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ThesisItem Open Access Design fabrication and testing of an arecanut dehusker(Department of Farm Power Machinery and Energy, Kelappaji College of Agricultural Engineering and Technology,Tavanur, 1993) Febi Varghese; KAU; Jippu JacobA power operated arecanut dehusker is designed, developed and its performance evaluated. The major parts are the hopper, feeder, lead plate, cutting blade, shearing roller, friction plate and scraper. The feeder receives the graded fruit from the hopper and delivers it on the lead plate. The fruit is compressed between the rotating shearing roller and the lead plate. The teeth on the roller peel off the husk and the kernel is ejected out through the slot on the lead plate and the husk removed. A single phase 0.5 hp motor operates the machine. From the studies, the optimum set - up of the machine for deriving maximum dehusking efficiency and Iower percentage of the number kernels damaged is at a speed of 35 rpm, blade angle of 600 and slot angle of 1400. At this set - up the machine gives an output of 9.0 kg dried fruit/h, with 84.5 per cent dehusking efficiency.ThesisItem Open Access Effect of land use on water yield from small agricultural watersheds of western ghats(Department of Land and Water Resources and Conservation Engineering, Kelappaji College of Agricultural Engineering and Technology, Tavanur, 1993) Abdul Hakkim, V M; KAU; Xaviour Jacob, KEffect of deforestation and other land use changes brought about by human activities of hydrologic cycle continues to be of great concern. A study was conducted to assess the effect of land use on water yield from small agricultural watersheds of Western Ghats of Kerala. Four small watersheds planted with cashew, rubber, coffee and tea were selected for the study. To get information regarding rainfall, temperature, humidity and daily evaporation; raingauges, thermometers and USWB class A Pan evaporimeters were installed in each watershed. The runoff which is of specific concern was measured using stage level recorders along with weirs and flumes. Infiltration measurements were done using double cylinder infiltrometers. Soil samples were collected from each watershed and were analysed for grain size distribution, soil pH and organic carbon content. Different geomorphological characteristics of the watersheds were also worked out. Analysis of rainfall and runoff data indicated that nearly 50 per cent of the total rain fall leaves these watersheds as runoff except in the case of rubber watershed. The infiltration studies indicated that all these watersheds have high infiltration rates even after saturation, thereby absorbing even the most intense storms of the study period. From the hydrograph analysis of these watersheds it was observed that the hydrographs attain a sharp peak immediately as the rainfall and there is a baseflow which is folowing through the 3 watersheds, except in the case of rubber watershed. The rubber watershed is very small and lies adjacent to the Kuttiadi reservoir. The interflow from the rubber watershed was observed to join the reservoir avoiding the measuring channel. From the soil profile analysis of Western Ghat region it was observed that there is an impermeable clay layer lying below the laterite having an average thickness of 3.5 m located at 7 to 10.5 m below the ground surface. The results of the study leads to the conclusion that the infiltrated rain water meets the impermeable layer and there it flows laterally through the soil. This lateral interflow reaches the valley portion of the watersheds where it saturates the soil. This saturated area acts like an impervious layer producing 100 per cent surface runoff and it is responsible for the sharp peak of hydrographs. Runoff is generated from these source areas and Hortanian overland flow is a rare phenomenon in these watersheds. Thus from the study it was concluded that land use has no significant effect on water yield from the selected small agricultural watersheds of Western Ghats of Kerala.ThesisItem Open Access Effect of landslope on uniformity of water distribution of sprinklers(Department of Land and Water Resources and Conservation Engineering, Kelappaji College of Agricultural Engineering and Technology,Thavanur, 1996) Jigimon T; Joby V PaulA study was conducted at Keleppaji College of Agricultural Engineering and Technology, Tavanur to find out the effect of land scope on sprinkler uniformity. A single nozzle sprinkler was