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-gS5F/S7e;y 7»'1$1/1.6'71 1 - - I; COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M EXPERIMENTAL LUMBER DRYING KILN Conducted by KingKoa Principal Investigators: Denver Leaman Bill Irwin October 1989 CISTRIBUTlON OF THIS DOCUMENT IS UNUMITEO

COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

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Page 1: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

~.,~ -gS5F/S7e;y

7»'1$1/1.6'711- - I;

COMMUNITYGEOTHERMALTECHNOLOGY

PROGRA·M

EXPERIMENTAL LUMBER DRYING KILN

Conducted by

KingKoa

Principal Investigators:Denver Leaman

Bill Irwin

October 1989

CISTRIBUTlON OF THIS DOCUMENT IS UNUMITEO

Page 2: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

PREFACE

This is a repon of work perfonned for the Community Geothennal TechnologyProgram, a small grant program administered jointly by the Hawaii Natural Energy Instituteand the State of Hawaii Department of Business, Economic Development and Tourism.

This project was one of five funded under the pilot phase of the program. Thegrantees all began in 1986 and completed their work between October 1987 and April1988. Funds for the pilot phase were provided by the U.S. Department of Energy and theCounty of Hawaii.

The five Community Geothennal Technology Program projects were the frrstattempts to make direct use of geothermal heat and by-products in Hawaii. The success ofthese five grants has encouraged others to consider the use of geothennal energy in theirbusinesses. A second round of grants was awarded in early 1988 and will demonstratefunher applications of geothennal heat, brine, and silica.

The opinions expressed in this repon are those of the author, and are not necessarilyshared by the program administrators, funding agencies, or others involved in the program.Responsibility for the accuracy of the data provided in this report lies with the author.

The enthusiasm, talents, and effons of the grantees are much appreciated, and I lookforward to continuing to work with them and with future recipients of grants from theCommunity Geothennal Technology Program.

.~(;flJ&tL

/

Andrea Gill Beck, AdministratorCommunity Geothennal Technology Program I.

Hawaii Energy Extension ServiceDept. of Business, Economic Development &Tourism99 Aupuni St. #214Hilo, HI 96720

ill

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CONTENTS

Preface . ... .. . ..... . .. . .. . ... . .. .... . .. .. .. . .. . ... . .. . ... . .. . ... . . . .... . .. ... . . ... .. .... . .. . ... . .. ... iii

Contents... v

Figures. ... . ... ... . . ... ... ... . .. .... . .. .... . .. . ... . .. . .. .. .. ... . .. . . ... ... ... . ... . .. . ... . .. .... . ..... vii

I. Introduction........... 1A. Background 1B. Goals and Objectives 2C. ImJX>rtance of Kiln Drying 2

II. Conclusion....... 3

III. Description of Work.. .. 5A. Dry Kiln Development. ...... . . ... . .. . .. . ... . ... . . . .. ... .. . .... .. .. . .... .. . . ... . ..... 5B. Automatic Control System. ........ .. .. ... . . .. .. . . ..... . ..... . . .. .. ... . . . . .... . .. ... 5C. Drying Schedules............................... 8D. Discussion of Loads of Wood Dryed ... .. . .... . .. .. ... . ... . ... . ... ... . .. ... . ... ... 11

IV. Problems and Changes. . . .. . ... . ... ... . .. . . ... . .. .... . .. .... . . ... .. . . . .. .... .. . ... . . ... .. 12

V. Financial Statement. . .. .. . .. .... . . ..... . ... . .... .. . ... . . ..... . . .. .. .. . ... . ... . .. . .. .. .. ... 17

Appendix ATable 1. Preliminary Drying Schedules for Five Hardwoods 21Table 2. Radial and Tangential Shrinkage for Six Hardwoods 24Table 3. Mainland Hardwood Species Shrinkage Values 26Table 4. Initial Koa Schedule (T6D4). .. .. .. . . .. . . ... . .. . . .. . ... . ... . . .. . . .. . . .. . ... . . .. ... 27Table 5. EMC File: Relative Humidity and Equilibrium Moisture Content

Values Occurring at Various Dry Bulb Temperatures and Wet BulbDepressions. .. .. ... . . .. ... . . ...... ... .. .. . . .. ... . . ...... . ... . .. . ... . ... . ... ... . .. ... 28

Appendix BPhotographs " 31

v

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FIGURES

Figure 1. Experimental Kiln Schematic 6

Figure 2. Thunder Scientific Relative Humidity Probe Output Voltages. ....... ....... .... 9

Figure 3. Comparison of Shrinkage Values for Hawaiian Hardwoods 10

Figure 4. Logic Sequence for Computer Control. ............. ...... . ...... .. .... . ....... .... 14

Figure 5. Kiln Conditions Over a Four-Day Run. ... . ... .... ........ . . ... .. .. .. .. . ... .... .... 16

vii

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I. INTRODUCTION

A. Background

KING KOA is a partnership engaged in the manufacture of koa wood products.King Koa has been manufacturing products on the Big Island for about six years. Theirproducts are sold in art and craft galleries and fine gift shops throughout Hawaii and inselected stores on the mainland. King Koa's product line includes designer cuttingboards and kitchen accessories, furniture, laminated butcher-block counter tops, andhardwood sales. King Koa also offers an automated sanding seJVice to the local wood­working trade.

WILLIAM IRWIN is a partner in King Koa. Bill has knowledge of the woodwork­ing industry and experience as a journeyman electrician.

DENVER LEAMAN is a partner in King Koa. Denver has knowledge of thewoodworking industry and experience as a computer programmer.

King Koa learned of the geothennal grant program through the local newspapers.The partnership's production shop was located about three miles from the Natural EnergyLaboratory of Hawaii Authority (NELHA) Puna Geothennal Facility, and the use of low­cost steam from this laboratory seemed to be a good opportunity to expand its use oflower priced green and air-dried lumber. By drying its own lumber King Koa couldguarantee the quality of its product and reduce material expenditures.

King Koa proposed this experiment for several different reasons. It had beenrelying on a dehumidifier in a space with a capacity of only about 200 to 250 board feet(BF) to dry the lumber used in the manufacture of its products to equilibrium moisturecontent (EMC) levels that allowed production of a stable and consistent product fordistribution outside Hawaii. This space was not large enough to handle the amount oflumber required for King Koa to keep up its flow of prooucts.

King Koa also saw the need for a reliable, large-scale means of drying thousands ofboard feet at a time on the island of Hawaii. There are several small-scale dry kilnsystems on the island, but none of these existing kilns can handle commercial traffic, andlumber producers and woodworkers continue to rely on private means of drying thelumber that they need.

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B. Goals and Objectives

The goals of this project were threefold:

1. To demonstrate the feasibility of using the geothennal waste effluent fromthe HGP-A well, located at the NELHA Puna Geothennal Facility, as aheat source for a kiln operation to dry locally grown hardwoods;

2. To develop preliminary drying schedules for the proper drying ofHawaiian grown hardwoods; and

3. To develop automatic systems to monitor and control the geothennallyheated lumber dry kiln systems.

King Koa proposed accomplishing ther..e goals by constnlcting an approximately1,000 BF lumber dry kiln with a computer controlled operating system at the NELHAlaboratory, Noi' i 0 Puna. By keeping measurements of radial (across the rings) andtangential (pamllel to the rings) stuinkage and drying-induced defects (i.e., checking andcase hardening) in local hardwoods, preliminary drying schedules could be developed.

c. Importance of Kiln Drying

The use of wood--drying kilns allows timber to be processed in a much shorter timewith a more consistent result than with air drying. The use of the kiln also allows thefinished wood to be taken to a much lower moisture content than if it were air dried. Thisis an important factor to persons making products in Hawaii to be sold to sources on themainland.

