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ThesisItem Embargo Standardizing supplemental lighting for improved strawberry cultivation in soilless media under protected cultivation(Punjab Agricultural University, 2023) Pardeep Kaur; Mahesh Chand SinghA study was carried out at Punjab Agricultural University, Ludhiana to standardize the supplemental lighting for improved strawberry cultivation in soilless media inside a naturally ventilated greenhouse. For supplemental lighting, full spectrum LED grow lights were used. The experimental treatments included three levels of supplemental lighting viz. 235, 169, 132 μmol m-2s-1, and 3 levels of photoperiod viz. 12, 14 and 16-h. The treatments were replicated thrice in a factorial CRD layout. After transplanting, the strawberry plants were fertigated with fresh nutrient solution throughout the growing season using drip irrigation system. Electrical conductivity and pH of the nutrient solution were maintained in the range 1.5-2.7 dSm-1 and 5.5-6.5, respectively. Crop related data (plant height, leaf chlorophyll content, leaf area index, etc.) were recorded at weekly interval. Climatic data (mainly light, temperature and relative humidity) were recorded continuously at a 5-minute interval through development of a low-cost IoT-based real-time climate monitoring system. The fruit related data (fruit diameter, fruit weight, number of fruits and yield per plant) were recorded at the time of each harvesting. The quality parameters viz. titratable acidity, total soluble solids, total sugar, reducing sugar, ascorbic acid and phenol content were analysed twice in the growing season (7th February and 25th March, 2022). The performance of strawberry was significantly affected by time-differential supplemental lighting in terms of its effects on different plant growth parameters, fruit parameters and yield. The supplemental lighting of 132 μmol m-2s-1 for a photoperiod of 16-h recorded the highest fruit yield of 450.0 g/plant with an average value of 408.9 g/plant. The results indicated a significant increase in yield, WUE and FUE of Camarosa strawberry with decrease in supplemental lighting from 235 to 132 μmol m-2s-1 and an increase in photoperiod from 12 to 16-h. The average benefit-cost ratio (B:C) was obtained as 2.35 and 2.27 with and without subsidy, respectively. Supplemental lighting of 132 μmol m-2s-1 for a photoperiod of 16-h resulted in highest B:C value of 2.74 with 50% subsidy and 2.68 without subsidy. Thus, subjecting strawberry plants to light in the range of 362.5-430.6 μmol m-2s-1 including supplemental light of 132 μmol m-2s-1 for about 16 hours in a day is desired to record the optimal plant growth, fruit yield and quality of camarosa strawberry, when cultivated in soilless media inside a naturally ventilated greenhouse.ThesisItem Embargo Evaluation of tapering fertigation schedules for dripirrigated potato crop(Punjab Agricultural University, 2023) Koundal, Nitesh; Thaman, SudhirA research experiment was carried out at University Seed Farm Ladhowal of Punjab Agricultural University, Ludhiana, during the Rabi season of 2021-2022 to study the effect of basal fertilizer dose and tapering fertigation schedules on growth and yield attributes of the drip-irrigated potato crop. The experiment was laid out in randomized block design (RBD), consisting of seven treatments with three replications. All treatments had the equivalent recommended dose of fertilizer (RDF), i.e. N: P: K :: 150: 50: 50 kg ha-1. The treatments comprised seven fertilizer application schedules, viz. T1: FYM + 25% RDF as basal + fertigation in 18 tapering splits with 75% RDF, tapering at a difference of 0.05X; T2: FYM + 25% RDF as basal + fertigation in 18 tapering splits with 75% RDF, tapering at a difference of 0.1X; T3: FYM + 25% RDF as basal + fertigation in 18 tapering splits with 75% RDF, tapering at a difference of 0.15X; T4: FYM + fertigation in 18 tapering splits with 100% RDF, tapering at a difference of 0.05Y; T5: FYM + fertigation in 18 tapering splits with 100% RDF, tapering at a difference of 0.1Y; T6: FYM + fertigation in 18 tapering splits with 100% RDF, tapering at a difference of 0.15Y; T7: FYM + fertigation with 20 % RDF in 7 equal splits + 80% RDF in 13 equal splits (Control). X and Y are 18 equal splits of 75% and 