, urn fi’ln“ "-77-: 4. ‘ r- ;‘iw‘ué ' : . . _ -d-v.5 §‘<,;‘p'. . : ." ‘ A 9" 4M‘s' - ”v V ‘4. 5;; —.. ‘x- --«- _. '_ . z , 3:9 arm-.27 ‘fl‘RTg-r ., ... up x- ‘2. 5 ~. , .n ‘ 1" “I ._ v . . . ‘l - ‘ if}. f‘ viljyh .. - "101‘. (1.344“, v‘v— .. .;: ,1 . “‘1 run- ‘ a! H F Ar . "kit: ,n. I- 7 9211?“... ‘ '1... D r ‘1 q .15» .;:r i; —.’}’€u .‘ 3. 4n— . My” n d 1 ,_ 7—. a: m. {.7111 ,. . ... .~:' W '1' ' SITY LI IBRARIES lllll‘llllll \lllll llllll This is to certify that the thesis entitled Evaluation of Energy Requirements for Conservation Tillage Systems in Michigan presented by George S N Mungai has been accepted towards fulfillment of the requirements for M.S. Ag. Tech.&Sys. Mgt. degree in (74%“ Mimi Major professor Date 7//3/ 7/ 0-7639 MS U is an Affirmative Action/Equal Opportunity Institution LIBRARY Michigan State University " A *- PLACE IN RETURN BOX to remove We checkout from your record. TO AVOID FINES return on or before one due. DATE DUE DATE DUE DATE DUE ml IL— LJL T l ___l____ l II‘jl—T MSU Ie An Affirmative ActIoNEquel Opportunlty Institution ammo-m Evaluation of Energy Requirements for Conservation Tillage Systems in Michigan by George S N Mungai A THESIS Submitted to the Michigan State UniverSity in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE in Agricultural Technology and Systems Management Department of Agricultural Engineering 1991. ABSTRACT Evaluation of Energy Requirements for Conservation Tillage Systems in Michigan by George S N Mungai Evaluation of three tillage systems was performed in Michigan to determine the relative performance of conventional and conservation tillage systems from the stand point of fuel and energy consumption. The three systems included: moldboard plow-based tillage system, chisel plow-based tillage system, and nc-till tillage system. The tests were carried out in Owosso-Marlette sandy loam soil, Metamora-Capac sandy loam soil, Capac loam. soil and. Palms :muck. soil. Primary’ and secondary tillage as well as planting operations were conducted during the Summer and Fall of 1989 and 1990. The data obtained 'using a inicrocomputer based. data acquisition system showed that the moldboard plow-based conventional tillage system demanded higher fuel (L/ha and L/kWh) and energy (kWh/ha) input than the chisel plow-based conservation tillage system. However, the chisel plow required higher draft than the moldboard plow for the same width of operation. The chisel plow would therefore require a larger tractor than the moldboard plow for the same width. The no- till tillage systems using row crop planters and grain drills provided the most fuel and energy savings when compared with the conventional tillage and conservation tillage systems. This is to certify that the thesis entitled Evaluation of Energy Requirements for Conservation Tillage Systems in Michigan presented by George S N Mungai has been accepted towards fulfillment of the requirements for MLS. degree in Aqric. Tech. & Systems Mgt. QZM #WM Major Professor Date 7//’Z/7’/ M50 is an Affirmative Action/Equal Opportunity Institution To my beloved wife Anne and daughters, Catherine, Caroline, Lilian and Pauline. iv ACKNOWLEDGEMENTS The author expresses his very sincere appreciation to the following persons and institution for their contributions and invaluable support during the course of this study: To Dr. Thomas H Burkhardt, research team leader and major academic and research adviser for his professional guidance and timely advice during the whole two year period of this study. To Dr. Robert H Wilkinson, co-maj or adviser for his support and advice during the research period. To Dr. John B Gerrish, research committee member for his positive evaluation.of the research.project and serving in the academic committee. To Mr. Wan Ishak Wan Ismail, a fellow graduate student under the guidance of Dr. Burkhardt. The joint research work conducted with him would have been a great ordeal without him. His encouragement, criticism, companionship, assistance and positive evaluation of the field and laboratory work contributed immensely to the success of this study. To Dr. Milton M.Mah, whose support in the initial set up of the instrumentation package and the subsequent advice and availability during the research work contributed significantly toward the success of the research. To Mr. James A. Squires, the Clinton County soil conservationist, for arranging for the availability of the fields and equipment in St. Johns. To the technical personnel in Agricultural Engineering Department.athichigan State University for the assistancerand advice provided. To Dale Devereaux (St. Johns farmer) who spared his precious time, energy, equipment and land for the experiments in St. Johns. Special thanks go to the University of Nairobi for authorizing the author’s study leave ‘without which. this valuable academic experience would not have materialized. To my dear family for their moral support and understanding during the demanding periods of the study. Lastly and most important, glory to God for enabling me to complete my training successfully. vi TABLE OF CONTENTS LIST OF TABLES .......................................... LIST OF FIGURES ......................................... 1. INTRODUCTION ........................................ 2. LITERATURE REVIEW ................................... 2.1 Conventional versus Conservation Tillage Systems ....................................... 2.2 Alternative Energy Sources .................... 2.3 Energy and Power Consumption in Tillage ....... 2.4 Fuel and Draft Measurements ................... 2.5 Instrumentation ............................... 2.6 Summary ....................................... 3. OBJECTIVES .......................................... 4. EQUIPMENT ........................................... 4.1 Specifications ................................ 4.2 Tractor ....................................... 4.3 Conventional Tillage Implements ............... 4.3.1 Moldboard Plows ........................ 4.3.2 Disk Harrows ........................... 4.4 Conservation Tillage Implements ............... 4.4.1 Chisel Plows ........................... 4.5 Field Cultivator .............................. 4.6 Planting Implements.. ......................... 4.6.1 Row Crop Planter ....................... vii xi xii 1 3 3 7 9 1O 12 15 17 19 19 19 20 20 21 21 21 22 22 23 4.6.2 Grain Drills ........................... 23 4.7 The Instrumentation System .................... 25 4.8 Data Acquisition System ...................... , 28 4.9 The Signal Sensors ............................ 31 4.9.1 DjTPMII ................................ 31 4.9.2 Ground Speed Measurement ............... 31 4.9.3 Engine Speed Measurement ............... 32 4.9.4 Front Wheel Speed Measurement .......... 32 4.9.5 Rear Wheel Speed Measurement ........... 33 4.9.6 Implement Draft Measurement ............ 33 4.9.7 Fuel Consumption Measurement ........... 34 4.9.7.1 Calibrator/Run Simulator... 37 4.9.7.2 Fuel Meter Verification.... 37 4.10 Calibration of the Signal Conditioners ....... 41 4.11 Calibration of Transducers ................... 41 5. EXPERIMENTAL PROCEDURE .............................. 46 5.1 Verification of Instrumentation ............... 46 5.1.1 Verification of the Engine Speed ....... 46 5.1.2 Verification of Wheel Speeds ........... 46 5.1.3 Verification of the Ground Speed ....... 47 5.1.4 Verification of the Fuel Flow Measurement ............................ 47 5.2 Test Sites and Description of Experiments ..... 48 5.2.1 Field 1 ................................ 48 5.2.2 Field 2 ................................ 49 5.2.3 Field 3 ................................ 49 viii 5.2.4 Michigan State University Field ........ 5.3 Data Collection Procedure ..................... 5.3.1 Soils Data ........ . ...... ..... ......... 5.3.2 Field Experimental Methodology ......... 6. RESULTS AND DISCUSSION .............................. 6.1 Field Conditions. ........................ 6.2 Equipment and Instrumentation Performance .............................. 6.3 Data Retrieval ........................... 6.4 Parameter Calculations ................... 6.5 Comparative Performance of Tillage Systems .................................. 6.5.1 Owosso-Marlette Sandy Loam Soil ......................... 6.5.2 Metamora-Capac Sandy Loam Soil ......................... 6.5.3 Capac Loam Soil .............. 6.6 Discussion ................................. 7. CONCLUSIONS ......................................... 8. RECOMMENDATIONS FOR FURTHER RESEARCH ................ 9. APPENDIX A: Tractor Specifications ................. APPENDIX B: Implement Specifications ............... APPENDIX C: Specifications and Calibration of Transducers ............................ APPENDIX D: Soil Characteristics ................... APPENDIX E: Data Transfer Procedure ................ ix 51 52 52 54 58 58 58 59 6O 65 65 75 81 82 85 87 9O 93 97 105 108 APPENDIX F: Sample of Data Statistics Summary ...... 111 APPENDIX G: Raw Field Data Printout ................ 116 10. BIBLIOGRAPHY ........................................ 133 Table Table Table Table Table Table Table Table Table Table Table 4.1 5.2 5.4 LIST OF TABLES Calibration Response Equations .............. 43 Experiments Performed on Field 2a near St.Johns ..... ................ . ........ 50 Experiments Performed on Field 2b near St . Johns ................................... 50 Experiments Performed on Field 3 near St . Johns ................................... 51 Conservation Tillage Experiments Performed at MSU ............................ 52 Conventional Tillage Experiments Performed at MSU ............................ 52 Summary of the Tillage Data ................. 61 Implement Field Efficiency .................. 62 Specifications of the Tractor Tire Size ..... 64 Fuel and Energy Requirements for Tillage Implements .................................. 66 Specific Fuel and Energy Requirements ....... 83 xi Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure 4.1 4.2 4.3 4.4 4.5 LIST OF FIGURES The Modified no-till Row Planter in Field 1. ..... ...... ........ ..... ....... The Signal Conditioner Rack and the Voltage Converter in the Tractor Cab... The Apple IIe Computer and Monitor in the Tractor Cab ........ . ............ Block Diagram of the Data Acquisition System Hardware ............ ...... ...... Fluidyne PDP1 Fuel Flow Meter Mounted on the Tractor ........... . ............. Correction of PDP1 Fuel Measurement.... Regression of Corrected Fuel Measurement ............................ Soil Auger and Soil Sample Can ......... Manual Proving Ring Cone Penetrometer.. Comparative Fuel and Energy Consumption in Owosso-Marlette Sandy Loam Soil ........ . ......... . ........... Estimation of Fuel Consumption for Moldboard Plow in Owosso-Marlette Sandy Loam Soil ........................ Estimation of Fuel Consumption for Chisel Plow in Owosso-Marlette Sandy Loam Soil .............................. xii 26 27 30 36 39 4O 53 55 70 71 72 Figure Figure Figure Figure Figure Figure Figure 6.4 6.5 6.6 6.8 6.9 6.10 Estimation of Energy Consumption for Moldboard Plow in Owosso-Marlette Sandy Loam Soil ..... . ........................ Estimation of Energy Consumption for Chisel Plow in Owosso-Marlette Sandy Loam Soil ......... . .................... Comparative Fuel and Energy Consumption in Metamora-Capac Sandy Loam Soil .............................. Estimation of Fuel Consumption for the Chisel Plow in Metamora-Capac Sandy Loam Soil ........................ Estimation of Energy Consumption for Chisel Plow in Metamora-Capac Sandy Loam Soil .............................. Estimation of Fuel Consumption for the 18 Row no-till Grain Drill in Metamora-Capac Sandy Loam Soil ......... Estimation of Fuel Consumption for the 10 Row No-till Grain Drill in Metamora-Capac Sandy Loam Soil ......... xiii 73 74 76 77 78 79 80 CHAPTER 1 INTRODUCTION For about two decades, research efforts in tillage have been directed to either using renewable energy resources or increasing the efficiency of using fossil fuels to reduce crop production costs. Developing new fuel resources for farm machinery has not been technically or economically successful; therefore, diesel fuel may continue as the dominant fuel for many years. Much.work in tillage energy research.has been done using fuel consumption.and_draft requirement as the indicators of performance. While these measurements give a valid indication of energy used for a particular combination of equipment and soil conditions, they are limited to a regional application. It is difficult to transfer the results to the general case (Smith and Barker, 1982) and therefore, it is necessary to conduct experiments in various areas toiestablish the local tillage energy needs. Tillage has been considered as one of the major energy and power consumers at the farm level. Farmers often use the drawbar power requirement of tillage to determine the size of the largest tractor for the farm. The moldboard plow has traditionally been used as the basic implement for primary tillage followed by several secondary tillage operations. Moldboard. plow-based. tillage systems have generally' been 2 considered to have a high energy consumption level. This has lead to research efforts being directed to collecting energy data to verify this assumption. These efforts are aimed at formulating alternative energy-saving systems. Conservation tillage systems, which have the potential to reduce tillage energy requirements, field.time, labor input, soil compaction, degradation of environment, and soil and water loss have been considered as an alternative approach to conventional tillage. The research conducted for this project was designed to evaluate conventional, conservation, and no—till tillage systems from the perspective of energy and power demand. Many factors contribute to the energy used in tillage. The soil type and condition, depth of tillage, speed of operation, and hitch geometry are some of the important factors (Kepner et al., 1980). Draft and energy requirements of tillage tools are an important consideration in selecting optimal tillage systems (Khalilian et al., 1988). The research conducted during the last two summers by the Department of Agricultural Engineering at Michigan State University (MSU) and near St. Johns in Clinton County, Michigan, compared the energy and power requirements of a moldboard plow-based, chisel plow-based and no-till tillage systems. Tractor fuel consumption and implement draft were the primary data collected using an in—field microcomputer data acquisition system. CHAPTER 2 LITERATURE REVIEW 2.1 Conventional versus Conservation Tillage Systems The amount of energy expended in preparing a suitable seedbed depends on the tillage system used. Field operations can be achieved.with.various combinations ofinachines which result in different basic energy requirements. (Frisby and Summers, 1978). In conventional tillage practices, the farmer usually plows, disks twice, spring tooth harrows, plants the crop and cultivates at least twice (Hansen et al., 1958). This amounts to about 6 to 10 trips across the field resulting in excessive soil compaction and high cost in time and money. This system of tillage has evolved over the years since human.beings first opened the soil to plant seeds, without a sound scientific basis to justify it. Bowers and Bateman (1960) in their research studies on minimum tillage questioned the necessity of each additional tillage on the basis of its contribution to weed control, soil and.wind erosion, crop yield.and.production cost. Stone and Heslop (1986) compared three tillage systems; they observed that the use of moldboard plow-based tillage systems resulted in gradual deterioration of soil structure. Cook et al. (1958) in their research on minimum tillage conducted since 1946 showed that secondary tillage was not necessary as plow-planting or wheel-track planting were 4 successful in establishing crop stands that needed only two weed control cultivations after planting. With the advent of chemical weed. control, experiments ‘with. no-till planting (direct drilling) have shown that mechanical manipulation of the soil can.be eliminated under some field conditions without adversely affectimg the crop yield. No-till planting also offers other generally obtainable advantages: improved water conservation, reduced soil erosion, reduced machinery cost, lower labor input and in some instances increased yields (Smith and Etmnstrom, 1980). Erbach (1982) concluded that tillage systems did not significantly affect yields of either corn or soybeans in a corn soybean rotation research study. Zhengping et al. (1986) conducted research on machine width for time and fuel efficiency and concluded that conservation tillage systems reduced machinery cost. This view is further supported by Kushwaha et al. (1986) who asserted that minimum tillage systems have considerable potential for saving energy and time as well as controlling wind and water erosion. In his research on a comparison of the energy input in some tillage tools, Reid (1978) found out that no-till or reduced tillage is often promoted because these methods usually require about one-third to one-half of the fuel used in conventional tillage. Bolton and Booster (1980) carried out research on strip- till planting system from which they concluded that grain yields compared favorably with those obtained using 5 conventional bare fallow and stubble mulch tillage systems, each of which involved four times as many field operations. Due to the changing trends of energy cost and availability during the last two decades, the need for reviewing energy input in agricultural production has become an important issue. Rotz et al. (1982) developed a multiple crop machinery selection algorithm through which they concluded that the cost per hectare for conservation tillage was always less than that of conventional tillage. It was also shown that due to less competition for time, conservation tillage implements were often smaller and thus better matched to the farm. Conservation tillage systems have been experimented with to establish methods that are less energy demanding and more environmentally sound while providing agronomically acceptable seedbeds. Smith et al. (1980) assert that though there are many areas where today’s farmer could conserve energy, a very important one is energy consumed in field operations. The availability of more efficient herbicides as well as the rising fuel and labor costs have given conservation tillage systems a big boost during the last few years (Khalilian et al., 1988). Hamlett et al. (1983) in their research on the economic potential of conservation tillage in Iowa concluded that conservation tillage practices in crop production save soil, lower energy consumption, and reduce machinery investment. 6 The moldboard plow is the most widely used primary tillage implement. Various researchers have carried out field tests to compare the energy requirements of moldboard plow- based tillage systems with. conservation tillage systems. Michel et al. (1985) used the hypothesis that the chisel plow requires less time and energy per unit area than does the moldboard.plow'when they were comparing the performance of the two plows. They took this premise because the chisel plow does not move and invert the soil as the moldboard plow does. They concluded that the chisel plow-based system produced equal yields with approximately 40 per cent less fuel and less time for pre-plant tillage operations when working in irrigated sugarbeets, dry beans and corn. Similar experiments conducted by Smith et al. (1989) showed that reduced tillage systems can substantially reduce the total fuel and energy requirements for field operations as compared to the conventional moldboard plow tillage system. They found that a minimum tillage system which was designed to have minimal preplant field operations, used almost 70 percent less fuel and energy than the moldboard plow system. Heavy duty tandem disk harrows have recently been tested for use as primary tillage implements because of the reduced labor and energy requirements and the high. work rate associated with.the:disk.harrow systems (Krishnan et al. 1988; Singh Jai, 1978). 7 2.2 Alternative Energy Sources According to Stout (1990) the energy required for production agriculture is about 3 per cent and 5 to 6 per cent of the national energy needs in developed and developing countries, respectively. Stout (1977) has also shown that about 20 per cent of this energy is used in field operations. The energy used on farms is predominantly petroleum based. Although testing ethanol use in spark-ignition. engines has shown positive results, a.majority of farms are equipped.with diesel powered farm machinery and this trend is increasing (Shannon, 1982; Yahya and Goering, 1977). Efforts to find effective renewable sources of energy to replace diesel fuel for farm machinery have not met with much success (Boruff et al., 1980). Shropshire et al. (1982) performed research on the injection of anhydrous ethanol into a diesel engine. The experiment resulted in degradation of qualities of diesel fuel such as cetane number, viscosity, and volumetric energy content. Although up to 20 per cent of ethanol could be tolerated, the major problemrwas one of water tolerance as small amounts of water caused ethanol and petroleum fractions to separate. They also observed that the use of diesel engines is not likely to change quickly since diesel fuel is presently available and is cheaper than ethanol. Marcio Cruz et al. (1981) in their research on dual- fueling' turbocharged as 25.8 m _ _.me... as. is... .8... : and are are S LE... Yam 3:» .8... a LE... ESTES”. a I7... Range 5 1212:2111 16m I15... Sagan”... e tied Esau 88:88 83:5. 28.55 2.52 o: 3%... Rex—smog :55 .0535 31 The experiment’s DAS had the following transfer function: 1am 212 =122nfl’ a =5Vx (After Vandoren, 1982) Each step of the digital system represented 1.22 mV. 4.9 The Signal Sensors 4.9.1 DjTPMII The DjTPMII is a commercial computerized system that is used to monitor various tractor and implement in—field parameters. The system consists of a computerized control console, engine RPM sensor, radar ground.speed sensor, implement status switch and a wheel speed sensor. Information on the engine speed, ground speed, percentage wheel slip, distance travelled and area covered can.be selectively displayed.on the console. This enables an on-the-run checking of these parameters. For this experiment the ground, wheel and engine speeds were monitored through the DjTPMII console during the field tests. 4.9.2 Ground Speed Measurement The radar unit used for ground speed measurement was mounted on the underside of the tractor at an inclination toward the rear of the tractor. The measurement of the ground speed was through frequency generated by a sensor which emitted a beam of microwave energy onto the ground surface. The microwave 32 energy was reflected.back to the sensor. The comparison of the reflected frequency to that emitted to the ground would give a measure of the ground speed. Movement by the sensor caused a shift of the comparative frequencies which was proportional to the speed of the tractor. The DjTPMII console received the frequency output from the radar unit and channelled it through an M1080 10KHz frequency to voltage (F/V) converter and hence to the A113 analog 1x) digital converter. The digital value was subsequently transmitted to the microcomputer through the digital multiplexer. 4.9.3 Engine Speed Measurement The engine speed sensor was mounted between the existing mechanical drive sender and the tachometer cable, and then routed to the DjTPMII console on the dashboard. The rotation of the sensor generated a frequency proportional to the engine speed. The frequency signal was sent through an M1080, 10KHz F/V converter prior to transmission through the AI13 A/D converter for conversion to the digital domain. 4.9.4 Front Wheel Speed Measurement The tractor was used in four wheel drive mode throughout the experiments. Determinatituiof the front.wheel rotational speed was necessary in order to calculate the slippage of the wheels. This measurement was accomplished by using magnetic (inductive) pickups that generated voltage pulses. A 60 tooth 33 sprocket accurately machined and mounted on the external diameter of the innerside of the right front wheel hub, was used to generate the pulse signals. A cylindrical pole magnet pickup (model 60-0198"G"--2.5 inches threaded reach) mounted perpendicular to the sprocket teeth counted the number of teeth passing as the wheel rotated. The analog signal in frequency form was transmitted to the F/V converter of the signal conditioner and hence to the A/D converter. 4.9.5 Rear Wheel Speed Measurement The rear wheel rotational speed was also useful in the determination of the wheel slippage. The set-up for measuring rear wheel speed was similar to that used to determine the front wheel speed. The rear wheel sprocket had 80 teeth and was mounted on the right hand side of rear axle housing in a manner similar to the front wheel one. The magnetic pick-up was identical to the one for the front wheel one and was mounted in a like manner. After the conversion of the frequency signal to voltage value by the F/V converter, the A/D converter transformed it to a digital form for the DAS to sample and enter into the RAM of the computer. 4.9.6 Implement Draft Measurement The measurement of the implement draft was of primary concern in the experiments as it was used to determine the energy and power requirement of the various implements. All of the 34 implements used except the moldboard plow at MSU were pull type. The tractor drawbar was therefore instrumented with strain gauges to measure the longitudinal pull force generated by the implements. The strain gages were mounted on the right and left hand sides of the drawbar. Lateral movement of the drawbar was checked by an improvised stopper on which the far end of the drawbar rested to prevent the gauges from contacting the drawbar mounting bracket as it swung sideways. 