The equilibrium moisture content (EMC) of the lumber, or the moisture level towhich the lumber will stabilize and cease to lose water to the atmosphere, is much loweron the mainland, especially in the winter. If the lumber is air dried to EMC in Hawaii, itwill never go much lower than 10 to 11 percent moisture content and may take as long as18 months to dry to this level. If the products made from this lumber are subjected to amuch lower EMC, as would occur outside Hawaii, then the product probably will warp,check, or crack when the wood shrinks. When the EMC is taken down to a level consis­tent with mainland winter EMCs (i.e., 2 to 4 percent) and then rehumidified to local EMClevels, the product will more easily gain and lose moisture. This prevents most of theproblems associated with dramatic changes in EMC.

Kiln drying, however, needs to be done carefully and according to the properschedule of temperature and relative humidity changes, or the wood may crack or warp.The following are common dry kiln defects that can be avoided, for the most part, byusing a drying schedule appropriate to the specific wood being dried. Therefore, much

2

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attention was given to determining appropriate drying schedules for local hardwoods, asdiscussed later in this report.

• Surface Checks: Failures that occur in the wood rays on the flat sawed facesof lumber.

• End Checks: Failures in wood rays on end grain surfaces.

• Warp: Distortion in shape and form because of differences in radial, tangen­tial, and longitudinal (along the grain) shrinkage.

• Case-hardening: The result of drying stresses associated with shrinkagepersisting when the wood is dry. The final use of the lumber determines ifcase-hardening is to be considered a defect. Case-hardened lumber isdifficult to machine.

It is interesting that koa, which so closely resembles black walnut in density andgrain structure, was not plagued by end checks as walnut is during the drying process.

D. CONCLUSION

Using automatic systems to run and monitor the lumber drying process is bothtechnically and economically feasible. Automatic systems allow for constant monitoringof the kiln conditions with a minimum of human supervision.

The system keeps the dry kiln at optimum temperature and humidity. This allowsthe lumber to dry in the shortest possible time while keeping drying-induced stresses to aminimum. Lumber was dried in periods ranging from two to six weeks in the kiln, ascompared to about 18 months for air drying and six. to eight weeks when using KingKoa's dehumidified chamber. The economic advantages of automated systems areobvious.

The use of geothennal waste effluent as a heat source to power a lumber dry kiln isfeasible technically, but the economics of such a kiln depends on the availability of hightemperature geothennal fluids and the use of adequate heat exchanger systems. Thelumber dry kiln system at NELHA's Puna Geothennal Facility was designed to run attemPeratures of 1800 to 1850 F. During the experiments at NELHA the dry kiln neverreached these temperatures. Installation of a secondary pump in the water circulationsystem helped increase the kiln temperatures, but did not solve this major problem.

The use of larger, plate-type heat exchangers between the primary fluid and watercirculation systems probably would solve the problem. While costing more, the effi­ciency gained would be essential to the economic operation of a geothermal dry kilnsystem.

3

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The development of appropriate drying schedules for local hardwoods is possible,but anything other than preliminary schedules was beyond the scope of this project. Thecollection and drying of local hardwood samples allowed the plotting of shrinkage ratesagainst known mainland species. After studying the drying schedules of known specieswith similar rates of shrinkage, a best-guess was made at developing schedules for localspecies. The preliminary drying schedules that were developed for Eucalyptus robusta,mango, monkeypod, ohia, and silk oak can be found in Appendix A, Table 1. It shouldbe noted that these are preliminary estimates only and should not be used for commercialdrying runs without frrst running test loads to detect any defects that could occur. KingKoa is not liable for damage caused to commercial loads of lumber by use of these dryingschedules.

There are several potential benefits that could result from the development of ageothennal powered dry kiln system. The frrst of these would be the potential for thecreation of a lumber drying industry in Hawaii. Hawaii currently imports far morehardwood than it produces locally.

There are also great quantities of lumber that presently go to waste or are used inless economically beneficial ways than would be the case if the lumber were to be uti­lized to its full potential. Large stands of milo (Thespesia populnea) and ohia(Metrosideros collina) are commonly bulldozed when sites are developed in coastal andlowland areas in the islands.

The development of a low-cost, efficient drying operation here could allow the BigIsland to become a center for the local woodworking industry by providing localcraftspeople with a reliable source of kiln-dried lumber in quantities that would allowthem to produce finished products on a commercial scale.

A lumber drying facility could also help expand the market for Hawaiian-madewood products by producing lumber that could be utilized in fmished products to be sentto the mainland and elsewhere. The air-dried lumber produced here with its approxi­mately 14 percent EMC is unsuitable for production of export products. Kiln-driedlumber would help improve the image of Hawaiian-made wood products.

The centralization of lumber drying using a low-cost energy source would result ina net savings of energy by eliminating some small, inefficient private kilns and by elimi­nating the long shipping route to mainland kilns. This would also increase the number ofjobs in the local hardwood and lumber industries.

There are also possibl~ benefits to the community in areas that do not directly relateto the woodworking or lumber industry. This would be the enhancement of the image ofthe geothermal resource as something other than a source of electricity. The ongoingcontroversy of the viability and suitability of the Big Island's geothermal resource for thelarge scale production of electricity for distribution to an interisland power grid hasseriously eroded the public's perception of geothermal as a whole.

4

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Although King Koa continues to endorse the concept of geothermal lumber kilns,the partnership is no longer in a position to pursue this research. It is hoped that otherinterested parties will investigate the potential of a commercial-scale lumber dry kilnusing geothennal heat.

llL DESCRIPTION OF WORK

The NELHA dry kiln experiments contain 3 parts:

1. Development of a dry kiln,

2. Development of automatic control systems, and

3. Development of drying schedules applicable to local hardwoods.

A. Dry Kiln Development

The dry kiln chamber was built at King Koa's shop in Pahoa and transported to theNELHA site by truck.

The kiln chamber was constructed of a wooden 2-inch by 4-inch and 4-inch by 4­inch framework with the outside covered with corrugated tin. The kiln chamber wasinsulated with four inches of fiberglass insulation with a rating of R11 to help retard heatloss. The inside of the chamber was lined with a 6-mil plastic moisture barrier to preventmoisture inside the kiln chamber from migrating out of, or atmospheric moisture fromentering, the chamber. The inside of the chamber was then covered with l/4-inch externalgrade plywood.

The inside of the chamber was 12.5 feet long, 4 feet high, and 3.5 feet deep. Thevolume of the chamber was 175 cubic feet and could accommodate approximately 800BF of lumber. A load of this size allowed King Koa to continue production on an unin­terrupted schedule. The lumber was placed in the kiln lengthwise, and thin strips ofwood were placed across the lumber at I8-inch intervals to provide space for an adequatevolume of air to circulate through the lumber stock (Figure 1, Experimental Kiln Sche­matic).