100% RDF, respectively. The same irrigation depth was applied to all treatments on the basis of the Penman-Monteith method. The data of the field experiment was analysed statistically using CPCS1 software of the Department of Mathematics and Statistics, PAU, Ludhiana. Different tapering fertigation schedules had a significant impact on yield parameters, viz., average tuber weight and tuber yield per plant. The treatment T2 recorded the highest average tuber weight (28.4 g) and tuber yield per plant (317.6 g). Tuber yield in treatment T2 (24.4 t ha-1) recorded significantly higher tuber yield than other treatments except for treatment T1. The tuber yield in treatment T2 was 15.2% higher than in treatment T7 (control).ThesisItem Open Access Structural Stability Analysis of Naturally Ventilated Polyhouses(Punjab Agricultural University, Ludhiana, 2021) Lovepreet Singh; Kaushal, ArunThe research work on structural stability analysis of naturally ventilated polyhouses was carried out at Department of Soil and Water Engineering, Punjab Agricultural University, Ludhiana. There were total 12 treatments which were combination of four different sizes of polyhouses i.e. 560 m2 (T1-T3); 1008 m2 (T4-T6); 2080 m2 (T7-T9); 4000 m2 (T10-T12), with three design wind speeds 100 km/hr, 150 km/hr and 200 km/hr respectively. Truss members, columns and foundation stability analysis was carried out by considering dead loads, live loads and wind loads. Support reactions were computed on truss and column joints. Member forces were computed by using force method. The economic analysis was carried out by computing benefit cost (B/C) ratio and payback period for raising capsicum under stable structures. For every 17 set of truss members four members (two in compression (small arc) and two in tension (truss bracings)) failed in treatments with 150 and 200 km/hr wind speed while two members (in compression, (small arc)) failed in treatments with 100 km/hr wind speed. Minimum structural GI pipe material requirement for structurally stable polyhouses was under treatment T1 (2407 kg) and maximum under treatment T12 (19550 kg). The maximum benefit cost ratio was obtained in treatment T10 (1.77, 2.33) and minimum was in treatment T3 (1.36, 1.84) with no and 50% Government subsidy, respectively. The minimum payback period was obtained in treatment T10 (3.29 years, 1.26 years) and maximum in T3 (7.54 years, 2.19 years) with no and 50% subsidy, respectively. For the structurally stable naturally ventilated polyhouses as the size increases the benefit cost ratio increases, while the payback period decreases and for wind speed it is vice-versa.ThesisItem Restricted Land Use and Land Cover Change Analysis in District Shaheed Bhagat Singh Nagar of Punjab Using Geospatial Technology(Punjab Agricultural University, 2023) Sohal, Jaskaran Singh; Kaushal, ArunLand use and land cover (LU/LC) is observed to be the primary factor of environmental change on a worldwide scale. Timely and accurate information on LU/LC is very important for efficient planning and management activities. The present study on “land use and land cover change analysis in district Shaheed Bhagat Singh Nagar of Punjab using geospatial technology” was carried out at the Department of Soil and Water Engineering, PAU and PRSC, Ludhiana from 2021-2023 to classify LU/LC and to analyse decadal change in the study area from year 2012-2022. Satellite data of IRS P6 LISS-III (2012 , 2022) and IRS LISS-IV (2022) were analysed for LU/LC mapping using visual interpretation techniques. The study area was divided into seven LU/LC classes i.e.: agriculture, built-up, waterbody, forest/tree clad area, riverine sand, algae bloom and fallow land /barren land/waste land in which agriculture covers maximum while riverine sand covers minimum area. In decadal change the alterations encompass positive trends such as increased agricultural area (31.29 %), as well as negative trends including decreased algae bloom (59.82 %). Overall accuracy for LISS-III 2012, LISS-III 2022 and LISS- IV 2022 were 88.3 %, 86.66 % and 93.3 %, respectively with kappa coefficient value as 0.86, 0.83 and 0.91 , respectively. Hotspot areas with major changes were seen in Block Nawanshahr with major increase in built-up area, as well as in Block Saroya and Balachaur of study area with major decrease in Forest