4.9.7 Fuel Consumption Measurement In.order to accomplish the primary objectives of this project, a dependable fuel consumption measuring meter was a crucial requirement. The meter selected for this important aspect of the experiment was a Fluidyne positive displacement Piston Flowmeter, model PDP1 obtained from Emco Engineering Measurements Company, Colorado. The primary features of this device include: . High accuracy and repeatability. . Extreme low flow capability. . Wide liquid flow range. . Wide liquid viscosity range. . High pressure and temperature rating. . Explosion proof housing for safe operation.in.hostile environment. 1 2 3 4 5 6 The meter’s linearity deviation from average ranges between -0.59 per cent to +0.28 per cent depending on the nominal flow rate which varies between.1 cc/min to 1200 cc/min (See Appendix D). The flowmeter was mounted vertically in a sealed weatherproof metal box which was attached to the tractor on the right hand side below the fuel filters 35 (Fig. 4.5). Three access holes were drilled into the side of the box for in and out fuel flow lines and the signal transmission wiring. Two three-way valves were installed to provide metering and bypass mode possibilities. Overflow from the metering system was channelled back to the injection low pressure fuel line (between the meter and the injection pump) to ensure that all metered fuel was consumed by the tractor. The connection of the meter to the tractor fuel system was done using quick couplers for ease of removal at the end of the research. The positive displacement piston flowmeter utilizes four pistons, driven by the flow of the liquid to be measured, which in turn drive a crankshaft through connecting rods in a fashion similar to a radial internal-combustion engine. The rotational velocity of the crankshaft is proportional to the volumetric flowrate through the flowmeter. The crankshaft is equipped with a magnetic element which in turn causes an external transmitter magnet disk to rotate with the same angular velocity. This rotational velocity is then converted to pulses using an optical encoder. The output from the transmitter is a 12 vgp square wave with a frequency range of 0—2500 Hz. The square wave output of the transmitter is converted to a sine wave by the signal conditioner. The frequency generated by the piston flowmeter and the associated electronic signal are proportional to the flow rate of the fluid according to the following equation: 36 Figure 4 . 5 Fluidyne PDP1 fuel flow meter mounted on the tractor. 37 Q = (F/Kf) x 60 Flow rate in cubic centimeters per minute where Q F Frequency output in pulses per second (Hz) 1% = Meter calibration factor in pulses per cc The Kf factor for this meter which was provided by the factory is 119.87. 4.9.7.1 Calibrator/Run Simulator A calibrator/run device (frequency simulator) was designed and fabricated for the flow meter. This device was used for calibration of the meter in the calibrator mode and to transmit signals to the signal conditioner in the run.mode. Its purpose was to expand the narrow signal obtained from the sensor to one that the signal conditioner could read. It consisted of a preamplifier through which the flow meter signal was directed in order to increase its resolution to the 0 to 5 volts range. The simulator had four preset levels of frequency (100, 250, 500 and 1000 Hz) that were used for the calibration of the DAS. 4.9.7.2 Fuel Meter Verification In order to ascertain that the values of the fuel consumption obtained from the PDP1 meter were accurate, the system was tested manually in the laboratory using a gravity fuel feed system that was devised to measure the rate of fuel consumption with the tractor at a stationary position. The 38 fuel consumption rate was measured at various engine speeds and the data were manually recorded» .Algraduated cylinder was filled with fuel and the time taken by the tractor to consume 100 or 200 cc of fuel, depending’ on engine speed, was recorded. Simultaneous monitoring of the fuel consumption was done with the PDP1 using the DAS for a direct comparison. The tractor was then connected to a PTO dynamometer and the tests were repeated for loads ranging between 7 kW and 65 kW (full load). The fuel consumption rates measured by the manual system and the PDP1 were compared with values calculated using the ASAE standard fuel consumption formula. The PDP1 registered lower values by a constant factor of 1.1296 as compared to the manual values (see Fig. 4.6). Figure 4.7 shows the comparison of the manual fuel measurement and the regression line of the corrected fuel measurement. This indicates that the regression line can.be used to estimate the fuel consumption of the tractor using the equation: Y = 0.215168 * X + 3.776305 R2 = 0.9987 4.10 Calibration of the Signal Conditioners The signal conditioners were: M1000 series (Data. Capture Technology). Each of them was calibrated prior to the calibration of the transducers. The signal conditioners used for the five frequency generating sensors were the M-10805. The strain gage transducer used the M-1060 signal conditioner which is designed to sense forces. 39 170 H PDP1 flow meter fuel measurement ' o—o Manual fuel measurement ‘ G—B Corrected fuel measurement g 15.04 i A 4 E 1&0- .9 4—0 a. 1 E 3 1L0~ U) c o o 3 9.0- 3 u. . 7nd 1 50° * r f I ' 1 1m 25.0 35.0 «in 55.0 a: Figure 4.6 Correction of PDP1 fuel measurement. Horsepower, kW 4O 0—0 Manual fuel measurement 17.0. , D Regressuon of corrected fuel measurement 15.0 - 13.0 .. 11.0- 9.0 d Fuel consumption. L/hr 5.0 25.0 ' 35.0 ' 43.0 ' 55.0 - «.0 Horsepower, kW Figure 4.7 Regression of corrected fuel measurement. 41 4.11 Calibration of Transducers Calibrations of the transducers were carried out prior to the preliminary field experiments conducted in summer 1989. The strain gages on the drawbar were calibrated using a Universal Tension Machine with a maximum load of 44,927 N (details in Appendix C). The DAS channels were calibrated in the laboratory to receive data from the speed measurement transducers. The calibration. was done using a frequency generator, and an oscilloscope. The frequency generated was directed through. the DAS for the computer to ldevelop .a regression equation. The calibration of the fuel meter DAS channel was done using the calibrator/run simulator to provide the signal in calibration mode instead of the frequency generator. The calibrator was capable of emulating the transducer signals and hence providing the required frequency for calibration. The frequency generator was connected to the appropriate channel of the signal conditioner using cables that had a provision for intercepting the signal and directing it to the oscilloscope for an accurate frequency count. The dials on the frequency generator were not accurate enough for obtaining the actual frequency. The signal conditioner converted the signal to voltage before sending it to the DAS. The gain code of each transducer was determined and logged into the computer program together with the respective channel number. The maximum loads expected from respective transducers were determined (i.e. rpm, ground speed, etc.) and converted 42 to frequencies. The frequency generator was set to provide the maximum frequency for a particular transducer. This was directed to the signal conditioner to obtain an analogous voltage. The maximum voltage obtained was used to determine the gain code of the sensors. The range of all six transducers was 0 to 5 volts. The gain code was therefore set at O for all of them. The calibration subroutine of the AI13 program was used to receive the signal generated by the frequency generator directly from the signal conditioner. The frequency generator was used to generate 10 to 12 frequencies depending on the determined range. The oscilloscope was set to provide a suitable sine wave on the screen to determine the accurate frequency settings. The actual frequency was logged into the computer for each of the frequencies. The computer then provided the slope and intercept for a regression equation to calculate the load (frequency) that would be used to convert the DAS output to the analog frequency. The equations for each of the transducers are provided in Table 4.1. Details of the calibration procedure are provided in Appendix C. The transducer loads (frequencies) were converted to the respective parameters using the factors provided. by' the supplier of each.device. The factors are shown.below. The only exception was the draft load whose calibration equation converted the load to units of force (N). 43 mmmm.o omw.o + vom.o x >E n am 30am Hash 0 PF Pmmm.o nmm.NF 1 Aooo_\vmo.ooovm x >EV u 2 ocean ammuo 0 OP 33.0 024 + 08.0 x >5 u am 8QO Home: scone o m mmmm.o bmb.m + mmo.o x >E H mm pmmdm Homes poem 0 m 33.0 RUN + 30.0 x >2 u am 000% 88.6 o a. wmmm.o voo.r + mmo.o x .>.E H mm pomam maflocm o m aofiuasgm manaaum> mpou qu652 mm uncommom aoHuaunaaaO GHMO Hmccanu .ma0aumsgm uncommmm cofluaunfiamu F.v manna 44 1. Engine speed (RPM): The engine speed transducer registers 4 pulses per engine revolution. The conversion equation of the load (Hz) to engine speed was: = Load(Hz) x GOsec 4puus mm RPM 2. Ground speed (Km/h): The conversion factor used for the radar ground speed sensor was 100Hz/m/sec. The conversion equation of the load (Hz) to ground speed (Km/h) was: 3. Rear wheel speed (Km/h): The rear wheel sprocket had 80 teeth. Hence 80 pulses were equivalent to one revolution of the wheel. The load (Hz) was converted to wheel revolutions per minute (RPM) and then to peripheral speed (Km/h) as follows: REMI-umdoh)x law. xtmun mummy run 45 tfimflm)x le xemumi KmM==RHWx My lawn: lHr 4. Front wheel speed (Km/h): The front wheel sprocket had 60 teeth and therefore 60 pulses were equivalent to one wheel revolution. The equations for converting the load (Hz) to the peripheral speed were as follows: 1nw ‘XGOuc Gumbu' 1am: RHM=Ludek)x cruomhtlxn zrflth '=RHM1 ‘nfi hem lanai IHr The rolling radius of each.wheel was used.to compute the circumference. 5. Fuel flow measurement: The conversion factor provided by the suppliers of PDP1 was 119.87 pulses per cc of fuel flow. LMr-lhaflfldx 16 Rx x HSSUmbu CHAPTER 5 EXPERIMENTAL PROCEDURE 5.1 Verification of Instruments This research was carried out jointly with Wan Ismail (1991) who was working on a machinery selection simulation model. Prior to the collection.of data in the field, preliminary data collection was conducted to verify the accuracy of the instrumentation and the transducers. 5.1.1 Verification of the Engine Speed The engine speed was verified using a photo-tachometer, the DjTMPII and the tractor’s tachometer. The engine was operated at various speeds and measurement by the photo-tachometer carried out at the cooling system sheave off the crankshaft. The data from the two measuring devices were compared for accuracy. The data measured by the DjTMPII was found to be accurate and satisfactory within 3 per cent. 5.1.2 Verification of Wheel Speeds Verification of the wheel speeds was performed by first elevating the tractor off the ground. The tractor was operated at several speeds and the wheel revolutions for the rear and front wheels counted. A count of 10 revolutions of the rear and 15 of the front wheel were noted and the time taken measured. Meanwhile the DAS was receiving and recording the 46 47 data generated by the magnetic pick-up transducers. A comparison of the wheel speeds using the two methods of wheel speed measurement verified that the transducers were performing with an accuracy of 2 per cent. 5.1.3 Verification of the Ground Speed The ground speed.was verified.by measuring the actual distance covered on a concrete surface at various speed settings . The time taken was recorded and the speed computed. Simultaneous ground speed data was recorded by the DAS for comparison with the manual measurements. The transducer ground speed measurement was compared with the manual measurement. The transducer data was accurate within 1 per cent of the manual data. 5.1.4 Verification of the Fuel Flow Measurement The fuel flow meter was tested for accuracy as discussed in section 4.9.7.2 of chapter four. The test showed that the fuel flow meter had a discrepancy of 12.96 per cent as compared with the manual measurement. This factor was used to correct the fuel flow measurements. The variation could have been due to the difference between the liquid used for the initial calibration of the meter and the fuel used.by the tractor. The specification of the liquid used was: Liquid spec: SAE 967d Visc. (100E): 2.5-3.5 Sp. Gr.: 0.820-0.830 48 5.2 Test Sites and Description of Experiments The experiments were conducted on two sites between the months of May and September 1990. The selection 6f the first site which consisted of three farmers’ fields was done in collaboration. with the local district conservationist in Clinton.County, Michigan. Efforts were made to obtain two soil types, course and fine texture. The three fields used were located near St. Johns. The second experimental site was on the MSU farm located south of the campus at the northwest corner of College and Jolly roads. The experiments performed on each field are described in this section. Altogether, 210 field runs were conducted; 148 at St. Johns and 62 at MSU. The summary statistics for some of the files have been reproduced in Appendix F. The characteristics and other information of the soils are provided in Appendix D. 5.2.1 Field 1 Field 1 was located at the southeast corner of Price and Chandler roads about 8 kilometers southeast of St. Johns. The field had alfalfa and rye grass for a continuous three year period. The soil type was predominantly Capac loam (CaA 0-4 per cent slope). The remnant of the preceding sod stubble was sprayed with Roundup beforehand as a weed control measure. The field tests on this site were conducted on May 29, 1990. 