B. Automatic Control System

Air was circulated through the kiln with a 2-1/3 horsepower Dayton #7C039 blower.Since conventional kiln schedules require a minimum 400 cubic foot per minute (cfrn)airflow, this blower's rating of 900 cfm guaranteed adherence to a conventional baseline.

5

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TEMP PROBE MONITOR

RELHUM MONITOR

MONITOR

LEADING EDGEMODELDCOMPUTER

LOW VOLTAGE POWER SUPPLY

LUMBER CHARGE

Side ViewINSULATION

CONTROL CASE

BLOWERMOTOR o

SECONDARY PUMP

RETURN PLENUM--._~-i

LIGHUM PROBES

o

Top ViewFigure 1. experimental Kiln Schematic

End View

Page 11: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

After passing through the lumber stack, the air was returned to the blower forrewarming and recirculation through the lumber. The rewarming took place inside thereturn air duct. The duct contained a heat exchanger coil composed of 150 feet of 318­inch copper tubing fitt~ with radiating fins.

The hot water provided by NELHA was circulated through this heat exchanger.The water was a low pressure, fresh water loop and was not the primary geothennal fluidfrom the well. The secondary loop was heated by the primary geothennal fluid looprunning through a marine type heat exchanger. The NELHA research facility owns andoperates this primary to secondary system.

The system provided water to the kiln with temperatures ranging from 95° to

1400 F, with an average temperature of 1200 to 1250 F.

After connecting the heat exchanger to the hot water supply, it was found that thewater circulation through the kiln's heat exchanger coil was not adequate, so an addi­tional hot water circulation pump was attached to the secondary loop to boost circulation.This booster pump helped the situation somewhat because the kiln chamter temperatureincreased by 5° F.

The return air duct was fitted with a small exhaust blower that was turned on whenthe control system detennined that temperature or humidity was too high at any point inthe drying cycle. This air was exhausted directly into the atmosphere.

The input air duct was fitted with a water spray unit that was triggered when thecontrol system detennined that the humidity inside the kiln chamber fell below thecontrol level.

The hean of this dry kiln was the computer-operated control system. It was de­signed to be completely automatic so the kiln would need a minimum amount of supervi­sion. A Leading Edge Model D personal computer fitted with a Strawberry Tree inter­face card was the controller. Omega instrumentation was used for the digital readoutsfrom the temperature probes and relative humidity monitors. Lignomat instrumentationconsisted of the electronics for LIGHUM (lumber moisture content) channel monitors,LIGHUM probes in the lumber, and cables. Other components, such as solid stateswitches, panel boards, meters, and cabling, were obtained from Granger, SM Industries,Thunder Scientific, Radio Shack, Elinco Electric, Worley, Opto 22, and other suppliers.

The air temperature and ~"e relative humidity inside the kiln chamber and themoisture content of the lumber were continually monitored through probes connected tothe interface system.

The moisture content of the lumber was monitored through five channels designatedLIGHUM1 to LIGHUM5. These channels measured the electrical resistance of thelumber by applying a small current to twin electrodes inserted into boards at various

7

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positions in the lumber stack. The lower the water content of a hardwood, the higher theelectrical resistance becomes. This method gives accurate readings for lumber moisturecontent (LIGHUM) values below 60 percent.

The temperature of the internal air was measured with a standard RID thenno­couple. The electrical resistance of this thennocouple varies directly with the tempera­ture. The system was designed to control the temperature by turning the water pump onthe heat exchanger on or off.

The relative humidity inside the kiln was measured using a probe made by ThunderScientific. The output voltage of this device is almost linear in relation to the relativehumidity (Figure 2). This voltage varies from 0.545 volts at 10 percent humidity to 1.975volts at 90 percent humidity. These values were calculated at 1500 F, as this was as­sumed to be a mid-range value for temperature in a typical drying run. This channel isdesignated as RELHUM (relative humidity).

The air blower ran continuously to provide a minimum 400 cfrn air flow, but itsoperation could be conttolled by the computer.

c. Drying Schedules

Part of the process involved with trying to best-guess initial drying schedules fornative hardwoods is to define some of the physical properties of these woods and com­pare them to known values of other hardwoods. This was accomplished by taking care­fully measured 2.5-inch to 3.5-inch cubes of green lumber samples from Hawaiian woodsand oven drying them to zero percent moisture content. The measurements of the driedsamples were then compared, and values for radial (R) and tangential (T) shrinkage werecalculated (Appendix A, Table 2). Hardwood generally shrinks about 1.5 to 2 times asmuch parallel to the annual rings (tangentially) as it does across the rings (radially). Theshrinkage along the grain (longitudinally) is usually no more than 0.20 percent, but thesevalues were not considered here. The average values for the shrinkages were plotted on agraph with mainland hardwoods of known values. Appendix A, Table 3 lists the main­land hardwood species for which established values of shrinkage are known. Thesespecies were used because they have kiln schedules that are well documented. Figure 3graphs the values calculated for six hardwoods of commercial value in Hawaii plottedwith the mainland species listed in ApPendix At Table 3. The results clearly show mon­keypod to be the most stable with shrinkage values below those of any mainland species.The wood with the greatest calculated shrinkage values was ohia.

An examination of species with similar shrinkage rates gives an approximateindication of what drying schedules to use when starting. For example, koa has a calcu­lated radial shrinkage (R%) loss of 5.4 percent and a calculated tangential shrinkage (T%)loss of 6.1 percent. The closest hardwood on the graph is southern magnolia with an R%loss of 5.4 and a T% loss of 6.6. An examination of the physical propenies of these

8

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2000

1851

1702

1553

1404

§....-4

>< 1255~-~

1106

957

808

659

510

10% 20% 30% 40% 50% 60% 70% 80% 90%

Relative Humidity at 1500 F

Figure 2. Thunder Scientific Relative Humidity Probe Output Voltages atVarious Humidities

9

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oo

o

o

o

Q

o e5o

oo

13.0

11.0

12.0

~ 10.0~

0 00 0

~00 0

000

00 0

] 0 00 •Vl 9.0 0 0

"';i00

0.... 0- 0c: 0 0

~0

~0

0

8.0 0 0

0 !t-4 o 0 0 ~~0

0 0 ~"O0 ..,""r

0Q 0 ~-.,

7.0 0 • 0 r:~.o

00 4tt0 0 ...

0 ~~

6.0 .3 ~..., 1 • monkeypod

-2.,. 2 - mango

0\~. 3· koo

,,~ 4 - silk oak5· eucal~us

5.0 0 6· ohiac:

o - known hardwoods-.4.0

2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0

Radial Shrinkage %

Figure 3.. Comparison of Shrinkage Values for Hawaiian Hardwoods

10

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woods shows that magnolia is much denser than koa and that a closer match would beblack walnut with an R% loss of 5.5 and a T% loss of 7.8. This species' drying scheduleis designated T6D4 and was chosen as an initial schedule for drying runs using koalumber. Appendix A, Table 4 contains the initial schedule.

D. Discussion of Loads of Wood Dryed

LOAD #1: The initial load run through the kiln was first air-dried to 50 percentequilibrium moisture content (EMC). The reason for this was that the chances for kiln­induced drying defects were minimized, and the lumber's moisture content (LIGHUM)values can be accurately detennined by the control system only at values lower than 60percent EMC. This partial drying allowed the proposed drying schedule to be run andmonitored to see if it was going to induce gross defects that could be controlled bymanipulation of the schedule. The only gross defect observed was slight case-hardening,which was caused by too rapid drying in the first day or so. This problem was resolvedby a "warming up" period in which the lumber charge was brought to temperature over48 hours. The load of I-inch nominal koa took 15 days to fmish drying.