used for the study. The study was carried out over an artificial platform. The water distribution pattern for three slopes viz; 12.5 %, 10.0 % and 7.5 % was studied for three riser positions viz; vertical, mid way and perpendicular to the land. Isohytes were drawn for the various positions in wind and no wind conditions for the three slopes. The uniformity coefficient, Cu values were evaluated and the spacing between the sprinklers for good overlap was found out. It is found that the water distribution is decreasing as the land slope is increasing. The perpendicular position was the ideal position for all the slopes. The optimum riser angles for various slopes are found to be 70 7 ‘30’ ‘for 12.5 % slope, 50 42 ‘38’ ‘for10.0 % slope and 40 17 ‘21’ ‘for 7.5 % slope with respect to the vertical position. The rpm of the sprinkler head for three riser positions was studied. In vertical position the rpm was almost same in all the slopes. It was decreasing as the riser position was changing from vertical to perpendicular in every slope. The rpm was less in wind conditions than in no wind conditions. The erosivity was also measured. The amount of soil collected for the various positions was evaluated. It was found that the amount of soil loss is increasing with the increase in land slope. It was maximum in vertical position, less in mid way position and least in perpendicular position for all the land slopes.ThesisItem Open Access Development of rational formulae to predict the advance and recession flow in border irrigation method(Department of Irrigation and Drainage Engineering, Kelappaji College of Agricultural Engineering and Technology, Tavanur, 1992) Mary Regina, F; KAU; Ramadevi, A NAn investigation was undertaken to develop the predictive relationship for water advance and recession in field borders with cow pea as the test crop. The experiment was conducted at the KCAET, Tavanur during February-April 1992. Border strips of 2 m width and 40m length were used for the study. The strips were laid out on three different slopes, 0.4 %, 0.3%, and 0.2%. Stream sizes of 4 Ips, 3 Ips, and 2 Ips per meter widths were used to irrigate the strips. There was nine treatments each replicated twice. Advance and recession times were noted at every 5 m distance from the upstream end of border. Advance and recession curves were plotted to draw conclusions on the effect of the three parameters viz stream size, slop and distance on advance and recession times. Uniformity of irrigation was also analysed for the different treatments and the treatment with 0.2% slope and 4 Ips/m width stream size showed the best uniformity. Multiple linear regression was done considering stream size, slope and distance from upstream end as independent variables. Advance and recession times were taken as dependent variables. Rational formulae to predict the advance and recession times were developed from the results of the multiple regression analysis.ThesisItem Open Access Studies on the Effects of Various Parameters on the Performance of Petti and Para(Department of Irrigation and Drainage Engineering, Kelappaji College of Agricultural Engineering and Technology, Tavanur, 1994) Saji Kuriakose, M; KAU; John ThomasThesisItem Open Access Evaluation and modification of powertiller operated paddy reaper(Department of Farm Power Machinery and Energy, Kelappaji College of Agricultural Engineering and Technology, Tavanur, 1995) Selvan, P; KAU; Sivaswami, NThe study on power tiller operated paddy reaper-windrower was taken up solve the problems of labour scarcity and uneconomic cost of cultivation of paddy. The 1.6 m vertical conveyer reaper-windrower was fabricated and was mounted with commercially available 8-10 hp air cooled Mistubishi power tiller. Improvements and modifications were carried out to make the unit suitable for harvesting of paddy in Kerala. The original engine chasis of the power tiller was replaced with a newly fabricated chasis on which both the engine and paddy harvester were mounted. Difficulties were experienced in starting and in operating the harvester when the drive was taken directly from the engine pulley to the cutterbar. Initialy the unit was operated with rotovator at the rear side. It was found difficulty in crossing the bunds, hence rotovator was removed. After detailed studies, an auxiliary gear box was designed and fabricated for transmitting power to reaper from the rotovator gear assembly. The rear rotovator was dismantled and the auxiliary gear box