,
^0.3
110
11
8
TABLE 3
SIZE ANALYSIS
Median Grain Size
3.3tf
2.15<f>
2.35?$
9A (Raw) 2
5
9
0.5
0.02
0.2
0.9
2
0.9
2
4
0.5
7
8
2
5
^0.1
160
2
9
Sorting Coefficient
7.92
1.98
1.65
9A (Clean) 2
2
3
0.09
£,0.4
2
2
6
2
1
3
12
11
8
^0.3
640
22
14
Average Log Porosity
26.4%
25.7%
24.2%
A-4
STRUCTURE FENCE DIAGRAM - RAVEN RIDGE DEPOSIT, UTAH
T. 75, R. 25 E, SECTION 16
" ?\ ?\
D.H.I APPROXIMATE LOCATION
BULK SAMPLE
,D.H. 2
MVJ
N
D.H.8
D.H.3
to
D.H.4
iWv
D.H. 9^
^
D.H.IO\ i\W
•&/ <&» D.H.II
y / fc • ^ ̂
\r 10
N
4 400 800
DATUM : +5900' MSL
1400 3 I " : 400'
;50
D.H. 5
W
/
\ M
\\
I
m €d JD.H.6/
Wo D.H.7
i / • ? \o.H.ir . /
/ •? \>
16
21
LEGEND:
ND « NO DATA
TRC - TRACE SATURATION
. 4 WT % SCr 8 WT % TOLUENE
I I I ! I H
-
EXTRACT
D.H.I4