LOAD #2: The second load through the kiln was a load of green koa that waslogged from Keauhou Ranch and milled by Winkler Wood Products of Hilo. The I-inchnominal lumber, dried to 4 percent EMC and conditioned to 6 percent EMC, took 44 daysto finish. Some variation found in the final EMC could be attributed to uneven air flowinside the kiln chamber, particularly in the bottom, back layers. This problem was mini­mized by the addition of small muffin fans inside the chamber to increase air flow in thedeficient areas. There was still a small degree of case-hardeni.,g that might have beencaused by drying the lumber to 4 percent EMC. Holding the charge at increased relativehumidity for one day after drying was recommended.

LOAD #'3: The third load through the kiln was green I-inch nominal koa from thesame source. This load was dried to 6 percent EMC at slightly higher temperatures thanthe ~~ond load. This increase was caused by the addition of a secondary circulationpump to the heat exchanger system. The load was finished in 31 days and showed almostno case-hardening or other defects.

Sll.JCA LOAD: The kiln chamber was going to be empty for about two weekswhile waiting for the next charge of lumber, so it was put to other uses. A 6-mil.. thickplastic liner was laid down within the kiln, and large piles of hydrated silica were loadedinto the chamber. The kiln was then run at its highest temperature, and the excess mois­ture was dumped at regular intervals. This silica was being used by another grant projectinvolved in glassmllking. This method of drying proved to be a good one.

LOAD #4: The fourth load of wood through the kiln was also partially air-driedbefore starting the run. A full load of 2-inch nomiqal curly koa was chosen. Curly koa ismore valuable, and the continuous changes in grain direction tend to minimize potential

11

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warping of the final product. The i:litial EMC of this lumber was calculated to be 65 to70 percent. The load took 37 days to bring to a 6 percent EMC. Despite the muffin fansthat were added earlier, there was some problem with uneven drying in the lower reararea inside the kiln. The design of the kiln would need to change to insure that a mini­mum of 400 CF of air is moving through all parts of the kiln.

LOAD #5: The fifth load through the kiln was a partial load (450 board feet) of l­inch nominal kamani supplemented with I-inch nominal koa to fill out the charge. Thisload was run through in 29 days to a 6 percent EMC value for the koa. The kamanisuffered from several defects, although it was dried to usable (6 to 8 percent) EMCvalues. The worst of these defects was surface checking. This defect probably could becured by increasing the relative humidity inside the kiln and by slowing the dryingprocess somewhat. There was also a small amount of slight case-hardening that wouldprobably not occur if the drying process were slowed.

LOAD #6: The sixth and last charge that was loaded into the kiln never fmished itsrun. The kiln suffered a mechanical problem, and the green 2-inch nominal koa neverreached an EMC level that allowed the control system to measure it accurately. A physi­cal calculation of the EMC after a week in the kiln showed it to be about 65 to 70 percentEMC. The failure of the turbine shaft in the secondary circulation pump was caused by alack of circulation fluid. Sometime during the ftrst weekend of the six-day run, thesecondary fluid was never turned on or was inadvertently turned off at the primary heatexchanger, and the impeller shaft and bearing overheated and failed. This terminated theexperiment because the acquisition of a new secondary pump was more than time orbudget allowed.

IV. PROBLEMS AND CHANGES

Many problems and design changes were encountered early in the project. The frrstproblem encountered was with the RELHUM probe. A probe for the system was con­structed from off-the-shelf electronic components and a cellulose wafer whose capaci­tance changed with the humidity. Initial calibration was attempted using a Styrofoamcooler as a test chamber and a light bulb as a heat source. There appeared to be a largeoscillating cycle with a 24-hour period, and all attempts to stop the oscillation failed.

It was finally determined that there were electrical currents being created in thesystem because one end of the probe's wires was kept at room temperature, while theother end of the wires was kept at constantly higher temperatures. As the temperaturesvaried from day to night, so did the level of "noise" created by this temperature differ­ence. This problem was corrected by altering the system to include the probe designedby Thunder Scientific.

A similar problem was noticed in the LIGHUM 1 to 5 channels. This problem wasminimized by bundling the wires and using the shortest possible leads.

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The biggest problem encountered was the lack of high temperatures inside the kilnchamber. The use of standard drying schedules as a baseline requires the temperaturesinside the kiln chamber to reach a minimum of 1800 to 1850 F. Because the temperaturesinside the kiln chamber rarely exceeded 1250 F, standard tables could not be used, and acontrol system that operated from another standard had to be established instead.

The control of conditions inside the kiln centers on two factors that are relativelyeasy to measure and/or control. These are the moisture content of the lumber (LIGHUM)and the relative humidity inside the kiln (RELHUM). The temperature of the kiln wasnot used as a control, but was used as a reference point instead. The heat was kept at themaximum obtainable to minimize the drying times.

Using the two values, UGHUM and REUlUM, and adata file (Appendix A, Table5) a value can be calculated for the wet bulb depression (WETDEP) inside the kiln. TheWElDEP is the net difference between the dry bulb temperature and the wet bulb tem­perature. It measures the amount of moisture that the air can hold at a given relativehumidity. The greater the WElDEP, the more moisture the air can hold.

The EMC data file (Appendix A, Table 5) is taken from a standard dry kilnoperator's manual. This file is used by the computer to find the WEIDEP value insidethe kiln. The file is shown as a table consisting of boxes containing two numbers each.The upper number of each pair is the relative humidity value, and the lower number is thecalculated equilibrium moisture content (EMC). To read the table, first select a kilntemperature. For example, if the kiln temperature is 1200 F, follow the row across thetable until the value of RELHUM (the upper number) is equal to kiln conditions, Le.,60%. The second number in the box shows the EMC value (9.7). Following the columndownward yields the WEIDEP value of 15° F.

By calculating the maximum WETDEP values allowed for various LIGHUMsetpoints, a drying schedule was established that is independent of specific temperaturevalues.

Using this method makes it possible to reduce a standard lumber drying schedule to

two variables. For example, the drying schedule chosen for koa (T6D4) (ApPendix A,Table 4) can now be written as:

LIGHUMMAXWElDEP

>40%100

>35%15°

>30%25°

>25%40°

>15%50°

The control system can alter the WETDEP in two ways. By operating the sprayinjector, water can be added to the air inside the kiln, increasing the RELHUM, which, ineffect, decreases the WETDEP. By oPerating the exhaust blower, the WETDEP can beincreased by ridding the system of humidity. The flow chan (Figure 4) shows the logicsequence for the computer controls.

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CHECK RELATIVE HUMDITYAND TEMPERATURE" THEKILN

CALCULATE THE WET BULBDEPRESSION FROM THEEMC FLE VALUE

NO

NO

YES CHANGE THE CMVALUE FOR THEMAXIMUM WETBULB DEPRESSION

Figure 4. Logic Sequence for Computer Control

14

Page 19: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

To find the optimum exhaust dump time to rid the kiln of excess moisture, testdumps were run. On opening the kiln, both the RELHUM and the kiln temperature fell.The maximum drop occurred between two and four minutes after opening the kiln. Afterfour to five minutes the temperature continued to fall slowly while the RELHUM stabi­lized. These experimental exhausts showed that five minutes was the longest dump timethat could by used to maximize the amount of humidity exhausted while minimizing thetemperature loss inside the kiln.