was assembled. For balancing, a counter weight of 35 kg was added in between the handles. The crop is cut by the reciprocating knife while passing through crop dividers, star wheels, pressure springs and is conveyed by a pair of lugged conveyer belts and is discharged as a neat windrow. Improvements and modifications were carriedout on most of the reaper components. Field evaluation of paddy harvester was carried out at KCAET Tavanur for two seasons. It was found that harvester has an effective cutting width of 1.55 m and an average field capacity of 0.02036 ha/hr. The pre harvest loss, sickle loss, shattering loss and total cutter bar loss were found to be 0.005 per cent, 2.43 per cent and 0.026 per cent respectively. The power tiller operated reaper-windower was found suitable for harvesting paddy both in wet as well as dry fields except the fully lodged crops. It is an appropriate machinery for harvesting paddy and is found economically and technically suitable for Kerala conditions. It was calculated that manual harvesting needs Rs. 1625/ha whereas power tiller operated reaper needs only Rs. 348/ha and thus achieved a saving of amount of Rs. 1277/ha. The savings of 186 man-hrs/ha achieved by the introduction of power tiller operated paddy reaper is a promising solution for the crisis of labour scarcity and the high cost of labour input in the paddy cultivation.ThesisItem Open Access Simulation studies on different design parameters of spurs (Groynes)(Department of Land and Water Resources and Conservation Engineering, Kelappaji College of Agricultural Engineering and Technology, Tavanur, 1995) Roy, Mathew; KAU; Xavior Jacob, KThe Use of spurs as river training measure has proved to be an effective means of protecting river bank and their design requires indepth knowledge about its parameters related to the solution of a specific river training problem. To analyse various design parameters of spurs, a simulation study was conducted at KERI,Peechi. Characteristics such as flow pattern, velocity distribution and scour pattern was analysed for different spur lengths 25 cm, 35 cm, 45 cm and 55 cm, spur angles 900, 1000, 1100 and 1200, spur spacings 2L, 3L, 4L and 5L and for discharge rates 14.14 1ps, 28.28 1 ps and 42.42 1 ps. Single spur and multiple spur scheme were tested on rigid as well as mobile bed condition. The analysis of the obtained flow pattern, velocity distribution and scour pattern reveals that the specified design parameters have a significant effect on flow diversion, length of bank protected, maximum scour depth at the spur nose, percentage increase in velocity at opposite bank etc. The analysis of the present study also led to conclusion that L/B ratio of 0.19, spure angle of 900 was the best combination for single spur study and the same with a spacing of 5L was most effective for multiple spur scheme.ThesisItem Open Access Design fabrication and testing of a rainfall simulator(Department of Land and Water Resources and Conservation Engineering, Kelappaji College of Agricultural Engineering and Technology, Tavanur, 1993) Kurien, E K; KAU; George, T PRainfall simulators are considered as effective aids in soil conservation research. Simulators make it possible to produce predetermined storms at any desired time and location. A rainfall simulator suitable for soil erosion studies was designed and fabricated at KCAET Tavanur. The developed simulator was tested for its performance. Erosion studies on laterite soil was conducted using the developed simulator. The rainfall simulator designed and fabricated was of an oscillating, tubing tip type. The crop former unit consisted of 112 numbers of 18 gauge hypodermic needles fitted on a 1.8 cm GI pipe network. The speed of oscillation was 8 oscillations per minute. The drop former unit was supported at a height of 3 cm above ground level. Intensity of rainfall was varied by changing the pressure of water supply to the simulator. The simulator was tested for intensity, droplet size and uniforimity of application of the rainfall produced. The intensity of rainfall was related to the pressure of water supply as 1 = 6.0386 – 31.9152 P + 177.30 P2 The drop size obtained was 2.31 mm for an intensity of 4.77 cm/hr and the corresponding drop sizes for intensities of 5.60, 6.73, 6.99 and 8.80 cm/hr were 2.20, 2.18, 1.05 and 0.80 m respectively. Christiansen’s uniformity coefficients calculated for intensities ranging from 4.77 to 8.80 cm/hr varied from 82 to 88 per cent. Experiments were