area. Highresolution data of IRS LISS-IV gives better accuracy as compared to IRS P6 LISS-III.ThesisItem Embargo Assessment of groundwater recharge potential of village pond using geospatial techniques(Punjab Agricultural University, 2022) Shinde, Ankita Prakash; Satpute, SanjayThe water table is depleting at an alarmingly fast rate of 54 cm/yr in the Punjab state. This ongoing decrease in the water table necessitates the rapid and efficient development of artificial groundwater recharge and use of available surface water sources for the groundwater recharge. Keeping this in view the study was planned to assess groundwater recharge potential of village pond using geospatial techniques. To achieve the objectives of the study, Sentinel 2 images for the month of March 2020 of Ludhiana district was used. Three spectral indices namely NDWI, MNDWI and NDPI were used to identify and demarcate the area of village ponds in each village of the district. The efficiency of these indices were compared with the manually digitized area of the village pond for the accuracy assessment. NDWI could identify about 370 village ponds, MNDWI could identify and extract about 1263 village ponds and to further extract the village ponds, NDPI was used and NDPI could extract about 1410 village ponds whereas manually about 1513 village ponds could be demarcated, Therefore, in NDPI more than 90% efficiency could be achieved for identifying the village ponds and for demarcating the village pond, NDPI efficiency was about 60-65%. The average depth of 2 m was considered for the volume estimation of the village ponds and using NDPI, the volume of 873.8 ha-m was estimated. During the field study, the infiltration rate at the undisturbed pond was found to be 41.5 cm/day and disturbed pond bottom, it was found to be 69.1 cm/day. Considering the daily infiltration rate from the pond, annually about 301.9 ha-m of water can be recharged after removal of the bottom layer. If the bottom layer is kept undisturbed, then the recharge rate of 181.3 ha-m would be achieved in village pond. After improving infiltration rate, about 65% recharge can be enhanced through village ponds over undisturbed pond bottom.ThesisItem Embargo Assessment of groundwater vulnerability in Muktsar district of Punjab using GIS based DRASTIC model(Punjab Agricultural University, 2023) Karmakar, Saikat; Garg, SunilGroundwater serves as a vast reserve of freshwater. The geogenic processes within the Earth's crust, combined with the infiltration of water through the surface, result in notable alterations in the quality of groundwater reserves. To effectively handle groundwater resources, assessing the vulnerability of aquifers through prediction and monitoring proves to be a valuable approach. The aim of this study was to employ DRASTIC model in GIS environment for estimating the groundwater vulnerability in Muktsar district of Punjab, which covers almost 2,615 km2 area. In this region, the vulnerability index of groundwater was modelled using both primary and secondary datasets, considering various input variables in ArcGIS software. The calculated DRASTIC index value ranged between 141 to 192 which were further classified in low, medium and high vulnerability classes. Results showed that the high vulnerability was at the northern part of the district with area share of 8.19%. Map removal sensitivity analysis was performed which showed depth to water table as the most influential parameter in vulnerability assessment with mean variation index of 2.63% followed by topography, net recharge and aquifer media. The weights of the model parameters were modified based on the variation indices and a modified DRASTIC model was obtained. The validation test revealed that the output of the modified model was better correlated with both historical and current Total Dissolved Solidss (TDS) concentration map of the study area compared to the conventional model thus making it preferable to assess groundwater vulnerability in the study region.ThesisItem Embargo Assessment of land use/land cover of Ludhiana district(Punjab Agricultural University, Ludhiana, 2022) Dhiman, Prince; Biwalkar, NileshLand use/land cover (LULC) variations of the Ludhiana district were found using Landsat imageries of 2001, 2009, 2015, 2020, and 2022, studied in the cloud-based