Baseline Studies for WUE WALAMTARI.Pdf

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Baseline Studies for WUE WALAMTARI.Pdf Sanction of Projects S. Name of the Date of Amount State No. Project Sanction Sanctioned (lakhs) 1 Rallapadu 19 –12–2015 36.18 AP 2 Peddavagu 19 –12–2015 36.18 TS 3 Torrigadda 20 –01-2016 36.18 AP 4 Thatipudi 20 –01-2016 36.18 AP 5 Guntur Channel 20 –01-2016 36.18 AP 6 Vengalarayasagaram 20 –01-2016 36.18 AP 7 Vattivagu 20 –01-2016 36.18 TS 8 Thaliperu 20 –01-2016 36.18 TS 9 Sathnala 20 –01-2016 36.18 TS 10 Musi 20 –01-2016 36.18 TS Medium Irrigation Projects - Telangana State Sl. Name of the Name of the Project No. District 1 Musi Project Nalgonda 2 Peddavagu Project Khammam 3 Sathnala Project Adilabad 4 Thaliperu Project Khammam 5 Vattivagu Project Adilabad Medium Irrigation Projects - Andhra Pradesh Sl. Name of the Name of the Project No. District 1 Guntur Channel Project Guntur 2 Rallapadu Project Prakasam 3 Thatipudi Project Vizianagaram 4 Torrigedda Project East Godavari 5 Vengalarayasagaram Project Vizianagaram Locations of Ten Medium Irrigation Projects Dr. B. Krishna Rao Director (Agriculture& Research) Telangana State Andhra Pradesh Team Team K. Sunitha A. Sailaja (DEE) (ADA) A. Srinivas Goud V. Anil Kumar Reddy (AEE) (AEE) H. Sandeep K. Sushanth B. Sumanth Reddy P. Sravanthi (RA) Ch. Krishna (RA) (SRF) Reddy (SRF) (SRF) Planning workshops S. No. Name of the Project Date of Planning No. of Officials Workshop Attended 1 Rallapadu 23 – 01 - 2016 19 2 Peddavagu 23 – 01 - 2016 3 Musi 19 – 04 - 2016 4 Vattivagu 19 – 04 - 2016 35 5 Thaliperu 19 – 04 - 2016 6 Sathnala 19 – 04 - 2016 7 Torrigadda 20 – 04 - 2016 8 Thatipudi 20 – 04 - 2016 26 9 Guntur Channel 20 – 04 - 2016 10 Vengalarayasagaram 20 – 04 - 2016 Workshops at WALAMATARI Project visit & Stakeholder Workshops S.No Name of the Project Date of Project Visit and Venue Stakeholder Workshops 1 Rallapadu 9th &10th, February, 2016 Kandukuru, AP 2 Peddavagu 23rd & 24th , February, 2016 Gummadivalli, TS 3 Guntur Channel 9th &10th, June, 2016 Lam Farm, AP 4 Sathnala 20th & 21st , June, 2016 Adilabad, TS 5 Musi 27th & 28th , June, 2016 Suryapet, TS 6 Vattivagu 4th & 5th , July, 2016 Asifabad, TS 7 Vengalarayasagaram 18th & 19th , July, 2016 Makkuva, AP 8 Thatipudi 20th & 21st , July, 2016 Vizianagaram, AP 9 Torrigadda 25th & 26th , July, 2016 Seethanagaram, AP 10 Thaliperu 3rd & 4th , August, 2016 Cherla, TS Visit to various projects Visit to various projects Stakeholder Workshops Stakeholder Workshops Water Use Efficiency (WUE) Measures S. No WUE Measure 1 Reservoir Efficiency 2 Conveyance Efficiency 3 On-Farm Application Efficiency 4 Drainage Efficiency 5 IPU and IPC S. No Studies/ Experiment Use of Study 1 Canal Gauging Study Conveyance Efficiency 2 Ponding Method in Branch Watercourse Conveyance Efficiency (seepage losses) 3 Infiltration Study OFAE 4 Percolation Study OFAE 5 Sprinkler Experiment OFAE 6 Drip Experiment OFAE 7 On farm Application Study OFAE 8 Crop Ground Truth Survey (Kharif and Rabi) Crop Classification (Cropped Area) 9 Canal Network - 10 Command Boundary Delineation - 11 Socio-Economic Survey Annexure- A 12 Water Sample Collection To assess Water Quality Matrix form of project area Reservoir Efficiency • Inflows (Inflows+ Rainfall) • Outflows (Withdrawals, Spill over, Drinking, Data Evaporation, Seepage) Required • Storage levels • Outflows (Withdrawals, Spill over, Drinking Reservoir etc.,) • Storage levels Efficiency Reported • Inflows • Water Spread Area • Reservoir Filling Efficiency Calculated Maximum live storage attained in the Reservoir Filling Efficiency = reservoir in a particular year The designed Live Storage of Reservoir •Evaporation data is taken from Nearest Station • Seepage is taken from Journal (Standards for Seepage loss in Ponds and Reservoir) Methodology for Water Spread Area Water spread area is a major factor for calculating the seepage and evaporation losses in the reservoir. It can be estimated by analyzing the areal spread of the reservoir at different elevation over a period of time using satellite image data. 22-02-2014 (LC08_L1TP_141047_20140222_20170425_01_T1) Path – 141 Row – 47 Water Spread Area and Capacity of Thatipudi Reservoir in Different Dates of Satellite pass Date of Elevation Area Capacity Capacity S. No. Satellite (Ft) (Km2) (Mcft) (Mm3) Pass 1 06.02.2008 292.0 9.1977 2750.0 77.8716 2 03.06.2010 265.8 3.7805 690.0 19.5387 3 03.04.2011 294.4 9.4436 3000.0 84.950 4 06.06.2011 293.0 9.2251 2850.0 80.703 5 26.09.2011 294.6 9.5305 3025.0 85.6588 6 28.10.2011 291.9 9.009 2740.0 77.5885 7 11.02.2013 295.1 9.604 3087.5 87.4286 8 15.09.2013 287.5 8.2816 2300.0 65.129 9 22.02.2014 292.5 9.225 2800.0 79.2875 10 10.03.2014 291.8 8.8402 2730.0 77.3053 11 11.04.2014 290.2 8.728 2570.0 72.774 12 13.05.2014 288.0 8.5638 2350 66.5449 Conveyance Efficiency Studies done for