Some problems involved with the low temperatures inside the kiln were solved byinstalling a hot water booster pump on the secondary water loop, but another approach isneeded to resolve this situation completely.

The temperature output from NELHA's primary heat exchanger decreased gradu­ally as the experiment continued, probably because of fouling with precipitated silica.The use of larger, high volume, plate type heat exchangers probably would solve all theproblems associated with the low temperatures achieved.

There was also a problem with maintaining a constant heat output from the primaryheat exchanger. Figure 5 displays kiln conditions during the four-day run of 2-inch koafrom load #4. The fluctuations in temperature could be caused by changes in flow fromthe geothennal well or from variations in demand at the secondary heat exchanger be­cause more than one project was using this source. Despite this fluctuation, the efforts todry lumber were still successful. If a larger heat exchanger were used, a more efficientmethod of moisture dumping from the kiln were found, and better air flow inside the kilncould be developed, then the variation of monitored conditions in the kiln could beminimized. This would greatly increase the effectiveness of the kiln.

There were also problems with uneven drying in the back, bottom areas inside thekiln chamber. This problem could be corrected by using a larger blower and by installingsecondary fans and baffles in the rear of the chamber.

There was a small problem with condensation of water in the exhaust duct. Al­though this did not affect the drying process, it did raise questions about future designs.The use of more insulation on the duct would minimize this condensation.

Future kiln construction could benefit by using this condensation process. A small,finned heat exchanger with cold water circulating through the coil would be a muchbetter way to remove moisture from the kiln without losing the heated air that is movingthrough the chamber. A catch tray and drain hose would then allow for the removal ofthe water to a drain.

There was a problem with the spray injection system compromising the temperaturereadings. The mist entering the return air duct would get onto the RID thermocouple and

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130

J,l.0

[ 125

8~ 120c~

115

30

15

Max WETDEPValue

--"\.._---~--­~---"I.

~--'-

1-Day }=::J-bay 2:::::J-Day 3:=::1-bay a:::=J

Flgufe 5. Kiln Conditions Over a Four-Day Run(two-hour avefage values)

16

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lower the temperature reading because of evaporative heat loss. Moving the spray injec­tor to a point before the heating coils in the air duct would keep the spray off the thenno·couple and allow for more rapid evaporation of the injected mist.

The final problem was the corrosion of the equipment, in particular the electronics,due to the presence of H2S in the air in and around the Noi'i 0 Puna laboratory. Loss ofdata on several channels on several occasions was traced to corrosion and corrected. Thisproblem was dealt with by adding a 4-inch diameter PVC intake duct filled with activatedcharcoal to the top of the control case. A small exhaust blower attached to the end of thecase created a negative pressure inside the chamber so air inside the control case waspulled through the duct. The activated charcoal removed the H2S and minimized thecorrosion. Colonec H2S detector tags were used to monitor exposure to hydrogen sulfideinside the control case. Very little H2S was detected after the installation of the charcoalfilter, and corrosion was vinually eliminated. It was also necessary to repaint the blowermotor and duct housings because they experienced severe corrosion. This did notthreaten their function but showed the need for good corrosion protection in the geother­mal environment.

v. FINANCIAL STATEMENT

The equipment purchased with Community Geothennal Technology Program grantfunds included the Leading Edge computer, Strawberry Tree interface, instrumentation,and the air circulation blower. Ownership of the equipment remains with the CommunityGeothennal Technology Program; it was left at Noi ~i 0 Puna for use in further geother­mal research.

The kiln itself was constructed by King Koa with supplies purchased as pan of thegrant. Therefore, the kiln belongs to King Koa. However, since King Koa will not beable to pursue funher research into geothermal dry kilns, ownership of the kiln itself hasbeen transferred to NELHA's Puna Geothennal Facility, for use at Noi'i 0 Puna withother research projects.

The project budget summary follows.

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BUDGET SUMMARY

Amount from Amount fromCost Category Grant Funds Cost-Share Total

SALARIESBill Irwin & Denver Leaman @ $15/hr $0.00 $5175.00 $5175.00

Subtotal $0.00 $5175.00 $5175.00

EQUIPMENTComputer (Leading Edge} $1,581.84 $0.00 $1,581.84Interface (Strawberry Tree) 883.40 0.00 883.40Instromentation (Omega) 969.40 0.00 969.40Insttumentation (Lignomat) 1033.05 0.00 1033.05Air circulation blower 630.34 0.00 630.34Instrumentation (other: cables, switches, 1,072.76 0.00 1,072.76

meters, etc.)

Subtotal $6,170.79 $0.00 $6,170.79

SUPPLIES & MATERIALSKiln chamber Oumber, metal, insulation, $915.50 $0.00 $915.50

plastic sheeting)Electrical supplies 896.17 0.00 896.17Heat exchanger & plumbing 481.18 0.00 481.18Programming materials 101.00 64.18 165.18Office supplies 39.45 0.00 39.45Lumber for drying 1,535.00 3,000.00 4,535.00

Subtotal $3,968.30 $3,064.18 $7,032.48

OllIER COSTSAdministration $0.00 $215.01 $215.01

Insurance 455.00 0.00 455.00Shipping 205.91 0.00 205.91

Subtotal $660.91 $215.01 $875.92

TOTAL $10,800.00 $8,454.19 $19,254.19

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Appendix ATables

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Table 1. Preliminary Drying Schedules for Five Hardwoods

Note: These are best~guess estimates and are not to be used for commercial drying runswithout fIrst running test loads to detect defects.

EUCALYPTUS(Eucalyptus robusta)

T7D3

STEP TEMP WElDEP LIGHUM% KILN WE1DEP WETBULB# STEP # STEP # AT STEP TEMP Of 'F 'F

1 1 1 >50 130 5 1252 1 2 50 130 7 1233 1 3 40 130 11 1194 1 4 35 130 19 1115 2 5 30 140 35 1056 3 6 25 150 50 1007 4 6 20 160 50 908 5 6 15 160 50 909 EQU min=4 160 43 117

10 CON max=6 160 13 147

MANGO(Mangifera indica)

T6C3

STEP TEMP WElDEP LIGHUM% KILN WElDEP WETBULB# STEP# STEP# AT STEP TEMPOP 'F 'F

1 1 1 >40 120 5 1152 1 2 40 120 7 1133 1 3 35 120 11 1094 2 4 30 130 19 1115 3 5 25 140 35 1056 4 6 20 150 50 1007 5 6 15 180 50 1308 EQU. min=4 180 44 1369 CON. max.=6 180 12 168

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Table 1. Preliminary Drying Schedules for Five Hardwoods (cont.)

