Book of Extended summaries ISDA
Book of Extended summaries ISDA Book of Extended summaries ISDA
International Conference on Reimagining Rainfed Agro-ecosystems: Challenges & Opportunities during 22-24, December 2022 at ICAR-CRIDA, Hyderabad pan evaporation and seepage rate from the soil strata, the cumulative runoff potential to be harvested in the farm pond was estimated. Accordingly, the sizes of farm pond as per catchment area were worked out. Result The hydrologic soil group for the region was observed as ‘D’ with slope range of 0.5-3.5 %. The weighted curve numbers for Parbhani station were calculated as 77, 89 and 95 for AMC I, II and III respectively. From the rainfall data of the last 11 years (2011-2021), the daily surface runoff was estimated and thereby, the yearly runoff was calculated. The average runoff data was used for farm pond designs. Data revealed that the average rainfall causing runoff was found to be 853.43 mm which generated mean runoff of 257 mm i.e. 28.31 per cent. Year-wise rainfall, runoff and % runoff Year Annual rainfall (mm) Rainfall (mm) Runoff (mm) % Runoff 2011 677.5 636 164 25.78 2012 688.2 678 140 20.64 2013 1217.1 1134.4 345 30.41 2014 560.2 422.7 60 14.19 2015 574.8 414.1 70 16.90 2016 1159.5 1142.1 385 33.70 2017 995.7 987.2 375 37.98 2018 808.1 802.4 304 37.88 2019 968.6 950.8 299 31.44 2020 1098.7 1023.6 376 36.73 2021 1719.3 1196.4 309 25.82 Average 951.60 853.43 257 28.31 Maximum 1719.3 1196.4 385 37.98 Runoff 500 400 300 200 Rainfall-runoff relation-Parbhani y = 0.4043x - 88.882 R² = 0.8687 100 0 0 200 400 600 800 1000 1200 1400 Rainfall Resilience through land and water management interventions, water management and governance 51 | Page
International Conference on Reimagining Rainfed Agro-ecosystems: Challenges & Opportunities during 22-24, December 2022 at ICAR-CRIDA, Hyderabad Satheesh Kumar et.al. (2017), used rainfall-runoff modelling using SCS-CN method and similar results were obtained from the current study. The rainfall runoff relationship was worked out for further planning of small rainwater harvesting structures like farm ponds. The runoff potential is found to be 28.31 % of the rainfall indicating a good scope for rainwater harvesting and thereby, many more rainwater harvesting structures can be constructed based on site-specific conditions. A relation between rainfall and runoff for was worked out as Y = 0.4043X – 88.882 (R 2 value - 0.8687). The linear rainfall-runoff relation obtained can be used for finding out runoff corresponding to any rainfall occurring in the area. Based on rainfallrunoff relationship and catchment–storage relationship and also looking to the climatic variations particularly rainfall intensity, duration and frequency in the last decade, the farm pond sizes for assured rainfall zone of Marathwada region were redesigned and standardized for further implementation of farm pond programme in the region. The details of farm pond sizes, storage capacity, the area under protective / supplemental irrigation and area under pond construction is presented as follows. Catchment area (ha) Farm pond sizes for assured rainfall zone of Marathwada region Top size of pond (m x m) Bottom size of pond (m x m) Side slope Depth of pond (m) Capacity Area of pond under (m 3 ) irrigation (ha) Area irrigated % % catchment area under pond 1.0 21 x 21 12 x 12 1.5 : 1 3 837 1.3 130 4.41 2.0 27 x 27 18 x 18 1.5 : 1 3 1539 2.40 120 7.29 3.0 33 x 33 24 x 24 1.5 : 1 3 2457 3.93 131 10.89 Thus, rainwater harvesting based on catchment- storage relationship created an assured source of water for providing protective irrigation, particularly during dry spell periods for sustaining crop productivity to create resilience in rainfed agriculture. Conclusion Rainwater harvesting appears to be one of the most promising alternatives for the escalating demand for fresh water for rainfed agriculture. Rainfall-runoff relationship proved to be the most valuable information for the identification of runoff potential at any station. The runoff potential is found to be 28.31 %, indicating a good scope for rainwater harvesting. Farm pond sizes were standardized for recommendation to State Department of Agriculture for further implementation of farm pond programme in the region /state. 52 | Page Resilience through land and water management interventions, water management and governance