also conduced to study soil loss and runoff from laterite soil. The soil loss increased with the intensity of rainfall for all the slopes studied. Maximum soil loss of 1464 kg/ha/hr occurred from a slope 20 per cent at a rainfall intensity of 8.80 cm/hr. A general trend of increase in soil loss with slope was observed. At an intensity of 8.80 cm/hr the soil loss from 5 per cent slope was 940.2 kg/ha/hr whereas the soil loss from 20 per cent slope was 1464 kg/ha/hr for the same intensity. At 5.60 cm/hr intensity of rainfall the runoff from a slope of 5 per cent was 325.33 m3 /ha/hr whereas the runoff was 432 m3 /ha/hr at 6.73 cm/hr intensity for the same slope. Empirical equations were developed for estimating soil erosion and runoff for various intensities of rainfall and land slopes. The equations are : 1. E = -982.384 + 2834.63 S + 225.239 1 (R = 0.94) 2. Q = -216.174 + 1104.65 S + 79.375 1 (R = 0.92)ThesisItem Open Access Effect of different tillage methods on percolation loss in rice fields(Department of Land and Water Resources and Conservation Engineering, Kelappaji College of Agricultural Engineering and Technology, Tavanur, 1993) Mini, P K; KAU; George, T PWater loss by deep percolation constitutes a major part of the total water loss from the rice fields. Puddling is widely carried out in rice field to create favourable soil condition for the growth of rice plant and to reduce the loss of water through percolation. An experiment was conducted in sandy loam soil to determine the effect of different tillage methods on percolation loss of water and to evaluate their effect on grain yield. The treatments choosen for the study were puddling with power tiller, puddling with tractor cage wheel, puddling with animal drawn puddler (TNAU helical blade type), compaction using roller and puddling with country plough along with planking (control). The experiment was laid out in randomized block design with five replications. Seedlings of short duration rice variety ‘triveni’ were used for transplanting. The daily water loss from the experimental plots was measured using field hook guage. The water loss through percolation was obtained by subtracting the evapotranspiration from the total water requirement. The mean water requirement was highest in the plots puddle with country plough (1609.3mm) and was lowest in the plots puddled with tractor cage wheel (1510.3mm). The percolated water constitute 62 per cent and 64.34 per cent of the total water requirements in the plots puddled with tractor cage wheel and country plough respectively. The lowest mean percolation of 936.12 mm was recorded in the plots puddle with tractor cage wheel. It was followed by puddling with power tiller (949.92 mm), compaction using roller (966.02mm), puddling with animal drawn puddler (1025.02mm) and puddling with country plough (1035.12mm). However, the treatments did not differ significantly regarding the loss of water through percolation. The percentage variation of the percolated water for the different treatments over the control was maximum (17.66 per cent) during the vegetative phase. The variation from the control decreased during the latter two stages and was minimum during the ripening stage (3.89 per cent). The plots puddle with tractor cage wheel recorded the highest yield (11.26 kg/plot) compared to other treatments. The water use efficiency varied from 15.68 kg/ha-cm (puddling with country plough) to 18.64 kg/ha-cm (puddling with tractor cage wheel). The yield and water use efficiency also did not differ significantly among the treatments. The reason for the insignificant among the treatments regarding the loss of water through percolation, yield and water use efficiency could be attributed to the sandy loam nature of the soil since the response of rice plant to various tillage methods depends up on soil texture. It is known that the surface soil aggregates play a major role in controlling the infiltration rate of soil. Since the soil in the experimental field consists of 10 per cent gravel, 65 per cent sand, 12.5 per cent silt and 12.5 per cent clay, the amount of finer particles available for clogging of pores and surface seal development are less in these type of soil, which might be the reason for the treatments not showing any significant variation in the water loss through percolation. From the study undertaken, it was concluded that different tillage methods have no effect in light textured soil in controlling the loss of water through percolation.