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http://krishi.icar.gov.in/jspui/handle/123456789/49835
Title: | Land Resource and Hydrological Inventory of Shivpur Sub-watershed for Watershed Planning and Development Koppal Taluk, Koppal District, Karnataka (AESR 3.0) |
Other Titles: | Not Available |
Authors: | Rajendra Hegde, K.V. Niranjana, S. Srinivas, B.A. Dhanorkar, R.S.Reddy and S.K. Singh |
ICAR Data Use Licennce: | http://krishi.icar.gov.in/PDF/ICAR_Data_Use_Licence.pdf |
Author's Affiliated institute: | ICAR::National Bureau of Soil Survey and Land Use Planning |
Published/ Complete Date: | 2019-12-31 |
Project Code: | Not Available |
Keywords: | Details of Hydrology, Rainfall and evaporation characteristics, Budyko curve, Water budget Rain water harvesting – Sujala-III Project. |
Publisher: | ICAR::National Bureau of Soil Survey and Land Use Planning, Regional Centre, Bengaluru & Watershed Development Department, Government of Karnataka (Sujala-III Project) |
Citation: | Rajendra Hegde, K.V. Niranjana, S. Srinivas, B.A. Dhanorkar, R.S.Reddy and S.K. Singh (2019). “Land Resource and Hydrological Inventory of Shivpur Sub-watershed (SWs) for Watershed Planning and Development, Koppal Taluk, Koppal District, Karnataka”, Sujala SWs-LRI Atlas No.53, ICAR – NBSS & LUP, RC, Bangalore. p.39. |
Series/Report no.: | 53; |
Abstract/Description: | The average annual rainfall of 631 mm in the Shivpur sub-watershed as recorded from the Hitnal station data by KSNDMC. 71%, 16% and 14% of the annual rainfall occurs during kharif, rabi and summer seasons respectively and exhibited a higher temporal variability. The evapotranspiration estimation tool developed indicates that the watershed water balance is in deficit. The cropping & irrigation choices are inappropriate and needed to be altered. The estimated runoff available to use is 108 mm for an average annual rainfall of 750 mm (2009-2017). The utilizable groundwater is 31 mm (70% of 44 mm recharge estimated). This means the total available water resource combining the soil moisture store for kharif & rabi (106 mm) and utilizable runoff plus recharge is 245 (=106+31+108) The average actual evapotranspiration estimated in the watershed based on the current land use and irrigation practices for the kharif and rabi seasons is 619 mm. Hence the amount of water use for kharif and rabi seasons may be estimated as 774 mm (i.e 125% of AET). This demand for the two seasons is higher by 529 mm, i.e. (774-245). The AET in June-Sept months is 77% of rainfall. Hence, there is a good opportunity to harvest the excess water through watershed management practices for utilizing during rabi season. The total number of wells present in Shivapur Sub-watershed as per LRI data are 15 (9-Borewells & 6-Open wells). The groundwater level was found from the data obtained from KSNDMC for the nearest station Chikkabenakanal. Deepest levels were found in 2017. |
Description: | Not Available |
ISSN: | Not Available |
Type(s) of content: | Project Report |
Sponsors: | Watershed Development Department, Government of Karnataka (World Bank Funded) Sujala –III Project. |
Language: | English |
Name of Journal: | Not Available |
Volume No.: | Not Available |
Page Number: | p. 39 |
Name of the Division/Regional Station: | ICAR::National Bureau of Soil Survey and Land Use Planning, Regional Centre, Bengaluru. |
Source, DOI or any other URL: | Not Available |
URI: | http://krishi.icar.gov.in/jspui/handle/123456789/49835 |
Appears in Collections: | NRM-NBSSLUP-Publication |
Files in This Item:
File | Description | Size | Format | |
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53_Shivpur_4D3A9F_SWS_LRI Atlas.pptx.pdf | 20.69 MB | Adobe PDF | View/Open |
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