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International Conference on Reimagining Rainfed Agro-ecosystems: Challenges &<br />
Opportunities during 22-24, December 2022 at ICAR-CRIDA, Hyderabad<br />
Satheesh Kumar et.al. (2017), used rainfall-run<strong>of</strong>f modelling using SCS-CN method and<br />
similar results were obtained from the current study. The rainfall run<strong>of</strong>f relationship was<br />
worked out for further planning <strong>of</strong> small rainwater harvesting structures like farm ponds. The<br />
run<strong>of</strong>f potential is found to be 28.31 % <strong>of</strong> the rainfall indicating a good scope for rainwater<br />
harvesting and thereby, many more rainwater harvesting structures can be constructed based<br />
on site-specific conditions. A relation between rainfall and run<strong>of</strong>f for was worked out as Y =<br />
0.4043X – 88.882 (R 2 value - 0.8687). The linear rainfall-run<strong>of</strong>f relation obtained can be used<br />
for finding out run<strong>of</strong>f corresponding to any rainfall occurring in the area. Based on rainfallrun<strong>of</strong>f<br />
relationship and catchment–storage relationship and also looking to the climatic<br />
variations particularly rainfall intensity, duration and frequency in the last decade, the farm<br />
pond sizes for assured rainfall zone <strong>of</strong> Marathwada region were redesigned and standardized<br />
for further implementation <strong>of</strong> farm pond programme in the region. The details <strong>of</strong> farm pond<br />
sizes, storage capacity, the area under protective / supplemental irrigation and area under pond<br />
construction is presented as follows.<br />
Catchment<br />
area<br />
(ha)<br />
Farm pond sizes for assured rainfall zone <strong>of</strong> Marathwada region<br />
Top<br />
size <strong>of</strong><br />
pond<br />
(m x<br />
m)<br />
Bottom<br />
size <strong>of</strong><br />
pond<br />
(m x m)<br />
Side<br />
slope<br />
Depth<br />
<strong>of</strong><br />
pond<br />
(m)<br />
Capacity Area<br />
<strong>of</strong> pond under<br />
(m 3 ) irrigation<br />
(ha)<br />
Area<br />
irrigated<br />
%<br />
%<br />
catchment<br />
area under<br />
pond<br />
1.0 21 x 21 12 x 12 1.5 : 1 3 837 1.3 130 4.41<br />
2.0 27 x 27 18 x 18 1.5 : 1 3 1539 2.40 120 7.29<br />
3.0 33 x 33 24 x 24 1.5 : 1 3 2457 3.93 131 10.89<br />
Thus, rainwater harvesting based on catchment- storage relationship created an assured source<br />
<strong>of</strong> water for providing protective irrigation, particularly during dry spell periods for sustaining<br />
crop productivity to create resilience in rainfed agriculture.<br />
Conclusion<br />
Rainwater harvesting appears to be one <strong>of</strong> the most promising alternatives for the escalating<br />
demand for fresh water for rainfed agriculture. Rainfall-run<strong>of</strong>f relationship proved to be the<br />
most valuable information for the identification <strong>of</strong> run<strong>of</strong>f potential at any station. The run<strong>of</strong>f<br />
potential is found to be 28.31 %, indicating a good scope for rainwater harvesting. Farm pond<br />
sizes were standardized for recommendation to State Department <strong>of</strong> Agriculture for further<br />
implementation <strong>of</strong> farm pond programme in the region /state.<br />
52 | Page Resilience through land and water management interventions, water management and governance