49 Six tests were done with a modified six row conventional row crop planter to achieve no-till planting which was done at three speeds: 4.8, 6.4 and 8 Km/h replicated twice. 5.2.2 Field 2 Field.2 had two sections, one on either side of Townsend road, about 8 kilometers north of field 1. The field on the northern side of the road was designated as 2a. The soil type was Granby loamy sand (Gr) and was relatively flat. It was not cultivated the preceding year and.had.grass stubble. A section of the field was moldboard plowed before the tests. Five experiments were replicated twice and were conducted on this field as shown in Table 5.1. The field on the south side of Townsend road was designated as field 2b. The soil was predominantly Palms muck (Pa, 0-2 per cent slope). The soil had high organic matter content and was dark in color. Six experiments, replicated twice, were performed on this field as shown in Table 5.2. 5.2.3 Field 3 Field 3 was located between the first two at the southeast corner of Taft and Watson roads about one kilometer from Chandler road. The field had two soil types: Owosso-Marlette sandy loam (2-6 per cent slope) and Metamora-Capac sandy loam (0-4 per cent slope) separated in the middle by a grass drainage waterway grown with grass. 50 Table 5.1 Experiments Performed on Field 2a near St Johns. Width-m Tillage Preceding Implement (Rows)-# System Implements Disk harrow 3.9 Conventional Moldboard plow Disk harrow 3.0 Conventional Moldboard plow Grain drill 1.8(10) Conventional Moldboard plow Disk harrow Grain drill 3.0(18) Conventional Moldboard plow Disk harrow Grain drill 1.8(10) No-Till None Table 5.2 Experiments Performed on Field 2b near St Johns. Width-m Tillage Preceding Implement (Rows)- # System Implements Disk harrow 3.9 Conventional Moldboard plow Disk harrow 3.0 Conventional Moldboard plow Row crop Moldboard plow planter 3.8(6) Conventional Disk harrow Grain drill 1.8(10) Conventional Moldboard plow Disk harrow Row crop planter 3.8(6) No-Till None Grain drill 3.0(18) No-Till None The tests in this field were done after the harvesting of winter wheat. The parts of the field that had a significant gradient were avoided to minimize the effects of slope on draft. The field.had been used for no-till crop production for eight years continuously. The crop preceding wheat was soybeans that followed corn grown the year before. A section of the harvested wheat crop had been planted by aerial 51 seeding. The field tests were done on 13, 15 and 16 August, 1990. Six conventional and conservation tillage experiments were conducted in each soil type as shown in Table 5.3 below. The tests were replicated two times at the same speed. 5.2.4 MSU Field The MSU field tests were performed on 28 and 29 August and 1st eumi 4 September 1990 after the July ‘wheat. harvest. The experiments were restricted to the flat sections of the field. The field.had predominantly Capac loam soil with a slope of 0- 4 per cent. Ten experiments were performed for the conventional and conservation tillage systems as shown in Tables 5.4 and 5.5. Each experiment was replicated twice. No- till tillage experiments were performed.with.the no-till grain drills. Table 5.3 Experiments Performed on Field 3 near St Johns. Width-m Tillage Preceding Implement Tools/Rows-# System Implements Moldboard plow 2.4(6) Conventional None Chisel plow 2.5(7) Conservation None Disk harrow 3.2 Conventional Moldboard plow Disk harrow 3.2 Conservation Chisel plow Grain drill 1.8(10) Conventional Moldboard plow Disk harrow Grain drill 1.8(10) Conservation Chisel plow Disk harrow 52 Table 5.4 Conservation Tillage Experiments Performed at MSU. Width-m Preceding Implement Tools/Rows-# Implements Chisel plow 2.2(8) None Disk harrow 4.3 Chisel plow Field cultivator 4.3(25) Chisel plow Grain drill 2.8(21) Field cultivator Grain drill 3.6(21) Chisel plow Disk harrow Table 5.5 Conventional Tillage Experiments Performed at MSU. Implement Width-m Preceding Tools/Rows-# Implement Moldboard plow 1.2(3) None Disk harrow 4.3 Moldboard plow Field cultivator 4.3(25) Moldboard plow Grain drill 2.8(15) Moldboard plow Disk harrow Grain drill 3.6(21) Moldboard plow lField cultivator Disk harrow 5.3 Data Collection Procedure 5.3.1 Soils Data In each of the fields, soil moisture and soil strength data were collected before the implements were tested. At least ten soil samples each with three depth levels were obtained for each field. The sampling points were randomly selected over the whole field. The sampling depths were at the surface, 10 cm and 20 cm into the ground. The soil auger used (Fig. 5.1) 53 Figure 5.1 Soil auger and soil sample can. 54 was suitable for obtaining the three soil levels in one penetration. The soil samples were oven dried at 105 degrees Celsius for twenty-four hours and the moisture content (dry basis) determined. The soil shear strength measurement was done with a manual proving ring cone penetrometer (Fig 5.2). This is a suitable tool for rapid determination of the penetration resistance of soils. The cone point had a base area of 6.34 cmz. About ten readings were obtained randomly across the field at each test site. These readings were used to obtain the cone index values from the calibration chart provided by the manufacturer of the instrument. 5.3.2 Field Experimental Methodology The experiments performed near St. Johns were conducted.as the farmers did their regular land preparation and planting. All the experiments were, however, done with the instrumented tractor driven by the research personnel. The implements used were not in any way tampered with to suit the research. Instead, the farmers carried out all the required adjustments to suit their seedbed and planting requirements. The initial calibration of the data acquisition system was done in the laboratory and preliminary tests were conducted to verify the accuracy of each of the transducers. The preliminary experimental tests were conducted in the summer and fall of 1989. During the field tests, the field runs were conducted on the longest and flattest side of the 55 Figure 5.2 Manual proving ring cone penetrometer. 56 field. This enabled either 500 or 1000 data sets to be collected. The rate of data sampling was 20 data sets per second. Each data set contained one measurement for each of the six channels. Hence for a run performed at 8 Km/h, 6000 data points were collected in 50 seconds over a distance of about 110 m. When the field length was limiting, the tractor was stopped at the end of the field before full data was collected. This was the case particularly at the higher range of ground speeds (above 9.6 Km/h). However, in all cases at least 500 data sets were obtained. The preparation for-data collection in the field included adjustment of all signal conditioners to an initial zero. This was done with all transducers at no load, tractor engine off, and the implement disconnected from the drawbar. The A113 program was initiated for data acquisition by entering the number of data sets to be collected and the rate of collection. The program was then ready to receive data. Before engaging the implement, the engine speed was set at 2100 rpm and the appropriate transmission gear selected. The tractor was engaged to work. The ground speed and the draft force were allowed to stabilize before the DAS was started. When the steady state condition was achieved, data collection was started by striking the "Return" key on the computer keyboard. Meanwhile the accessory battery was disconnected from the charging circuit to isolate it from the tractor’s electrical system to avoid current flow through the strain gages to ground. 57 When the DAS completed taking the required data sets (or at the end of the field), the tractor was stopped while the data were transferred from the RAM to a file on floppy disk for storage. Checking of the data for the first few runs of the day prior to transfer from RAM was done on the computer monitor to ensure that all the transducers were functioning as expected. During the data dumping process, the tractor engine was left running and the recharging circuit for the accessory battery was switched on. The process of data transfer took about five minutes (compared with between 25 and 50 seconds required to collect it). CHAPTER 6 RESULTS AND DISCUSSION 6.1 Field Conditions The weather during the period of the experiments was ideal. There were no extreme cold or hot conditions that would have affected the performance of the transducers or the DAS. Dusty conditions were also limited. The tractor cab was sealed well with plastic sheets to keep the dust out. The field at MSU and field 3 near St. Jahns had some straw on the surface. The straw did not inhibit the performance of the tractor or the implements. 6.2 Equipment and Instrumentation Performance The experiments were performed with implements that were available from.farmers.near'St. Johns and with.implements that were available from.the MSU farms. None of the implements were specially designed.or adapted for test purposes. In.all of the operations, the experiments were conducted as part of the farmers’ field work as they prepared the seedbeds and later planted. In all cases, the testing operations were performed with the instrumented tractor. The success of the experiments was dependent on the accuracy of the transducers and the reliability of the DAS. The ground speed, front and rear wheel speeds and the engine speed were verified in the field to assess the consistency of 58 59 the calibration equations. In all cases it was established that the system was working accurately. The data were sampled by copying from the computer monitor for checking the accuracy and performance of the transducers and the DAS. After each day’s experiments a block of twenty data sets from each experiment was read from the computer monitor. Subsequent preliminary analysis provided an indication of how the system was running. In each case the system was found to be performing satisfactorily. After the first phase of the experiments, all of the data were retrieved into an IBM compatible computer system for further preliminary analysis. This was necessary to establish if there was need for repeating any of the tests before proceeding to the next phase. None of the tests was repeated. 6.3 Data Retrieval In order to facilitate data processing and analysis, transferring the data to an IBM compatible computer system was desirable. This process was done by using two programs, one for each of the computer systems. The Apple IIe used an ASCII Express program that communicated with a Modern 7 PC IBM compatible communications package. This process was possible because the data were stored in ASCII form. The physical connection.between the two computers was done with.a crossover cable-R8232 that was connected through the serial ports of the two computers. The detailed data transfer procedure is available in Appendix E. 60 The initial processing of the data.was performed.with the Lotus 123 program. All data were then converted to the respective values using the regression equations and the conversion factors for each transducer. Basic statistics of each data file were computed and summarized as in Appendix F. These statistics consisted of the maximum value, minimum value, average and standard deviation for each variable. Appendix G lists a complete printout of one typical raw data file. The list includes all of the 500 data sets consisting of 3,000 data points for the 6 transducers. The units of the data are in millivolts (mV). The first column shows the time intervals as the DAS sampled the data at the rate of 20 data sets per second. 