MONKEYPOD(Pith.ecellobium saman)

T4F4

STEP TEMP WElDEP LIGHUM% KILN WETDEP WETBULB# STEP# STEP# AT STEP TEMP of cp c;p

1 1 1 >70 110 7 1032 1 2 70 110 10 1003 1 3 60 110 ll5 95,4 1 4 SO 110 25 855 1 5 40 110 40 706 1 6 35 1:10 50 607 2 6 30 120 ~)O 708 3 6 25 130' SO 809 4 6 20 140 ~K) 90

10 5 6 15 180 50 13011 EQU. min=4 180 44 13612 CON. max=6 180 112 168

OHIA(Metrosideros collina)

TSC4

STEP TEMP WElDEP UGHUM% KILN WE"IDEP WETBULB# STEP# STEP# AT STEP TEMP of l~ ~

1 1 1 >40 130 7 1232 1 2 40 130 10 1203 1 3 35 130 15 1154 2 4 30 140 25 1155 3 .5 25 150 40 1106 4 6 20 160 :50 1107 5 6 15 180 :50 1308 EQU. min=4 180 44 1369 CON. max=6 180 12 168

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Table 1. Preliminary Drying Schedules for Five Hardwoods (cont.)

SILK OAK(Grevillea robusta)

TIOE4

SlEP TEMP WElDEP UGHUM% KILN WElDEP WETBULB41 STEPi STEPi AT STEP TEMPop tF ~

1 1 1 >60 140 7 1332 1 2 60 140 10 1303 1 3 50 140 15 1254 1 4 40 140 25 1155 1 5 35 140 40 1006 2 6 30 150 50 1007 3 6 25 160 50 1108 4 6 20 170 50 1209 5 6 15 180 50 130

10 BQU. min=4 180 44 13611 CON. max=6 180 12 168

Abh~ons:

TEMP =wg-IDEP =LIGHUM =KD..~TEMP =EQU. =CON. =

TemperatureWet bulb depression inside the kiln, the net difference between thedry bulb temperature and the wet bulb temperature"Ugnin humidity," the moisture content of the lumber, measured byelectrical resistanceDry bulb temperature inside the kilnEqualizing treatment to bring pieces to a nearly unifonn LIGHUMConditioning treatment to relieve drying sttesses

23

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Table 2. Radial and Tangential Shrinkage for Six Hardwoods

EUCALYPfUS(Eucalyptus robusta)

5 samples/3 trees

INCHES.1

3.1253.0002.5002.500

0.1920.1830.1500.151

TLOSS

0.3350.3190.2660.263

R%LOSS

6.1446.1006.0006.040

T%LOSS1 .10.72010.63310.64010.520

KOA(Acacia Icoa)

16 samples/4 trees

INCHES RWSS TLOSS R%LOSS T%LOSS. .

3.500 0.186 0.218 5.314 6.2283.500 0.185 0.216 5.285 6.1713.500 0.184 0.215 5.257 6.1423.500 0.187 0.218 5.342 6.2283.500 0.189 0.220 5.400 6.2853.000 0.164 0.184 5.466 6.1333.000 0.163 0.181 5.433 6.0333.000 0.161 0.183 5.366 6.1003.000 0.162 0.183 5.400 6.1003.000 0.162 0.176 5.400 5.8663.000 0.160 0.171 5.333 5.7002.750 0.154 0.167 5.600 6.0722.750 0.152 0.170 5.527 6.1812.750 0.153 0.168 5.563 6.1092.750 0.150 0.166 5.454 6.036

MANGO(Mangi/era indica)6 samples/2 trees

INCHES RLOSS TLOSS R%LOSS T%LOSS. .

3.000 0.086 0.175 2.867 5.8333.000 0.084 0.174 2.800 5.8002.750 0.081 0.164 2.945 5.9632.750 0.083 0.163 3.018 5.9272.750 0.080 0.163 2.909 5.927

A

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Table 2. Radial and Tangential Shrinkage for Six Hardwoods (cont.)

4.6664.6334.5664.4664.5004.6334.500

·2.4662.4002.3662.3002.3332.4332.400

·0.1400.1390.1370.1340.1350.1390.135

MONKEYPOD(Pithecellobium SQ11IQ1I)

8 samplesll tree

TLOSS R% LOSS T% LOSS.

0.0740.0720.0710.0690.0700.0730.072

.3.0003.0003.0003.0003.0003.0003.000

OHIA(Metrosideros collina)

5 samples/2 ttees

. . · · .3.000 0.206 0.362 6.866 12.0663.000 0.205 0.363 6.833 12.1003.500 0.242 0.424 6.914 12.1143.500 0.239 0.425 6.828 12.142

A . 1

SILK OAK(Grevillea robusta)

6 samplesll tree

INCHES RWSS TLOSS R%LOSS T%LOSS.1 · ·3.125 0.084 0.239 2.69 7.65

3.125 0.086 0.244 2.75 7.813.125 0.085 0.242 2.72 7.743.125 0.083 0.239 2.66 7.653.125 0.086 0.244 2.75 7.81

A

Abbreviations

RLOSS = Radial shrinkage (inches)TLOSS = Tangential shrinkage (inches)R% LOSS = Percentage of radial shrinkageT%LOSS = Percentage of tangential shrinkage

25

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Table 3. Mainland Hardwood Species Shrinkage Values

DRIED lO 0PERCENT

MOIS1URECONTENT

Radial TangenDalSPECIES Shrinkage Shrinkage

Alder. red 4.4 7.3AAie 5.9 10.5Ash:

Black. 5.0 7.8Green 4.6 7.1White 4.8 7.8

Aspen:Bigtooth 3.3 7.9Quaking 3.5 6.7

Basswood. American 6.6 9.3Beech, American 5.1 11.0BiJdt:

Paper 6.3 8.6Sweet 6.5 8.5Yellow 7.2 9.2

Buckeye. yellow 3.6 8.1Butternut 3.4 6.4Catalpa, nonhem 2.5 4.9O1erry. black 3.7 7.10les1llut. American 3.4 6.7Cottonwood, black 3.6 8.6Dogwood, tlowering 7.4 11.8Elm:

American 4.2 9.5Rock 4.8 8.1Slippery 4.9 8.9

Hackberry 4.8 8.9Hickory:

Mockemut 7.8 11.0Pignut 7.2 11.5ShagbaJk 7.0 10.0Shellbark 7.6 12.6

Holly. American 4.8 9.9Hophombeam. eastern 8.5 10.0Laurel, Califomia 2.9 8.5

26

DRIED TO 0PERCENT

MOIS1URECONTENT

Radial TangentialSPECIES Shrinkage Shrinkage

Locust. black 4.6 7.2Madrone, Pacific 5.6 12.4Magnolia, southern 5.4 1;.6Marogany 3.6 5.0Maple:

Black 4.8 9.2Red 4.0 8.2Silver 3.0 7.2Sugar 4.9 9.5

Oak:Black 4.5 9.7Bur 4.4 8.8California black 3.6 6.6Olestnut 5.S 9.7Uve 6.6 9.5Oregon white 4.2 9.0Pin 4.3 9.5Northemred 4.0 8.2Scarlet 4.6 9.7Southemred 4.5 8.7Swamp cheSblut 5.2 10.8Swamp red 5.5 10.6Water 4.2 9.3White 5.3 . 9.0Willow 5.0 9.6

Persimmon, common 7.9 11.2Sweetgum 5.2 9.9Sycamore, American 5.1 7.6Tupelo:

Black. 4.4 7.7Water 4.2 7.6

Walnut. black 5.5 7.8Willow. black 2.6 8.1Yellow poplar 4.0 7.1

Page 30: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

Table 4. Initial Koa Schedule (T6D4)