calculating Conveyance Efficiency 1. Canal gauging Study 2. Seepage losses by Inflow- Outflow Method in Main course 3. Seepage losses by Ponding Method in Branch Watercourse 1. Canal Gauging study OBJECTIVE The main objective of conducting Canal Gauging study is to find the carrying capacity of the canal. • As per guidelines of CWC, 10 % of the total length of main canals, distributaries and minors were selected. • Project the study was carried out for 2 times in the crop season. The criteria for selection of representatives of study area are shown in below: ❖No weed growth ❖ No curvatures ❖ No drawers ❖ Regular section ❖ weed and silt should be removed at least 10m on both sides of the selected point VELOCITY MEASUREMENTS BY CURRENT METER ❖ Wading (When depth and Velocity Permits) method VELOCITY MEASUREMENTS BY CURRENT METER ❖ Measurement through Boat VELOCITY MEASUREMENTS BY CURRENT METER ❖ Measurement with a support of Bridge VELOCITY MEASUREMENTS BY CURRENT METER ❖ Procedure: Measure the width of the water surface and divide the stream into number of verticals/compartments VELOCITY MEASUREMENTS BY CURRENT METER Measuring Depth Across the section Spin Checking Positioning the Current meter Counter Setting Status of Canal Gauging Studies for 10 projects S.No Name of the Status of the study in Status of the study in Project 2016-17 2017-18 1 Rallapadu No Water in the Reservoir No water in the Reservoir 2 Peddavagu Completed Completed 3 Guntur Channel Completed Completed 4 Sathnala Completed Completed 5 Musi Completed Completed 6 Vattivagu Completed Completed 7 Vengalarayasagar Completed Completed 8 Thatipudi Completed Completed 9 Torrigadda Completed Completed 10 Thaliperu Completed Completed 2.Seepage losses study using Inflow-Outflow Method ❖ Seepage losses are calculated by measuring the inflow, outflow and evaporation losses of each selected canal segment. ❖ Seepage losses = Inflow-Outflow-Evaporation losses 3.Seepage losses study using Ponding Method ❖Method of bund formation Measuring water depths and water surface widths Status of Seepage Study for 10 Projects S.No Name of the Project Status of the study 1 Rallapadu Completed 2 Guntur Channel Completed 3 Vengalarayasagar Completed 4 Thatipudi Completed 5 Torrigadda Completed 6 Musi Completed 7 Vattivagu Completed 8 Sathnala Completed 9 Peddavagu Completed 10 Thaliperu Completed On-Farm Application Efficiency Infiltration study Objective: The main objective of using Infiltrometer is to measure the rate of water infiltrated into soil or other porous media. Status of Infiltration Studies for 10 Projects S.No Name of the Project Status of the study 1 Rallapadu Completed 2 Peddavagu Completed 3 Guntur Channel Completed 4 Sathnala Completed 5 Musi Completed 6 Vattivagu Completed 7 Vengalarayasagar Completed 8 Thatipudi Completed 9 Torrigadda Completed 10 Thaliperu Completed Percolation study Objective To determine the percolation losses in the Paddy fields using Bowman tubes in the command area of the project. Calculation Percolation losses + evaporation losses = H4-H1 (in cm) H1 H 2 H3 H 4 Where Bowman tube H1-water level in the Bowman tube on 1st day H2-water level in the Bowman tube on 2nd day H3-water level in the Bowman tube on 3rd day H4-water level in the Bowman tube on 4th day Status of Percolation Studies for 10 Projects S.N Name of the Project Status of the study Remarks o 1 Rallapadu Completed - 2 Guntur Channel Completed - 3 Vengalarayasagaram Completed - 4 Thatipudi Completed - 5 Torrigadda Completed - 6 `Musi Completed - 7 Vattivagu Completed - 8 Sathnala - No Paddy field 9 Peddavagu Completed - 10 Thaliperu Completed - Sprinkler and Drip Experiment ❖As per guidelines, data for 10 % of representative area under Sprinkler or Drip irrigation system under command area is collected Status of Sprinkler and Drip Studies for 10 Projects S.No Name of the Project Status of the study Remarks 1 Rallapadu Completed - 2 Guntur Channel Completed - 3 Vengalarayasagaram Completed - 4 Thatipudi Completed - 5 Torrigadda Completed - 6 `Musi Completed - 7 Vattivagu Completed - 8 Sathnala Completed - 9 Peddavagu Completed - 10 Thaliperu Completed - IPC and IPU Objective: ❖To analyse this, 10 years data of IPC and IPU, crop and cropping pattern data is collected from Project authorities and line departments and it is found that cropped area in IPO-9 and in IPO-13 are not realistic. ❖To get the actual picture of the cropped area in the command of the project, the satellite data is used, with the help of National Remote Sensing Centre (NRSC) as satellite data gives more authentic information. Cropped area, Crop Classification and Crop Condition 25 oct 2016 10 nov 2016 26 nov 2016 Kharif Crop Classification 2016-2017 for Thatipudi Project S. Name of No. of points No. of points No the Project collected collected
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