6.4 Parameter Calculations The average value of each transducer output was used to compute the various parameters used for the experimental analysis. Details of the calculations performed for each tillage system are provided here. Table 6.1 provides a summary of the mean values of the soils data (cone index and moisture content) for each of the fields. The mean engine speed, mean wheel slip and the mean effective field capacity for each of the implements used in the tillage systems are also shown in the table according to the soils worked on. The mean fuel and energy consumption values (derived from the primary data) are summarized here too. 61 0300 mo honesz c 00 00 0.0 0.0 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 0000 0000 00000 00000 v0 00 0.0 0.0 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 0000 0000 00000 00000 00 00 0.0 0.00 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 0000 000 0000000 :00 0000102 00 00 0.0 0.0 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 000 0000 00000 00000 00:0 00 00 0.0 0.00 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 000 300000 0000 .>000 00000 00 00 0.0 0.0 0.0 00.0 0.0 0.0 0 0.0 0000 0.00 0000 0000 00000 00000 0000102 00 00 0.00 0.0 0.0 00.0 0.00 0.0 00 0.0 0000 0.00 000 0000 00000 00000 00 00 0.0 0.0 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 000 0000 00000 00000 0000 00 00 0.0 0.00 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 000 300000 0000 00000 3009 p0eon00o: .>coo 0n000o 00 0 0.0 0.0 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 000 0000 00000 00000 0000102 00 0 0.0 0.0 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 0000 00000 00000 00 0 0.0 0.00 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 000 300000 0000 00 0 0.00 0.00 0.00 00.0 0.0 0.0 00 0.0 0000 0.00 0000 3000 000000 .000000 00 0 0.0 0.0 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 00000 00000 00 00 0.0 0.00 0.0 00.0 0.0 0.0 0 0.0 0000 0.00 000 300000 0000 00000 00 0 0.00 0.00 0.00 00.0 0.0 0.0 00 0.0 0000 0.00 0000 3000 00000000: .>000 00000002 1 0 0.0 0.0 0.0 00.0 0.0 0.0 1 0.0 0000 0.00 000 0000 00000 00000 0000006 30000: x000 00 0 0.00 0.00 0.00 00.0 0.00 0.0 00 0.0 0000 0.00 0000 3000 000000 .000000 EMOH 1 0 0.0 0.0 0.0 00.0 0.0 0.0 1 0.0 0000 0.00 000 0000 00000 00000 00000 00 0 00 0 00.0 0.0 0.0 00 0.0 0000 1 0000 300000 0000 0000000: 00 0 0.00 0.00 0.00 00.0 0.00 0.0 00 0.0 0000 0.00 0000 3000 00000000: .>0oo 1000030 00 0 0.00 0.00 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 000 000 0000000 :00 0000 0000 00000 00000 00 00: 0.0 0.0 0.0 00.0 0.0 0.0 0 0.0 0000 0.00 0000 0000 00000 00000 0000102 00000000 00000020 00 00: 0.0 0.00 0.00 00.0 0.0 0.0 00 0.0 0000 0.00 0000 300000 0000 00 00: 0.0 0.0 0.0 00.0 0.0 0.0 0 0.0 0000 0.00 0000 0000 00000 00000 00 00: 0.0 0.00 0.0 00.0 0.0 0.0 0 0.0 0000 0.00 0000 0000 00000 00000 00 00: 0.0 0.00 0.00 00.0 0.0 0.0 00 0.0 0000 0.00 0000 300000 0000 00 00: 0.00 0.00 0.00 00.0 0.00 0.0 00 0.0 0000 0.00 0000 3000 000000 00 00: 0.0 0.00 0.0 00.0 0.0 0.0 00 0.0 0000 0.00 0000 0000>00000 00000 .000000 00 00: 0.0 0.0 0.0 00.0 0.0 0.0 0 0.0 0000 0.00 0000 0000 00000 00000 00 00: 0.0 0.00 0.0 00.0 0.0 0.0 0 0.0 0000 0.00 0000.0000 00000 00000 00 00: 0.00 0.00 0.00 00.0 0.0 0.0 00 0.0 0000 0.00 0000 300000 0000 1 00: 1 1 1 1 0.00 0.0 00 0.0 0000 0.00 0000 3000 00000000: 0000 00 00: 0.0 0.00 0.00 00.0 0.0 0.0 00 0.0 0000 0.00 0000 0000>00000 00000 .>0oo 00000 0 0000 00\0zx 30 20 0zx\0 00\0 0\00 o 0\00 000 o 000 000000000 000000 0009 00 00000 000000 00300 00000 00000000000 0000 000 0000 00000 00000 .o.z x0000 0000000 0000 M0008 HQEH u6n3m .00 MONA; 00:00 .00 . OCH H 00m OCOO .0000 0000009 on» no 00eeeam 0.0 00909 62 The chisel plow registered the highest wheel slip (27 per cent) in Owosso-Marlette sandy loam soil when.operating at 6.6 Km/h and demanded the highest mean drawbar power (35.1 kW). The grain drill recorded the lowest wheel slip in Capac loam soil (2 per cent). The field cultivator, operating in Capac loam soil, had the highest tractive efficiency of 74 per cent. The moldboard plow fuel consumption in Capac loam soil was rather high at 21.2 L/ha. This could have been caused by the dry field condition as the mean moisture content was 12.3 per cent. The computations of the parameters summarized in Table 6.1 are described as follows: (i) The effective field capacity (EFC) for each implement was calculated using the optimum field efficiency as provided by the ASAE D497, Standards (1990), the implement width (W) and the operational speed (S). Table 6.2 shows the values of field efficiency used for the computation of EFC. EFC .. 3 (1011/1110: W") x 517. (den) Table 6.2 Implement Field Efficiency Field Efficiency Implement (per cent) Moldboard plow 80 Chisel plow 85 Field cultivator 85 Disk harrow (Tandem) 85 Row crop planter (No-till) 65 Grain drill 7O 63 (ii) The implement energy requirement (kWh/ha) was calculated using the drawbar power and the EEC as shown here: Implement energy, kWh/ha: infi==HVx 1 ha ETC (iii) The fuel consumption was computed using two methods based on the EFC, the measured fuel consumption per hour and the drawbar power, thus: Liters per hectare. L/ha: ‘— 1 ENC 2‘15 1: ha §pecific fuel consumption, L/kWh: L ha kWfi kWfi 1.1:. ha (iv) Calculation of the tractive efficiency (TE) for each implement and field condition was performed using the cone index (CI) values, the wheel slip, draft force and the dynamic weight on each tractor axle. The dynamic weight was computed using the draft force of the implement, the tractor’s static weight, the tractor’s hitch geometry and the height of the drawbar. 64 This calculation was done for the respective axles. The mean of the two was used as the overall TE. The calculation was done using the ASAE D497 Standards (1990) equation shown below. The tractor data used in computing the TE is provided in table 6.3. .132 +0.04 Cu m= 1- 1- ( m Qua-#390) where: s = slip (decimal) C0: Clxbxd W CI = Cone index, N/cm2 b = Unloaded tire section width, cm. coo om.P III m.h m.v N.b m.m mo.F F.m m.b HHAHU Gamnw om.w III w.v P.FP m.m— m.m Fm.o m.m m.oP Housman 30% . fivm Fm.~ fimm Tom a Nb.o III m.m —.b P.m m.m mm.o m.w w.w HHHHQ cdmuw mm.P III o.> m.m m.N— o.m Pw.o 0.0 m.m zouums xmfio mm.w m? m.w —.om m.wm v.mp mm.o m.op m.m~ Soda Hmmfinu 4% 0.2. $.m «1mm m.mm Iugdrmmuau. v5.0 III w.m m.m 0.5 v.v om.o w.m w.m Haauv camuw om.w III 0.5 m.m m.oP v.m om.— m.m v.m 3ouumn xmao vb.o m— m.m N.mm m.om F.wP mm.o m.m~ m.bp 30am UHmom\2 «Han—Ofiuflfixrfiou mmoH mono» ouuommmmummmoso fl un\mn so n\sx mn\gzx xx zx g3x\q m:\q ug\q unmsmaosH 0mm gamma cowam GofiumE:mcoo munmam coHuQEdmcoo Hmsm .mucmEmHQEH momHHfiB new mucmEmnflsvmm houmcm 6cm dosh v.0 manna 67 ~.bv om.m m.om s.vm uqu0n:ou F.6m mo.~ m.m~ s.Pv uq¢eoa om.F III o.b m.s m.PP «.m sm.o m.w m.m Hangs cacao om._ III ~.m ~._P h.m_ n.m_ nm.o m.P m.P_ zouums xmflo wm.o ml m.m III III III III m.mP m.m 30am numom\z .o.o III m.o v.h «.mP >.> Fo.o >.v s.__ Heum>.o 6Hmfim u H MCOM HGO>COU smog wmmww mm.o III m.v m.v n.~ m.~ nv.m F..P P.o Adana cfimuo "HHMBIoz n.mm m..~ m.m~ v.m~ uq¢aos om.o III >.m m.n P.o m.m mm.o o.» ~.n Haauc cacao ms.l III o.n P.h m.mp v.6 ms.o o.m m.m souumn xmao mP.P mp v.m m.m. m.~m m.¢P mm.o v.0. m.~. 30am Hmmfiso Immm«uuumwMHMMI o.mm mm.~ m.m~ m.m~ «mammmu mo.o III o.o n.m F.> o.¢ om.o m.m m.n Haaun cacao .Aosucouv v.w manna 68 ms.o e.m m.~ m.F P.F mm.m m..m m.m adage :fimuo mm.P o.m m.n v.o_ 5.6 vm.o m~.m b.m umucmao 30m a m._m om.~ m.mP m.bm mwmmwwl Pm._ n.m ~.m >.o_ v.6 m>.o v.6 v.m “magmaa 30m m~.F s.m ~.o o.» m.v mm.o m.m m.» Adana cfimuo mm.l ..m v.5 m.v_ m.o No.0 _.6 m.FF saunas xmfia 3 mm._ m.s m.v ~.n m.m mo.F _.m m.» Hanan mango o~._ m.v P.PP m.ml m.m Fm.o m.m m.op umucman 30m 3.3 ”308 v . m manna 69 was operated at 15 cm depth while the moldboard plow was working at 13 cm.depth. These results are shown in Figure 6.1. From the data on ground speed and fuel consumption, prediction equations for estimating the fuel and. energy consumption.for both.moldboard.and.chisel plows in.theeOwosso- Marlette soil type ‘were derived. using' PLOTIT' regression analysis. The prediction graphs and their equations are shown in Figures 6.2 through 6.5. Figures 6.2 and 6.3 are used to determine the fuel requirement (L/hr) for the moldboard and chisel plow respectively using the ground speed as the independent variable. The energy prediction for the same implements are shown in Figures 6.4 and 6.5. The energy consumption (kWh/ha) is correlated against tflma fuel consumption (L/ha). The coefficient of correlation in the two sets of predictions ranged between 0.999 and 0.989. This implies that there are other factors that affected the relationships that were not taken into account and.hence the variation.of the coefficient. For instance the soil moisture content, the soil shear strength and the wheel slip were variables that could have influenced.the results. The:mean.moisture content was 14.9 per cent while the mean cone index value was 1695 kPa and 1787 kPa for the moldboard and chisel plow respectively. The mean wheel slip for the moldboard plow was 15 per cent while that of the chisel plow was 27 per cent (Table 6.1). 70 55.0. Conventional tillage system ‘ 02:21 Conservation tillage system 22 No-till tillage system 40.04 32.0 4 24.0 q 1 8.0 -I 8.0 - 0.0 Total Total Primary tillage fuel implement drawbar consumption energy power (L/ha) (kWh/ha) (kw) Figure 6.1 Comparative fuel and energy consumption in Owosso-Marlette sandy loam soil. 71 24.0% Y = 2.462 ‘ X _ /’ L , Ra - 0.989 // i: 200 . ,/ ' ._J T . / 6 /’ .9 1&0- //// . *a "// g 12.01 (D C I O U 8.0-4 '5 3 LL 4.0-I 0.0 - I a , - , - 1 - 0.0 2.0 4.0 6.0 8.0 1 0.0 Ground speed, Kph Figure 6.2 Estimation of fuel consumption for moldboard plow in Owosso-Marlette sandy loam soil. 72 2°~°~ Y - 2.241 I x _ y/' 1 R2 = 0.976 / L /’ { 160-1 / _J ' ,/ ' e // .9 / n 45- 12.01 / g ‘ ',/// g an« ’ o o '6 If 40« { Q0 I I I I I mo 20 «0 no no 1&0 Ground speed. Kph Figure 6.3. ZEstimation of fuel consumption for chisel plow in Owosso-Marlette sandy loam soil. 73 o Y'= L7431=X 32.0‘ 1: = \ R’ 0.999 i I x /. ~ 24.04 / c /’ o 1.3 / o. v E 3 100‘ [D C o o 5‘. 0.0« L II) c LI.I 0.0 ' I V 1 v r ' v I v 0.0 4.0 0.0 11.0 10.0 20.0 24.0 Fuel consumption, L/ha Figure 6.4 Estimation of energy consumption for moldboard plow in Owosso-Marlette sandy loam soil. 74 200 I Y'= L868I=X o /4 i 24.0-I R’ = 0.989 / . I / .c 3: ' // x 20.0 /‘ I e // I o :: 1&0I .// o. / E m 12.0" c o 1 ° 00‘ >. 0’ l B c 40- uJ 000 V ' l' f T r T r I ' ' I ' 00 20 to so so 100 110 140 1L Figure 6.5 Estimation of energy consumption for chisel plow Fuel consumption, L/ha in Owosso-Marlette sandy loam soil. 75 6.5.2 Metamora-Capac Sandy Loam A similar trend was observed in the Metamora-Capac sandy loam soil. The conventional moldboard plow-based tillage system required about 5 per cent more implement energy per hectare (kWh/ha) and 2.2 L/ha more fuel than the chisel plow-based conservation tillage system. The results of the demand of the specific energy requirements also showed about 16 per cent more fuel per kilowatt-hour (L/kWh) for the conventional tillage system. The no-till grain drill required 12.2 L/ha less fuel than the conservation tillage system for the planting operation only. Fuel and energy used for the weed control was not accounted for. The power demand showed that the chisel plow demanded 0.9 kW more than the moldboard plow operating at the same depths as in the Owosso-Marlette sandy loam soil. These comparative results are shown in Figure 6.6. Figure 6.7 represents the regression analysis of the fuel consumption for the chisel plow-based tillage system based on the ground speed as the independent variable. The coefficient of correlation. was 0.990. The regression. of the energy consumption for the moldboard plow is shown.in Figure 6.8 with a coefficient of correlation value of 0.985. The mean moisture content for the soil was 14.5 per cent while the mean one index was 1666 kPa and 1839 kPa for the conventional and conservation tillage system respectively (Table 6.1). Figure 6.9 shows the prediction for the fuel consumption for the 18 row no-till grain drill using the ground speed as the 76 4&0 Conventional tillage system 4 cm Conservation tillage system 40.0- m No—till tillage system 320‘ 240~ 1 100- 8.0d 0.0 Total Total Primary tillage fuel implement drawbar consumption energy power (L/ha) (kWh/ha) (kw) Figure 6.6 Comparative fuel and energy consumption in Metamora-Capac sandy loam soil. Fuel consumption. L/hr Figure 6.7 77 mo Y'= LQQZS'X - _ /‘ R’-0390 // . ' // 120< ' // /’ /’ 1 / II _ /’ 5.0‘ a/ 40- 00 - . - , i .f 00 10 «0 00 00 Ground speed, Kph Estimation of fuel consumption for chisel plow in Metamora-Capac sandy loam soil. 78 20.0 o Y = 1.76:5 I x ' j 1 < R’ = 0.985 - / / .C 16.0-I 3 . / x I / . ' E .9 120~ .0.) Q. E I I3 : 801 O U >\ E’ 40« I) C LL] I 000 j I V T ' I v I ' I ' I V 0.0 2.0 4.0 6.0 8.0 10.0 1 2.0 14.0 Fuel consumption, L/ha Figure 6.8 Estimation of energy consumption for chisel plow in Metamora-Capac sandy loam soil. 79 m0 1'= L27BIIX /{ _ R’ = 0.992 . . // i 8.0? / I _I z’ . / c ' ,/ :2 60~ // o. /’ E // 3 8 40~ o o 73 [L 20« 00 . I - I - , - 00 10 «0 mo 00 Ground speed, Kph Figure 6.9 Estimation of fuel consumption for the 18 row no- till grain drill in Metamora-Capac sandy loam soil. 80 m0 Y = 1.067 I X _ R3 = 0.974 .C 0.0-I /’ ) //- _ S - // ' .; 50~ . // o. /’ E / 3 / [g 4.0+ o o 73’ lL 20- J 0.00.0 7 210 f 410 ' 0T0 ' 0.0 Ground speed, Kph Figure 6.10 Estimation of fuel consumption for the 10 row no- till grain drill in Metamora-Capac sandy loam soil. 81 independent variable. The value of the coefficient of correlation was 0.992 for a mean soil moisture content of 14.5 per cent and a mean cone index value of 658 kPa. Figures 6.9 and 6.10 represent the prediction of fuel consumption for an 18 row and a 10 row no-till grain drills operated in the same soil. The coefficient of correlation for the 18 row grain drill was 0.992 whereas that of the 10 row grain drill was 0.974. The variability of the coefficients of correlation for the regression analysis were due to other variables affecting the fuel and energy consumption. These variables which included the soil moisture content, soil shear strength, and tractor wheel slip were measured but not accounted for in the regression analysis. 