STEP TEMP WEIDEP LIGHUM% KILN WE1DEP WETBULB

* STEP, STEPt AT STEP TEMP of 'F 'F

1 1 1 >50 120 7 1132 1 2 50 120 10 1103 1 3 40 120 15 1054 1 4 35 120 25 955 2 5 30 130 40 906 3 6 25 140 50 907 4 6 20 150 50 1008 5 6 15 180 50 1309 EQU. min=4 180 44 136

10 CON. max=6 180 12 168

Abbreviations:

TEMP =WEIDEP =LIGHUM =KILN TEMP =EQU. =CON. =

TemperanueWet bulb depression inside the kiln, the net difference between thedry bulb tempenuure and the wet bulb temperature"Lignin humidity," the moisture content of the lumber, measured byelectric&i resistanceDry bulb temperature inside the kilnEqualizing treatment to bring pieces to a nearly unifonn LIGHUMConditioning treatment to relieve drying stresses

27

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Table 5. EMC File: Relative Humidityl and Equilibrium Moisture Content2 Values Occurring at Various Dry Bulb Temperaturesand Wet Bulb Depressions

60

65

70

75

80

85

90

95

~ 100~0

105"-""

~::s 110N ....00 e! 115

~e 1200~

125

130

140

150

160

170

180

190

200

89 83 78 73 68 83 58 53 .e 1.3 3Q 34 30 26 21 17 13 8 5 1 1 RELHUM values are upper numbers in boxes.1fl.1 17.1. 15.8 13.& 12.7 11.6 10.7 8.8 8.1 8.3 7.6 U 8.3 5.6 4.1 •.1 3.2 U 1.3 0.2 2 EMC values are lower numbers in boxes.

90 &l 80 75 10 66 81 58 52 48 .... 38 36 32 27 24 20 18 13 8 6 220.3 17.8 16.1 14.• 13.3 12.1 11.2 10... 8.7 8.1 8.3 7.7 7.1 8.5 5.8 5.2 4.5 3.8 3.0 2.3 1.4 0.•

80 86 81 n 72 68 64 58 55 51 • .. 40 31 33 at 26 22 18 15 12 8 6 320.8 18.2 18.5 '''.1 13.7 12.5 11.6 10.1 10.1 I.. 8.8 U 7.7 72. "I 1.0 5.1 • .1 4" 3.7 2.1 2.3 1.5 0.7

81 86 82 78 7.. 70 86 62 58 M 51 1.7 .... 41 37 ,. 31 28 ~ 21 " 15 12 10 7 • 120.8 18.S 16.8 15.2 1•.0 12.8 12.0 11.2 10.5 8.8 8.3 8.7 8.2 7.7 7.2 1.7 8.2 5.6 5.1 4.1 4.1 3.5 2.8 2.3 1.1 0.8 02il 87 83 18 75 72 88 1M 81 57 54 50 41 44 1.1 as 36 32 28 28 23 20 1. 15 12 10 7 5 3

21.0 1a7 17.0 15.5 '''.3 13.2 12.3 11.5 10.8 10.1 a.7 1.1 8.8 8.1 7.7 7.2 • .e 1.3 5.8 5.4 5.0 •.5 4.0 3-5 3.0 2.4 1.8 1.1 0.3

i2 88 84 80 78 73 70 68 63 58 &6 53 50 47 .. ., 38 38 33 30 28 25 23 20 18 15 13 11 a 421.2 '8.8 17.2 15.7 14.5 13.5 12..5 H.8 11.2 10.5 10.0 '.5 a.o 8.5 8.1 7.' 7.2 8.1 8.3 8.0 5.. 5.2 4.8 4.3 3.- 3.4 3.0 2.1. 1.7 0.9

i2 81 B5 81 78 74 71 68 85 81 51 65 52 48 47 ... 41 38 36 34 31 28 21 24 22 11 17 15 13 t 5 121.3 18.8 17..3 15.8 14.7 117 12.8 12.0 11.4 10.7 102 1.7 1.3 ... 8.4 8.0 7.' 12 • .8 '.5 1.1 5.7 5.3 ...8 .... 42. 3.1 3.3 2.8 2.1 1.3 0.4

82 88 85 82 78 75 72 • 88 63 eo 57 55 52 41 48 .... 42 31 37 34 32 30 28 26 23 22 20 17 14 10 • 221.3 18.0 17.4 18.1 14.8 13.1 12.1 12.2 11.6 11.0 10.5 10.0 a.5 8.1 8.7 8.2 7.1 7.5 7.1 8.8 SA 8.1 5.1 5.3 5.1 4.8 4A 4.0 3.8 3.0 2.3 1.5 0.6

i3 88 86 83 80 77 73 70 • 85 12 58 5& s.- 61 41 .. .. ., 31 37 35 33 30 28 28 24 22 21 17 13 10 7 421.3 18.0 17.5 18.1 15.0 13.1 111 12A 11.8 11.2 10.. 10.1 1.1 1.2 8.1 a.s .., 7.1 7.4 1.0 1.7 1.3 '.1 5.1 5.4 5.2 4.- 4.8 4.2 3.8 3.1 2.4 1.8 0.7

S)3 80 87 83 80 n 74 71 • 86 83 eo 58 55 53 10 ... .. 44 42 ll10 37 35 34 31 21 21 26 24 20 17 14 11 a21.4 18.0 17.5 18.2 15.1 14.0 13.3 12.6 11.1 11.3 10.8 10.3 1.8 a." 1.0 1.7 8.3 7.1 1.1 7.3 U 8.7 8." 8.1 5.7 5.4 5.2 • .8 4.6 42 3.6 3.1 2.4 1.8

13 80 87 84 81 78 75 73 70 87 15 82 10 57 55 52 50 ... .. .. G 40 38 36 34 32 30 28 26 23 20 17 14 11 421." 11.0 17.5 182 15.1 '''.1 13.3 12.8 12.0 11.• lQ.8 10.4 t.8 a.5 1.2 8.. 8A 1.1 1.1 7.5 7.2 8.8 e.1 8.3 8.0 5.1 5.4 5.2 4.8 4.5 4.0 3.5 3.0 2.5 1.1

83 go • 85 82 78 78 7.. 71 18 86 83 81 58 5& $It 12 50 .. 45 a 41 .to 38 36 ,... 32 31 28 26 23 20 17 1. 8 221.4 11.0 17.5 18.2 15.1 '''.1 13A 12.7 12.1 11.5 10.1 10.4 10.0 8.. U 8.1 I., 8.2 7.e 7.' 7.3 7.0 1.7 1.5 8.2 $.I 5.8 5.4 5.2 4.7 • .3 3.1 3.4 2.1 1.7 0.4

D4 11 88 85 82 10 77 7.. 72 61 87 85 62 80 58 56 53 51 48 47 45 ~ 41 40 38 36 34 33 31 28 25 22 19 17 10 521.3 18.0 17." 16.2 15.1 14.1 13.4 12.7 12.1 11.5 11.0 10.5 10.0 1.7 1.4 1.0 8.7 8.3 7.1 7.7 7A 7.2 8.8 6.' 8.3 8.1 5.8 s..s 5.4 5-0 4.8 4.2 3.7 3.3 2.3 1.1