Google Earth Engine (GEE) platform. The Landsat imagery was filtered based on selected time period, study area and cloud cover less than 10 percent. NDVI, NDBI, MNDWI, and BSI indices along with slope and elevation layers from DEM were also generated and stacked into a composite imagery. Training and validation datasets were generated for each class (built-up, vegetation, bare soil, and water) for various periods by adding the ground control points (GCP) to the satellite imagery. LULC classification was done using a random forest classifier in GEE to get temporal LULC maps for the study area. By generating a confusion matrix for each of the classified imagery, validation was done. Field verification was done for the classified 2022 scenario. Land cover area change analysis was calculated for 2001, 2009, 2015, 2020, and 2022 in QGIS software. Prepared classified images were used to predict the future land use/land cover in the MOLUSCE plugin. Spatial variables like distance from the road, distance from waterways, slope, and elevation maps were also used for the prediction. Artificial Neural Network (ANN) was used for modeling and training purposes. The simulated map was prepared based on iteration/s and the model was validated, which showed excellent results. The predicted map of 2033 revealed that the built-up area in the Ludhiana sdistrict is increasing while the other classes are decreasing.ThesisItem Open Access Development and Evaluation of Inclined Tubes Clarifier for Recharge of Surplus Canal Water(Punjab Agricultural University, Ludhiana, 2022) Mhetre Shruti Ravikiran; Siag, MukeshAn inclined tubes clarifier was designed and fabricated to handle a flow of 1.8 l/s to filter silt loaded canal water. PVC media of one meter length were attached one over the other to form the inclined tubes through which canal water was passed from bottom side and clarified water was obtained as outflow from the top of clarifier. The inclined tubes clarifier was tested for different suspended loads in the canal water in range of 500 mg/l to 3000 mg/l for pumping rate of 0.3 l/s to 2.1 l/s. The clarifier gave 85% Total Suspended Solids (TSS) removal efficiency for low flow rates (0.3 to 0.8 l/s) and above for flow rates beyond 0.8 l/s Total Suspended Solids (TSS) removal efficiency reduces drastically. Also, at all the flow rates the efficiency was found 6 % higher for Total Suspended Solids (TSS) >2000 mg/l in comparison to Total Suspended Solids (TSS) concentration of below 1000 mg/l. The clarifier makes no significant difference to the Total Dissolved Solids, Electrical Conductivity and pH of the canal water.ThesisItem Restricted Development of hydroponic system for growing maize as fodder crop(Punjab Agricultural University, Ludhiana, 2022) Simranpreet Kaur; Biwalkar, NileshA study was conducted for “Development of hydroponic system for growing maize as fodder crop” at the demonstration area of the Department of Soil and Water Engineering, PAU, Ludhiana during the year 2020-21. A hydroponic system was designed and fabricated [1251mm (length) x 2753mm (height) x 813mm (width)] to study the different stages of growing maize as fodder crop for seven days. There were 12 treatment combinations under this study, with three levels of irrigation i.e. I1, I2 ; two nutrient application levels i.e. F1and F2, and two levels of light intensities i.e. L1 and L2.The treatments were laid in a complete randomized design with three replications to analyze the recorded data statistically. The data recorded under different treatment combinations indicates that the maximum yield was obtained under the treatment I3F2L2 as 3.61 kg per tray. Low level of irrigation frequency and nutrient application level produced more fodder yield as compared with medium and high levels. Higher water use efficiency and nutrient use efficiency were recorded under treatment combination of I3F2L2 as 1.42 and 27.5 respectively. Under quality parameters, crude protein was found to be 18.89 per cent and in vitro digestibility was high as 98 per cent. Economical analysis of the developed system was performed and on the basis of B:C ratio as 1.27:1 the present study is economically viable and technically feasible for production of maize as a fodder crop under a hydroponic system.
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