6.5.3 Capac Loam Soil The experiments performed in the Capac loam soil did not include the draft measurement for the moldboard plow. The results showed that the conservation tillage system demanded about 56 per cent more implement energy than the conventional tillage system without the moldboard plow. Similarly the fuel requirement for the conservation tillage was 1.9 L/ha more than that of the conventional tillage system. The specific fuel consumption showed 0.25 L/kWh more was demanded by the conservation tillage system as compared to the conventional tillage system. These results are shown in Table 6.4 referred to earlier. 82 Table 6.5 was extracted form Table 6.4 and it provides a summary of the specific fuel and energy requirements for the three soil types. In two of the soils (Owosso-Marlette and Metamora-Capac sandy loam) the conventional tillage system resulted with higher values of the fuel and energy requirement than the conservation tillage system. The Capac loam soil showed contradicting results due to lack of draft force data. 6.6 Discussion The results obtained from.the data.collected show'consistently that the fuel and energy requirements for the conventional tillage system were higher than those of the conservation tillage systems. These observations are in agreement with what was documented in the literature cited. In the experiments performed by Zwilling and Hummel (1988) , the conclusions drawn were that the conventional tillage system requirements ranged from 25.8 to 45.7 L/ha as compared to minimum tillage requirement that was between 17.2 and 25.3 L/ha. On average the no-till tillage system used for the experiments provided a saving of 23.7 L/ha in comparison with conventional tillage system. Conservation tillage system also provided a saving of 4.7 L/ha as compared to the conventional tillage system. Vaughan (1977) documented similar savings. In his experiments on tillage systems he obtained savings of 13 L/ha for the reduced tillage and 38 L/ha for the no-till tillage system. Table 6.5 Specific Fuel and Energy Requirements. Soil Type Marlette Capac Capac Tillage System (kWh/ha) Conventional 48.0 35.6 26.1 Conservation 34.1 33.7 47.2 No-Till: Row planter 11.1 --- 4. Grain drill 4.6 4.9 7.8 (L/ha) Conventional 28.4 25.5 30.8 Conservation 23.7 23.3 28.9 No-Till: Row planter 8.8 --- 8.8 Grain drill 5.1 11.1 .1 (L/kWh) Conventional 2.84 2.55 2.05 Conservation 2.31 2.19 2.30 No-Till: Row planter 0.81 --- 0.81 Grain drill 1.09 2.47 1.09 84 The implement combinations determine the amount of energy used for tillage. In the summary of energy and fuel use data shown in Table 6.4, only one disk harrow operation was taken into account. If the farmer chose to perform several disk harrow operations, it is expected that the energy used for the subsequent disking would not differ significantly from that used in the first disking. In both conventional and conservation tillage systems, the first.disk.harrow'operations required about the same amount of fuel in Owosso-Marlette and Metamora-Capac soils as shown in Table 6.4 CHAPTER 7 CONCLUSIONS The field experiments performed on three tillage systems in three soil types were analyzed and the results showed that the following conclusions could be made with regard to the fuel and energy consumption: 1. The fuel consumption measurements done with the PDP1 fuel flow meter and the draft force measured with the drawbar instrumentation can be used to predict the energy requirement of implements for various ground speeds. 2. The fuel and energy requirement per hectare basis for the moldboard plow-based tillage system was found to be consistently higher than for the chisel plow-based tillage system. This implies that moldboard plow-based tillage system would require a higher energy level input than the chisel plow-based tillage system. 3. The drawbar power requirement for the chisel plow was higher than that of the moldboard plow in Owosso-Marlette and Metamora-Capac soils for the same width.of implement. This was for a depth of 13 cm for the moldboard plow and 15 cm for the chisle plow. 85 86 4. The specific energy requirement (kWh/ha) for the conventional tillage system was higher than that of the conservation tillage system. 5. The chisel plow'has a higher effective field capacity (EFC) than the moldboard plow. Hence, though the chisel plow would require a larger tractor to operate than the moldboard plow, the rate of work.would.be higher and the overall energy demand to operate it would be less. CHAPTER 8 RECOMMENDATIONS FOR FURTHER RESEARCH During the course of the experiments, some observations that would improve future research in this area were made. The following are some useful recommendations to be noted in conducting similar experiments: 1. There is need to establish the fuel equivalent value for the chemical energy used in the weed control for the tillage systems. This would enable a comprehensive comparison of the total fuel and energy use to be made. 2. Measurement of the left hand wheel speeds was not done. This could be computed by using the known speed of the right hand wheels. The gear ratio of the transmission, differential and the final drive would provide the required relationship given that the differential speed is the mean of the final drive speeds. The overall wheel slip for the respective axles in front wheel assist mode would then be the mean of the right and left hand wheel slip. 3. The depth of tillage was not used as a variable in the experiments. Varying this factor would enable comparison of the tillage systems to be made at various ground speeds and depths. 87 88 APPENDICES 89 APPENDIX A 90 APPENDIX A TRACTOR SPECIFICATIONS Item Specification Make and model Ford 7610 Power rating 65 kW (PTO) Engine Rated engine speed High idle speed Transmission Rear tires Front tires Static weight Wheel base Cylinders : 6 Displacement: 4393 cc 2100 rpm 2600 rpm Ranges: 2 Gears : 8 18.4 x 34 13.6 x 24 44200 N 2.25 m 91 APPENDIX B 92 IMPLEMENT SPECIFICATIONS A total of six implement types were used for the experiments. These consisted of two moldboard plows, two chisel plows, one field cultivator, four disk harrows, one row crop planter and six grain drills. The specifications for each of these is provided here. 93 2302 08.. 603802 F m w.m och 0000a anon no.8 30m coanmso mxmflp CHMHQ m .Empcmfi_ am: I m.v cyan mumma anon 3ouums xmfln mxmflp aflmHQ m .EmUGMB m I N.m mama oz zouums xmfla am meflU CHMHQ m .Empame row I o.m mummo snow 3ouumn meQ am 868 :83 m .8603 .3 I m.m 305.08 9.32 3803 x36 naum>fluaso 033 so m; 300% mm: mm m4. com 08:08 303 pamemflsqm 0.06%.. so 3. mafia mm: m ~1m sums BE: 330 335 0.08... 8 mm mmcfl. m e m.m 42mm 330 9035 mEOuuon Ea ow Cabanas madpm om: m N.P omv HmcoflumcumucH .30HQ pumonoaoz I 9:833 so 3 083 :5 m m Tm 83% com 00:02 303 6080.302 J m pamEEOU momma wBOm E 303 308. 5on 382 cam 982 0.5835 m0 * mZOHBe HHAHU aflmuw oaflommm zou so n.>_ sz Fm m.m mumma anon HHHHU Gamma oaflommm 300 E0 m.>— 2m we o.m bop umafium> HHAHU Gamma M .9m ummmmam oaflomam 300 So om .MN or m.F medummm owe HHHHG aflmnw Aptucoov m xflccmmm< 95 APPENDIX C 96 SPECIFICATIONS AND CALIBRATION OF TRANSDUCERS The specifications of the transducers used for obtaining the signals from the six data sources are provided here. The trade names and the sources from which they were obtained are also provided. The six transducers included the following: Radar ground speed sensor Engine RPM sensor Front wheel speed sensor Rear wheel speed sensor Draft force strain gages Fuel flow meter sensor ONUTAUJNA I 97 APPENDIX C SPECIFICATIONS AND CALIBRATION OF TRANSDUCERS Appendix C.1: Radar ground speed sensor Sensor Origin: Dickey john Corporation. Velocity range: 0 to 80 Km/h Accuracy (Typical): i1% at 35 degrees mounting angle. Recommended mounting angle: Beam center to plane of earth. should be 35 degrees :2 degrees. Supply Voltage: Unregulated battery voltage, 11 to 18 VDC. Supply Current: 300 mA. Output Signal: Output frequency 100 Hz/m/sec (44.7 Hz/mph). Output voltage amplitude maximum low level 6 volts, minimum.high level 7 volts. Calibration procedure: 1. Determine the maximum ground speed of operation: 12.8“; lmx 1hr xloomx sac . 355.56Hz hr Rh 3finmc m Connect the transducer to the signal conditioner and the frequency generator. Select the ground speed channel on the signal conditioner. Select the calibration mode on the signal conditioner. Boot the computer and run AI13 software for calibration. . Determine the gain code for the transducer depending on the signal conditioner output in mV. Generate at least ten frequencies with the frequency generator within the above maximum level of 355.56 Hz. For each frequency, compute the accurate reading from the signal conditioner and log the reading into the computer. After logging ten or more frequency readings, run the calibration program for the calculation of the regression formula. Calibration response equation: Hz = mV x 0.098 + 2.278 98 Appendix C.2: Engine RPM sensor Sensor Origin: Dickey john Corporation. Specifications: 30 to 4000 Hz. 3 VP“? 4 pulses per engine revolution. Calibrationgprocedure: 1. Determine maximum rotational engine speed: Zunrnwx_1:'35nw um: 60 an 2. Determine frequency at maximum engine speed: 2ND“V"";;‘umb‘;glnm‘.Iymm2 1mm lamnw aka: 3. Connect the transducer to the signal conditioner and the frequency generator. 4. Select the engine speed channel on the signal conditioner. 5. Select the calibration mode on the signal conditioner. 6. Boot the computer and run A113 software for calibration. 7. Determine the gain code for the transducer depending on the signal conditioner output in mV. 8. Generate at least ten frequencies with the frequency generator within the above maximum level of 140.00 Hz. preferably in steps of 10 or 20 Hz. 9. For each frequency, compute the accurate reading from the signal conditioner and log it into the computer. 10.After logging ten or more frequency readings, run the calibration program for the calculation of the regression“ formula. Calibration response equation: Hz = mV x 0.089 + 1.694 99 Appendix C.3: Front and rear wheel rotational speed. Sensor Origin: Wabash Inc. Type and Model: Magnetic pick up (cylindrical pole piece 60-0198"G", 2.5 inches reach). Specification: 14 V p-p at 30 inches per second. 0.050" air gap. Calibration procedure: 1. Establish desired resolution: 12.8 km/hr. 2. Determine the front and rear wheel rolling radii: -front wheel rolling radius, R.f = 0.55 m. -rear wheel rolling radius, RT== 0.70 m. 3.Gear/sprocket size: -front wheel sprocket = 60 teeth ~rear wheel sprocket = 80 teeth 4. Determine wheel rotational circumference: -front wheel circumference, Cf== 2 * 0.55 m * a = 3.46 m / rev. -rear wheel circumference, Cr = 2 * 0.70 m * a = 4.39 m / rev. Velocity, V C * N ( N = wheel speed) Wheel rotational speed, N V/C 12.8Km x 111D»: 1hr 1m N w IKIII 1‘ 3600s» ’ can) N, = 1.028 rev/sec. N; = 0.809 rev/sec. Frequency output, F} = No. of teeth * N, / 60 = 60 * 1.028 rev/sec = 61.68 Hz. E} = 80 * 0.809 rev/sec = 64. 72 Hz. . Connect the transducer to the signal conditioner and the frequency generator. . For each of the wheels select the signal conditioner channel. Select the calibration mode on the signal conditioner. Boot the computer and run AI13 software for calibration. Determine the gain code for the transducer depending on the signal conditioner output in mV. 10.Generate at least ten frequencies with the frequency generator within the above maximum level. 11.For each frequency, compute the accurate reading from the signal conditioner and log it into the computer. 12.After logging ten or more frequency readings, run the calibration program for the calculation of the regression formula. \00)\) ON U'l 100 Calibration response equations: Front wheel: Hz = mV x 0.090 + 1 110 Rear wheel: HZ = mV x 0.083 + 2.757 Appendix C.4: Draft force. Sensor Origin: Micromeasurements Inc. Specifications: Four arm 350 ohm full bridge assembly, bonded onto the sides of the drawbar. Calibration procedure: Calibration of the drawbar was done using the following equipment: . -Instron Testing Machine for the loading. -Oscilloscope for reading the voltage -Signal conditioner -DAS 1. Ensure that the load selector is in neutral. 