1M il 88 86 83 8:1 T1 75 73 10 88 15 13 81 58 57 55 53 51 .. 47 ..5 43 41 3e 38 38 35 33 30 Z1 24 22 1a 13 8212 lag 17.3 18.1 15.0 14.0 13.4 12.7 12.1 11.5 11.0 10.5 10.0 1.7 IA 8.0 1.7 1.3 1.0 7.7 7.5 7.2 7.0 8.7 6.5 62 8.0 5.8 5.5 52 4.8 4.4 ".0 3.8 2.7 1.6

1M 81 8Q 86 13 81 78 76 73 71 68 17 64 82 10 61 56 $It 52 50 48 47 4S 43 ., «) 38 37 35 32 a 28 24 21 15 1021.0 18.8 17.2 16.0 14.8 14.0 13.• 12.7 12.1 11.5 11.0 10.5 10.0 a.7 8.• ..0 1.7 8.3 1.0 7.8 7.1 1.3 7.0 8.8 8.8 8.•

..,5.1 5.6 5.3 4.1 •.8 1.2 3.8 3.0 2.0

86 12 • 81 .. 82 78 n 75 73 70 88 88 M tI2 10 II 58 .. U 51 48 47 .. 44 43 I., 40 38 35 32 30 21 25 18 14

20.7 1I.e 18.1 15.8 148 13.8 132 12.5 11.8 11.4 1o.a 10.4 10.0 a.1 IA 1.0 1.7 IA 8.0 7.1 7. 7.3 7.1 1.1 •.6 .... 1.2 8.0 5.1 5." 5.1 4.8 '+.4 ".1 3." 2.6

85 a2 80 87 85 82 80 78 71 74 72 70 • • .. 82 10 58 57 65 53 61 48 1.8 46 45 "3 ~ 41 38 36 33 30 28 23 1820.2 18.4 18.8 1M 14.6 13.7 13.0 12.4 11.8 11.2 to.a 10.3 ... 1.6 1.2 ... • .8 U 8.0 7.1 7.5 7.3 7.1 8.1 8.7 8A 8.2 6.0 5.8 SA 5.2 4.8 4.5 4.2 3.6 2.1

as 83 eo 88 • 83 81 78 77 75 73 71 • 87 15 14 12 10 5& 57 56 53 52 150 .t8 ..7 .-6 ...- 43 ..1 38 35 33 31 25 2118..8 18.1 18.2 15.2 14.2 114 12.7 12.1 11.5 11.0 10.8 10.1 117 I." 1.1 U 8.5 1.2 7.1 7.7 7.4 7.2 7.0 U 8.7 8.4 8.2 8.0 5.8 5.5 52 4.8 4.6 4.3 3.7 3.2

Q5 Q3 81 88 86 84 82 ., 71 76 7.. 72 70 II .7 • 13 12 eo 58 57 55 53 52 51 48 48 .7 45 43 40 38 35 33 28 2418,'- 17.7 15..8 , ...8 13.1 13.2 12.. 11.8 11.3 lo.a 10.4 I.a 1.8 1.2 1.0 U ... 1.0 7.1 7.8 7.3 7.2 U 8.1 8.1 IA 8.2 8.0 5.7 5.5 5.2 ...8 4.6 4." 3.7 32

96 1M 11 • 87 85 83 ., 71 71 75 73 72 70 • 17 15 13 82 80 5& 67 55 54 52 51 50 C8 .7 45 ~ 40 38 35 30 2618.1 17.3 15.5 1••6 13.7 12.1 12.2 11.1 11.1 10.& 10.1 1.7 I .• a.o u .... 1.1 7.. 7..1 7A 72- 7.D U 8.5 8.4 8.2 8.0 5.8 5.7 5.4 5.2 • .8 4.8 4A 3.8 3.3

16 1M 82 80 • 15 1M 82 80 71 78 75 73 71 • • • • 13 12 10 58 51 58 s- 53 51 50 48 .. .... 42 38 37 32 2818.5 18.i 15.2 14.2 13.4 1~7 12.0 11.4 1G.8 10.6 10.0 ... 1.2 • .1 ... U 7.1 7.7 7.4 72- 7.0 U U I." 8.2 e.G U 5.7 5.5 5.3 5.0 4.8 ".5 "A 3.8 3.3

• 84 82 10 • • 1M 82 80 7e T7 75 7.. 72 70 • ttl • 1M .., ., 10 58 57 55 s.- 53 52 51 .. " 43 ., 38 34 3018.1 18.4 14.i 14.0 13.2 12.4 11.8 11.2 lQ.8 10.3 I" 1.4 1.1 8.8 U 8.1 7.7 7.5 1.2 7.0 1.8 U ... '2 1.0 5.' 5.7 5.8 5.4 5.2 4.8 4.7 1..5 4.3 3.8 3.3

2 3 • 5 6 7 8 8 10 11 12 13 14 15 16 17 1. 18 20 21 22 23 24 25 26 7:1 21 29 30 32 34 36 38 .eo 45 50

Wet Bulb Depression (UWEIDEp9') (OF)

Page 32: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

Appendix BPhotographs

29

Page 33: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

William Irwin and Denver Leaman in front of experimental kiln at Noi'i 0Puna.

Experiolcntal Geothcrolal LUlnber Drying Kiln: A) A load of 2" koahnnhcr in kiln chatnbcr, B) Monitor and control sl~ction, C) Air inputduct.

11

Page 34: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

Experitncntal Geothennal Lurnber Drying Kiln: A) Kiln chamber,B) ~lonitor and control system. C) Heat exchanger and air circulationsyst~nl.

Heat Exchanger :.tnd Air Circulation System: A) Heat t:.\l·han~er.

:3) Bknver. Cl Input air dUcL D) Return air duct, E) E.xhaust blower.F I \V:l(L'r spray uni [. (j) T l 'Il1nCrarure prone, Ii; Hu[ WaleI' circulation

Page 35: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

.......AWr',.,.,.-.w.a-.*...,.,.,.,.I.._ ..__I.I..'__ tuillltl ~·....__~4f.'_ ' ~.~·"'", ...

.....,..,.'.... ""~"'-'J"'.".L"'IIIIII.._ ..._••tH___..t"'''''_MM_'''''''''''',,;_'''· ' '-",f,!t,~·"_· ...~ ..

"""~'Cl"'. I, ·~."1"~ .•B....'_ a. Q~""""'ft*~·

Monitor and Control Systern: A) Corllputer, B) Electrical-rnechanicalcontrol section, C) Tenlperaturc and rnoisturc probe section,D) Charcoal air stack.

/ " " ' .\ \ \' \ .'\• I I • , •••••. ' .... , .

/\ .

Monitor and Control Systeln: 1\) Computer keyboard, B) I~kl'tril'al

nlechanical control section for thc blower. heat exchanger, exhaustblower, and spray ullit, C) TClllperature prohe, J)) Rl'lativl'lIl1l11idityprobe, E) LUllllK'r Illoislurc content prohl's, f·) Lo\\' voltage pcnvl'rsupply for sensor probes.

Page 36: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking

r,off

Page 37: COMMUNITY GEOTHERMAL TECHNOLOGY PROGRA·M...ing industry and experience as a journeyman electrician. DENVER LEAMAN is a partner in King Koa. Denver has knowledge ofthe woodworking