2. Ensure that the speed selector is set to a minimum. 3. Select the desired loading range (50 kN) 4. Turn on the power and allow to warm.up for 5 to 10 minutes. 5. Turn the speed selector to LOW loading speed. 6. Connect the drawbar to the Instron Testing Machine. 7. Connect the strain gages cables to both the signal conditioner. 8. Prepare the computer for the calibration. 9. Load the drawbar by using the loading switch. 10.Read the load during the loading and relaxing of the drawbar. 11.Enter the readings in the computer for the calculation of the regression equation. Calibration response equation: N = (mV x 24000.664/1000) - 12.587 Appendix C.5:Fuel flow meter Sensor Origin: Emco Engineering Measurements Company. Make and Model: Piston Flowmeter, PDP1 Meter Type: Positive Displacement. Size: 1/8" NPTF Piston Operating Ranges: Flow rate: Max Pressure: Max Temperature: Max Pressure drop: Nominal k-factor: Filtration: Calibration procedure: N _I o o 101 1—1,200 cc/min Standard: 1000 psig Optional: 3000 psig 500 deg F 20 psid 111 pulses/cc 420,181 pulses/gallon 10 micron. Determine the maximum fuel consumption expected. Switch "Run/Cal" to "Run" and set "Range" to handle maximum frequency on the signal conditioner. “>00 no Connect the pulse calibrator to rear DIN socket. Adjust "Fine" to display analog voltage equivalent to the calibrator setting. e.g 1v for 1 Khz. 5. Adjust "Tape" in a clockwise direction to obtain a larger voltage on LED display. Switch display to 19.99v range if necessary. 6. Switch "Run/Cal" to "Cal" momentarily and note voltage. Appendix C.6: Strain Gage amplifier Origin: Specifications: Input Configuration: Input Impedance: Input Mode: Input Range: Maximum Input: CMR: Noise: Drift: Bandwidth: Gain: Output (voltage): Output Impedance (voltage): Output (current): Ouput Impedance (current): Data Capture Technology Inc. High Gain Differential 1 Megaohm Differential Resistive bridge in 1,2 or 4 arm connectionuwith.internal.bridge completion. Up to 500 mV 30 v DC 90 dB (DC to 60 Hz) Less than 5 microvolts r.m.s. at max gain. Less than 2 microvolts/C at max. gain. DC - 10 KHz. 20 - 5000 in switched steps with interpole control. Up to :2 V DC 0.5 Ohms :10 mA into 250 Ohms 120 Ohms Appendix C.7: AI13 Analog to Digital Converter. Origin: Analog Specifications: Interactive Structures Inc. Input Full Scale Ranges 102 Available (millivolts): Gain Code Size of Range Amplification Used 0 0 to 5000 None 1 0 to 1000 5 to 1 2 0 to 500 10 to 1 3 0 to 100 5 to 1 and 10 to 1 Extended to negative values as: 4 -5000 to +5000 5 -1000 to +1000 6 -500 to +500 7 -100 to +100 Input Impedance: Crosstalk from unselected channel: Conversion Specifications: Resolution: Coding: Overrange Processing: Deviation from the ideal step size: Deviation from the straight line: ideal Conversion Timing: Selection and sampling: Hold and conversion: Total Conversion Time: Sampling aperture: Setting Time Delays: Channel switch, 5V or 1V scales: Range switch, 5V or 1V scales: Channel switch, 0.5V or 0.1V scales: Range switch, 0.5V or 0.1V scales: Electrical Regpirements: Internal Power: External Power: External Trigger: 10 Megaohms -95dB 12 Bits, 4096 steps Binary, 0 to 4095 full scale. Values greater than max. will appear as 4095. Values less than min. will appear as 0. 0.024% max. 0.024% typical. 6 microseconds 13 microseconds 20 microseconds 125 nanoseconds None None 45 microseconds 45 microseconds Drawn from Apple Supply, 5V at 45mA, 12V at 19mA, -12V at 16mA. None required. Positive or Negative Edge TTL. 103 APPENDIX D 104 SOIL CHARACTERISTICS Five soil types were used for the experiments. These included: Capac loam Granby loamy sand Owosso-Marlette sandy loam 4. Metamora-Capac sandy loam 5. Palms muck 1 2 3 The characteristics of these soils are specified here. The details include the depth of the soil, the USDA texture classification and the suitability of the soil for cropping. 105 .mOA>Hmm aofium>ummcou HHom .4Qms "mousom THU .HO «Ev EMS :OWUOV In: no nos smoa swan 0:690 =ov-mm 32 .oafiaaouo Haw pwuflzqmu mandamuo Ho HOV EMOH wpcmm >>mmx :NMImN .EmHQOHQ same may ma oaauumz Hmaommmm .Aum Ho ZmV moo m.vao «EmoH wpmmm omamuImHOEMumz Comm >EmoH pan EmoH anamm :mNIo 402 am xazIao 00 nov awed >>mmm :ooIvm .Emanoua same may ma GOAmOHM .wpamm AAUV EnoHI>mHU :vMImN muuwaumz w oe cam EmoH apcmmIowwozo wmm AZmIOmV EmoH wpcmm >>mwm :oNImm macaw we M «EmoH >pcmmImuumHuszommoso “umIva EMOH apamm :mmIo mzo am .HMARmuME oacmouOIWm wuflHwQMum Room AASIAOV EmoH uaam :owIPv macaw wmIo Imoss.msamm 0H0 Acauammo x092 :FvIo mm am Azmv “vb—mm :O©|©N .oafiEHmm How poufism wamumumpoz .pmmomxm Atmv pawn hemoq :wNINN ppm Sup can: pcfiz an aonn adammm AZmV pamm :NNIvP .pamm NEmoH >namuw AZmV pawn xenon :epIo HO 0N .oaflmaouo Ham Uwuwsm Ham: .mmmum Ago Ho ASL Emoq :omIpm OGHQon xauawo aw Undue: a ma codmoum AAUV Egon meU :PmIm 9m: 0 Cam avIo EmoH am 00 A40 00 sz Ewan :mIo <00 can P :ofiumfiuommo Capac: 0Q>B * pmawammmHo muzuxwe «om: Haom pamam mUHBmHmM604m <1> Press <2>. This opens menu 2. Type <1> to change delay from 0 to 1. Type to make terminal chat ON. Press <1> to go to menu 1. Type and press . Type filename to be transferred. Before pressing to change the baudrate. Type and "name of incoming file". Type to turn the save option on. No change in display. The transfer procedure is ready. Initiate the process on the Apple by pressing the . The data should appear on both screens as it is being transferred. After the file is transferred save the file thus: 4.7.1 Press . 4.7.2 Type . 4.7.3 Type . 4.7.4 Press . After the file is saved repeat the process from 3.5 and 4.2 for the Apple and IBM computers respectively to transfer other files. Type to exit the program. 109 APPENDIX F 110 SAMPLE OF DATA STATISTICS SUMMARY A sample of the data statistics summary is provided here. The calculations were performed using Lotus spreadsheet program and then imported into WordPerfect. The data file coding represented: CPMSU3A: CP Chisel plow MSU = Field 3 Ground speed (Mph) A Replication 111 vwm.r bhw.w who.P mVSIF mom.o hmo.vm >00 Cum FmVIvF Smm.om mom.m onm.m mmm.m ob.mbmw womum>< mmv.N— wmm.m~ mmh.v mem.v va.v mn.vrhr ESEHCHS mvm.or www.mm mvn.m ove.m mom.w mmIMNom EdEmez mvpmzmo Pom.~ mmm.m Fmr._ munIP OCPIO mbv.vv >00 Cum mbw.m nmm.mr mo>.m mmw.w mmm.m ov.move womuw>< mvo.b 0mm._P Fom.v enm.m vwm.m mA.—vFF Edeflaflz vmv.m_ Nm—.hm mv>.m vmv.m OVSIm mVIOSmF Edeflxmz «vbmzmo mnm.o mem._ who.P mmh.F wmm.o Smm.nm >09 Cum mmh.rr mmo.NN mvm.v th.v mwaM mw.mwmr womnm>< vvv.o— vvm.bp vmm.m Nwm.m vv>.N or.hmh— ESEHCHS mFN.mfi m—mIFm moOIS nmn.o wa.v mm.vmom Edeflxmz mmDmZmU Fhm.o mNN.F mmo.F mvm.— mmo.o va.om >wo Cum mom.m me.mr bvm.m Noo.m mvo.v No.Nvap womuw>< mmv.m mwm.vF wmo.m mvn.m bom.m mm.mmbp ESEHCHZ vvm.__ mn—.mm mvv.n mnv.b ovv.v mo.mmom Essflxmz «mbmzmu :51: :sz 2:5: :35: 2:5: 265 oEmESm msmz .maoo wouom pmwam pwQO pwwmm pwmam wHHm Hash ummuo Hmmn3\m Hmmzz\m pcaouw mafioam mqmfiHm¢> Mmdzzbm mUHBmHfidfim 06 060 660.6 066.0 066.0 6mv.6 606.6 066.0m0 06060>< 066.6 660.6 066.0 600.0 660.6 666.606 6666662 066.6 660.66 600.66 060.66 060.6 060.m66 asefixmz 4060260 006.6 660.6 606.6 660.m 6NN.6 06m.06 >06 060 0F0.0_ 000.06 660.06 6m6.0r mmmum 60.6666 06000>< 06m..e 066.6 666.66 66N.m6 666.0 lgnpmmp .6656662 606.66 66..Pm 006.NN. 000.mm_ 066.66 m6.F06~ enefixmz 0060260 666.6 666.6 666.6 600.6 0mm.6 066.m0 >06 060 Fem.66 66m.rr 666.6 600.6 6mv.6 66.0m66 06000>< 600.6 666.0 mom.6 666.6 6mm.0 06.060, 6666662 666.m6 060.0N Fmsurr. 606.66 666.6 m0.0666 _essflxmz 0060260 006.6 660.6 066., 006.6 06~.6 6m6.00 >06 000 600.06 600.66 606.0 666.0 60m.0 06.N666 06060>¢ 000.m_ 0m0.06 606.0 ms6.0 600.0 m6.0666 6666662 N06.06 666.0m 006.0 606.6 mom.0 M6.mmom easflxmz. 0660260 Amo‘uaoov .m XHDmeg 113 000.0 600.0 000.0 000.0 000.6 060.00 >06 000 000.0 000.00 000.0 000.0 006.0 60.0000 00060>< 006.0 600.00 000.0 000.0 006.0 660.000 2620202 000.00 000.00. 000.0 000.0 600.0 00.6000 2620202 0606206 000.6 000.0 000.0 000.0 000.6 000.00 >06 060 000.0. 000.00 000.00 600.00 000.60 00.0060 00060>¢ 000.00 000.0 000.60 000.60 00.0 60.000 2620202 600.00 000.60 000.00 060.00 000.00 00.0000 2620x02 0606206 000.6 000.0 000.0 000.0 000.6 000.00 >06 660 000.00 000.00 000.00. 600.00 000.60 00.0060 00000>< 000.00 000.0 000.60 000.60 000.0 60.0000 0320602 600.00 000.60. 000.00 060.00 000.00 00.0000 2620002 006206 006.0 000.0 006.0 600.0 006.6 000.00 >06 000 000.00 600.00 000.0 000.0 000.0 06.0000 00000>< 000.00 000.00 000.0 000.0 000.0 00.0000 2620202 000.00 000.00. 000.60 006.00 000.0 00.000. 2620002 0060206 06.66666 0 20620000 APPENDIX G RAW DATA PRINTOUT This printout shows the raw field data in millivolts for the six channels used to collect the data. The file number printed out was CPMU7S which had 500 data sets. Each data set was saved in a separate file which.was imported to Lotus 123R3 for analysis. This printout was subsequently imported to WordPerfect 5 .1 which converted it to the present grid tabular form. The analysis of the data was done by calculating the mean and the standard deviation for each channel. The means were converted to hertz (Hz) using the calibration response equations. The individual transducer’s load conversion factor was used to obtain the value of the reading in the appropriate units (e.g L/hr for fuel flow). 116 APPENDIX G RAW DATA PRINTOUT TRANSDUCER OUTPUT (mV) Time Engine Ground R/Wheel F/Wheel Fuel (mSec) Speed Speed Speed Speed Draft Flow 0 1204 2381 498 530 622 3006 50 1201 2384 480 531 660 3009 100 1177 2355 458 492 538 3020 150 1187 2381 469 504 545 3033 200 1176 2404 461 465 526 3042 250 1178 2370 490 483 524 3036 300 1142 2369 469 519 505 3007 350 1147 2409 436 456 602 2970 400 1177 2374 441 462 601 3002 450 1221 2414 446 472 523 3037 500 1185 2395 454 485 544 3072 550 1242 2453 482 519 620 3101 600 1212 2426 489 526 579 3069 650 1201 2499 508 508 550 3051 700 1233 2480 478 532 687 3011 750 1249 2483 493 510 513 2971 800 1234 2491 489 515 513 2993 850 1239 2510 503 513 436 3021 900 1269 2525 478 510 498 3073 950 1229 2508 449 528 456 3092 1000 1250 2561 508 508 427 3083 1050 1239 2545 483 527 496 3086 1100 1240 2530 460 484 576 3014 1150 1246 2559 486 542 555 2991 1200 1260 2583 502 530 742 2966 1250 1238 2547 482 501 478 2938 1300 1322 2632 567 562 522 3020 1350 1292 2599 500 517 506 3032 1400 1257 2591 487 505 492 3056 1450 1313 2641 520 542 553 3075 1500 1281 2620 551 545 630 3057 1550 1270 2652 517 542 624 3022 1600 1266 2637 508 568 558 2983 1650 1284 2659 511 611 616 2968 1700 1233 2664 516 539 572 2938 1750 1247 2652 505 505 531 2955 1800 1272 2681 536 553 -556 2999 1850 1272 2665 498 498 551 3036 1900 1257 2662 511 583 543 3078 1950 1221 2687 512 507 742 3030 2000 1286 2686 511 558 770 3011 2050 1270 2670 496 538 737 3012 2100 1267 2685 505 530 682 2982 2150 1287 2712 512 537 752 3019 2200 1277 2686 537 511 698 3019 2250 1287 2701 510 534 656 3041 2300 1279 2693 500 495 731 3053 2350 1299 2727 543 579 810 3052 2400 1329 2750 526 556 746 3052 2450 1241 2672 474 511 816 3076 2500 1300 2763 568 584 810 3135 2550 1294 2716 549 590 624 3138 2600 1288 2700 494 548 590 3123 2650 1272 2704 506 525 694 3049 2700 1292 2704 524 551 667 3023 2750 1300 2702 521 542 606 3075 2800 1244 2693 508 513 676 3099 2850 1234 2645 486 521 588 3043 2900 1191 2606 434 480 707 2987 118 2950 1266 2648 485 524 698 2982 3000 1209 2652 478 497 629 2984 3050 1244 2645 496 510 732 3057 3100 1185 2591 423 504 775 3050 3150 1290 2650 487 513 658 3036 3200 1191 2592 438 451 551 2987 3250 1267 2649 497 529 578 3071 3300 1210 2608 444 466 550 3059 3350 1209 2641 485 492 542 3095 3400 1252 2561 490 515 547 3007 3450 1181 2581 449 502 624 2958 3500 1246 2625 467 493 576 2950 3550 1174 2590 456 464 572 2990 3600 1249 2623 462 486 459 3013 3650 1289 2672 534 569 460 3043 3700 1233 2619 498 516 452 2974 3750 1235 2620 477 524 504 2941 3800 1261 2639 522 527 598 2972 3850 1285 2671 552 575 649 3036 3900 1234 2633 509 531 686 3049 3950 1302 2648 498 526 580 3058 4000 1228 2596 504 527 537 3039 4050 1244 2609 505 503 504 3025 4100 1232 2621 525 492 546 3030 4150 1236 2615 478 504 476 3079 4200 1235 2601 474 484 564 3098 4250 1241 2612 469 505 652 3137 4300 1249 2610 460 485 593 3123 4350 1212 2600 480 496 582 3079 4400 1232 2615 468 492 529 3043 4450 1254 2639 496 510 561 3044 4500 1248 2625 470 504 425 3047 119 4550 1217 2623 487 508 482 3110 4600 1243 2608 455 515 523 3108 4650 1194 2611 491 510 583 3135 4700 1241 2626 483 531 616 3118 4750 1274 2637 497 550 575 3103 4800 1235 2608 463 514 578 3089 4850 1238 2621 467 533 614 3086 4900 1310 2654 511 527 574 3071 4950 1293 2652 480 530 574 3128 5000 1253 2645 482 519 606 3113 5050 1273 2659 497 492 582 3112 5100 1287 2665 509 529 551 3087 5150 1264 2651 481 499 552 3032 5200 1274 2654 520 510 615 3038 5250 1240 2654 461 539 586 3008 5300 1242 2651 455 515 673 2968 5350 1309 2735 490 519 518 2971 5400 1246 2698 480 516 455 2972 5450 1253 2761 494 522 611 3026 5500 1272 2763 526 538 659 3001 5550 1279 2759 519 537 583 2937 5600 1288 2770 507 556 454 2901 5650 1302 2775 517 543 450 2884 5700 1297 2784 518 534 440 2828 5750 1267 2771 503 538 446 2835 5800 1297 2817 519 547 571 2822 5850 1326 2837 528 558 644 2859 5900 1246 2780 472 547 600 2852 5950 1321 2842 536 571 661 2876 6000 1303 2837 517 544 657 2800 6050 1265 2810 515 522 704 - 2718 6100 1323 2849 540 559 705 2646 120 6150 1298 2838 516 552 608 2583 6200 1303 2839 517 581 476 2593 6250 1345 2855 522 537 497 2603 6300 1273 2835 529 553 638 2679 6350 1342 2866 561 593 678 2725 6400 1298 2840 520 536 673 2756 6450 1338 2876 549 601 671 2769 6500 1298 2839 504 523 639 2655 6550 1359 2889 551 575 584 2629 6600 1321 2867 536 552 438 2574 6650 1347 2881 548 609 463 2638 6700 1335 2880 555 598 550 2693 6750 1260 2811 491 510 696 2733 6800 1333 2877 551 605 662 2806 6850 1310 2831 534 568 673 2788 6900 1311 2878 524 548 631 2738 6950 1299 2827 585 572 614 2736 7000 1299 2846 527 564 524 2676 7050 1319 2825 521 532 518 2657 7100 1370 2883 626 607 590 2723 7150 1329 2853 549 580 733 2691 7200 1368 2866 608 582 707 2643 7250 1368 2862 570 595 744 2625 7300 1319 2832 536 552 799 2583 7350 1345 2850 555 594 656 2553 7400 1304 2806 537 563 585 2522 7450 1340 2849 542 564 613 2617 7500 1250 2798 522 526 693 2616 7550 1305 2822 508 531 764 2541 7600 1294 2810 506 552 632 2445 7650 1297 2814 562 553 640 2406 7700 1327 2842 538 568 627 2390 121 7750 1268 2775 497 519 734 2464 7800 1279 2784 487 515 700 2520 7850 1268 2795 530 524 774 2561 7900 1335 2830 551 581 710 2597 7950 1283 2772 506 528 548 2585 8000 1324 2816 541 566 614 2639 8050 1272 2765 510 537 606 2663 8100 1295 2797 527 523 683 2760 8150 1281 2809 561 583 713 2799 8200 1290 2791 542 555 551 2809 8250 1338 2785 515 545 620 2789 8300 1262 2751 494 505 624 2762 8350 1266 2783 567 562 582 2854 8400 1271 2733 475 486 627 2840 8450 1305 2785 530 530 657 2891 8500 1233 2727 486 510 703 2884 8550 1367 2786 533 544 708 2922 8600 1262 2742 490 527 618 2903 8650 1297 2787 530 540 540 2931 8700 1278 2786 546 550 664 2977 8750 1304 2773 525 561 752 3021 8800 1307 2771 545 579 844 3011 8850 1334 2786 554 572 828 2936 8900 1318 2787 574 582 854 2847 8950 1289 2748 516 546 679 2787 9000 1289 2777 521 521 614 2785 9050 1326 2789 555 587 736 2883 9100 1334 2790 565 562 625 2930 9150 1326 2775 528 548 612 2941 9200 1311 2744 531 536 608 2886 9250 1283 2743 521 543 574 2885 9300 1283 2736 519 -523 653 2841 122 9350 1311 2750 559 592 825 2890 9400 1353 2789 590 613 817 2926 9450 1296 2730 550 562 747 2866 9500 1312 2737 532 600 721 2863 9550 1296 2763 545 547 796 2830 9600 1262 2700 496 531 689 2822 9650 1276 2794 542 524 679 2908 9700 1335 2731 534 568 576 2942 9750 1264 2687 550 554 700 2955 9800 1248 2697 546 560 711 2910 9850 1338 2741 546 568 707 2878 9900 1264 2706 529 550 710 2870 9950 1298 2717 551 553 568 2910 10000 1265 2686 510 546 642 2959 10050 1299 2703 530 558 543 2983 10100 1248 2705 524 510 625 2955 10150 1326 2725 560~ 568 654 2929 10200 1216 2640 508 526 721 2933 10250 1275 2674 492 524 638 2941 10300 1268 2643 494 506 664 3029 10350 1225 2630 461 550 632 3081 10400 1261 2661 510 515 697 3040 10450 1272 2682 480 512 528 2998 10500 1290 2681 545 550 528 2943 10550 1265 2648 485 518 624 2936 10600 1238 2631 488 506 774 2919 10650 1265 2700 480 549 755 2967 10700 1237 2659 513 518 734 2939 10750 1298 2663 500 514 663 2949 10800 1219 2606 470 522 672 2919 10850 1288 2646 513 530 658 2873 10900 1238 2671 563 564 634 2885 123 10950 1241 2612 468 498 646 2837 11000 1242 2613 481 496 742 2858 11050 1234 2616 477 538 760 2847 11100 1239 2623 494 564 815 2793 11150 1255 2662 506 528 770 2728 11200 1246 2615 537 527 547 2734 11250 1299 2687 543 570 531 2744 11300 1261 2623 480 504 569 2813 11350 1262 2662 510 536 611 2851 11400 1225 2624 486 506 622 2835 11450 1273 2667 533 588 628 2761 11500 1281 2657 515 518 516 2718 11550 1297 2689 526 538 575 2727 11600 1223 2611 457 473 622 2767 11650 1318 2681 527 538 636 2839 11700 1254 2659 511 535 604 2871 11750 1237 2701 505 528 639 2838 11800 1239 2655 474 486 728 2815 11850 1241 2651 441 474 637 2755 11900 1242 2717 465 478 768 2761 11950 1228 2654 460 490 745 2807 12000 1248 2710 531 529 720 2809 12050 1281 2750 504 520 701 2845 12100 1233 2656 480 535 547 2822 12150 1313 2707 508 524 609 2796 12200 1255 2703 475 514 592 2769 12250 1265 2714 492 506 636 2808 12300 1274 2691 479 515 699 2793 12350 1283 2712 529 540 719 2846 12400 1274 2724 529 565 741 2774 12450 1273 2691 508 521 767 2723 12500 1254 2693 483 -541 654 2755 124 12550 1353 2734 533 540 554 2818 12600 1276 2696 504 552 578 2882 12650 1304 2765 543 571 625 2924 12700 1268 2710 522 542 695 2892 12750 1262 2769 555 558 678 2833 12800 1322 2702 524 544 771 2790 12850 1321 2738 554 577 762 2850 12900 1256 2682 508 560 658 2895 12950 1297 2716 511 532 688 2919 13000 1268 2705 561 569 662 2957 13050 1220 2665 486 554 610 2943 13100 1294 2689 496 537 694 2908 13150 1289 2691 526 548 735 2901 13200 1244 2663 481 582 764 2994 13250 1240 2647 457 480 755 2921 13300 1282 2718 545 560 720 2946 13350 1257 2675 511 521 641 2899 13400 1292 2711 524 542 595 2902 13450 1244 2625 476 497 654 2969 13500 1255 2686 584 574 670 3041 13550 1229 2629 476 496 677 3055 13600 1225 2629 462 584 673 3057 13650 1255 2643 502 521 726 2981 13700 1340 2703 537 555 676 2962 13750 1296 2695 566 579 647 2981 13800 1319 2717 556 574 619 3014 13850 1285 2675 550 559 648 3041 13900 1272 2661 488 518 617 3059 13950 1261 2672 519 511 583 3042 14000 1262 2748 562 566 647 2972 14050 1274 2683 530 569 726 2929 14100 1293 2697 537 584 658 2921 125 14150 1270 2658 539 544 670 2908 14200 1264 2662 528 564 729 2961 14250 1238 2654 520 547 619 2898 14300 1254 2646 492 546 605 2928 14350 1277 2687 547 558 588 2829 14400 1264 2658 486 519 576 2798 14450 1262 2649 490 502 638 2769 14500 1240 2645 490 531 718 2786 14550 1244 2642 504 515 660 2762 14600 1246 2654 479 504 734 2801 14650 1223 2636 458 478 600 2712 14700 1289 2697 509 562 602 2686 14750 1223 2646 466 516 547 2621 14800 1274 2686 502 526 608 2668 14850 1215 2653 470 490 598 2659 14900 1211 2670 532 546 718 2722 14950 1222 2631 454 465 644 2677 15000 1252 2674 478 496 643 2649 15050 1231 2654 476 494 606 2608 15100 1291 2692 462 496 568 2642 15150 1230 2657 484 478 617 2672 15200 1194 2637 427 462 622 2732 15250 1258 2687 508 540 659 2782 15300 1272 2695 490 502 598 2725 15350 1230 2673 481 499 566 2686 15400 1207 2707 444 540 583 2701 15450 1281 2718 523 561 567 2723 15500 1209 2686 475 481 615 2746 15550 1264 2703 524 517 599 2839 15600 1208 2599 472 519 563 2798 15650 1255 2696 489 534 673 2791 15700 1260 2693 501 529 559 2771 126 15750 1215 2672 481 502 654 2750 15800 1214 2656 476 519 634 2805 15850 1232 2633 486 492 561 2856 15900 1235 2657 478 491 597 2861 15950 1228 2663 455 486 688 2808 16000 1281 2683 496 492 642 2806 16050 1254 2690 515 578 588 2822 16100 1270 2665 499 519 542 2812 16150 1276 2710 506 553 588 2862 16200 1240 2655 486 508 579 2899 16250 1272 2683 501 525 545 2903 16300 1223 2646 530 522 595 2862 16350 1264 2697 534 551 609 2887 16400 1235 2648 486 520 644 2897 16450 1257 2663 507 517 542 2902 16500 1266 2685 526 554 591 2957 16550 1271 2708 480 519 583 2955 16600 1268 2686 498 514 578 2923 16650 1208 2618 449 472 652 2889 16700 1266 2681 494 521 636 2860 16750 1267 2713 522 518 790 2932 16800 1299 2723 564 600 705 2991 16850 1253 2641 486 492 505 2991 16900 1352 2716 542 560 520 2997 16950 1258 2697 561 564 485 2969 17000 1282 2674 518 556 620 2928 17050 1285 2675 548 560 667 2918 17100 1271 2671 554 608 700 2958 17150 1297 2664 497 527 781 2895 17200 1283 2671 591 597 689 2915 17250 1300 2659 528 572 540 2855 17300 1279 2652 528 534 576 2870 127 17350 1250 2627 494 523 619 2955 17400 1342 2697 606 600 563 2995 17450 1271 2638 551 565 560 3011 17500 1325 2658 524 547 625 2970 17550 1210 2578 461 478 790 2869 17600 1235 2624 513 521 762 2931 17650 1233 2588 475 504 729 2975 17700 1192 2585 492 526 806 3016 17750 1240 2596 504 513 574 3009 17800 1199 2547 457 471 572 2906 17850 1248 2584 488 500 492 2860 17900 1217 2569 462 475 596 2902 17950 1255 2582 507 532 662 2930 18000 1238 2591 556 572 615 2950 18050 1281 2611 560 610 844 2909 18100 1238 2577 569 543 592 2887 18150 1212 2553 485 502 738 2938 18200 1293 2593 508 538 626 2983 18250 1248 2572 519 537 606 2956 18300 1257 2590 531 533 726 2911 18350 1223 2563 473 487 609 2890 18400 1217 2535 501 489 687 2902 18450 1233 2552 534 524 731 2941 18500 1283 2564 504 523 758 2879 18550 1179 2512 455 489 739 2823 18600 1199 2518 480 502 519 2923 18650 1215 2523 500 498 654 2995 18700 1214 2540 487 517 612 2995 18750 1218 2525 492 571 633 2960 18800 1191 2507 498 508 646 2945 18850 1226 2503 478 498 666 2949 18900 1200 2506 469 480 678 2936 128 18950 1215 2503 496 524 698 2838 19000 1191 2491 462 464 612 2796 19050 1195 2485 473 492 670 2879 19100 1229 2497 510 506 696 2881 19150 1225 2503 490 514 728 2847 19200 1226 2503 531 535 611 2869 19250 1168 2459 451 467 725 2869 19300 1186 2478 499 499 655 2951 19350 1190 2493 506 544 631 2856 19400 1191 2457 467 504 684 2800 19450 1178 2458 463 511 672 2856 19500 1201 2473 503 511 626 2880 19550 1183 2473 516 499 675 2786 19600 1217 2476 518 539 684 2829 19650 1224 2489 527 560 624 2887 19700 1209 2515 518 532 615 2897 19750 1214 2478 536 545 651 2829 19800 1177 2453 495 514 702 2829 19850 1160 2456 492 511 590 2857 19900 1220 2511 524 536 569 2882 19950 1206 2467 476 500 412 2787 20000 1183 2451 456 490 505 2816 20050 1118 2458 494 498 609 2894 20100 1156 2444 472 538 636 2876 20150 1171 2429 472 482 656 2821 20200 1182 2457 456 488 646 2862 20250 1108 2421 414 489 586 2886 20300 1124 2450 462 470 506 2882 20350 1107 2439 455 465 530 2817 20400 1183 2447 430 460 500 2813 20450 1158 2447 481 508 531 2899 20500 1201 2496 496 521 504 2849 129 20550 1114 2419 425 463 577 2787 20600 1148 2490 462 478 627 2801 20650 1131 2425 417 .455 493 2815 20700 1107 2408 426 459 566 2840 20750 1089 2425 470 462 508 2800 20800 1123 2424 422 445 552 2743 20850 1123 2430 397 432 580 2823 20900 1116 2413 434 460 594 2874 20950 1113 2463 472 508 623 2862 21000 1144 2433 432 454 641 2777 21050 1134 2425 452 462 632 2784 21100 1127 2409 480 480 614 2845 21150 1167 2459 466 518 560 2883 21200 1158 2460 480 511 566 2848 21250 1134 2418 444 438 616 2789 21300 1243 2496 496 518 654 2851 21350 1182 2462 472 499 670 2912 21400 1159 2430 455 506 652 2887 21450 1212 2497 559 552 661 2874 21500 1222 2509 508 526 600 2839 21550 1212 2481 508 522 595 2876 21600 1217 2503 518 550 548 2955 21650 1181 2453 470 478 630 2912 21700 1169 2456 509 543 633 2902 21750 1219 2491 478 511 610 2899 21800 1138 2434 442 440 618 2917 21850 1149 2446 446 555 599 2970 21900 1176 2462 462 515 570 2960 21950 1186 2468 483 489 569 2869 22000 1150 2437 444 473 589 2864 22050 1142 2449 452 460 597 2928 22100 1142 2442 472 523 572 2966 130 22150 1222 2502 454 478 600 3009 22200 1144 2447 460 479 596 2934 22250 1137 2445 417 495 639 2936 22300 1139 2488 442 451 505 2931 22350 1187 2489 497 488 565 2993 22400 1186 2462 446 460 572 3019 22450 1161 2475 441 436 595 3017 22500 1128 2451 398 433 638 2951 22550 1177 2489 460 441 643 2905 22600 1172 2485 439 473 528 2938 22650 1150 2489 448 488 496 2925 22700 1203 2517 493 496 487 3022 22750 1126 2464 448 446 531 3029 22800 1222 2532 499 498 476 3044 22850 1170 2510 472 492 574 2981 22900 1196 2509 451 476 636 2928 22950 1176 2499 456 474 526 2918 23000 1220 2529 468 542 509 2992 23050 1175 2518 475 491 498 2977 23100 1240 2546 465 485 544 2945 23150 1198 2521 444 441 532 2872 23200 1178 2505 463 472 588 2857 23250 1196 2552 462 474 574 2825 23300 1187 2547 436 467 592 2847 23350 1212 2565 482 492 487 2883 23400 1212 2555 454 485 536 2909 23450 1221 2575 487 543 532 2829 23500 1249 2607 532 535 550 2789 23550 1192 2544 490 487 679 2728 23600 1226 2593 480 505 594 2745 23650 1261 2604 508 526 645 2767 23700 1249 2609 509 519 578 2831 131 23750 1227 2608 496 510 579 2783 23800 1248 2608 494 508 572 2768 23850 1225 2622 482 501 540 2716 23900 1246 2628 494 492 586 2712 23950 1223 2608 468 533 712 2762 24000 1262 2652 534 542 696 2793 24050 1234 2622 497 516 718 2729 24100 1294 2672 534 542 617 2709 24150 1242 2623 472 496 654 2662 24200 1315 2684 514 542 661 2692 24250 1244 2641 515 515 606 2755 24300 1269 2645 502 510 670 2831 24350 1239 2639 526 527 639 2778 24400 1284 2692 515 554 639 2751 24450 1230 2634 463 496 715 2723 24500 1268 2679 538 550 556 2782 24550 1278 2679 521 544 568 2858 24600 1260 2713 559 558 689 2886 24650 1246 2645 478 544 649 2854 24700 1254 2657 506 519 572 2784 24750 1251 2672 536 572 744 2799 24800 1273 2677 512 539 659 2859 24850 1253 2707 477 492 558 2880 24900 1257 2665 515 566 611 2974 1 24950 1231 2625 478 496 619 2874 Maximum 1370 2889 626 613 854 3138 W Mhfimmn 1089 2355 397 432 412 2390 Average 1247.59 2636.35 500.50 524.17 622.57 2886.8 SUiDeV 52.22 116.75 35.61 35.22 81.97 132.58 132 BIBLIOGRAPHY BIBLIOGRAPHY Adsit , A. 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