ISBN: 9783659460685 - modeling land use change and runoff for chaka block, uttarapradesh (5 resultados)

Taschenbuch. Condición: Neu. Modeling Land Use Change and Runoff for Chaka Block, Uttarapradesh | Ravindra Yaligar (u. a.) | Taschenbuch | 84 S. | Englisch | 2015 | LAP LAMBERT Academic Publishing | EAN 9783659460685 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. …

Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This study aims to determine land use change and runoff using the USDA Soil Conservation Service curve number (SCS-CN) method for Chaka block, located at 24o 47'00'N to 25o 47'00'N North latitude and 81o 19'00'E to 82o 21'00'E longitude, situated at Allahabad district, Uttar Pradesh .Antecedent moisture content (AMC) was calculated by taking preceding five days rainfall which gave three conditions AMC I, AMC II and AMC III. Weighted Curve Number for the entire selected micro-watershed was calculated based on site information of the block and found to be 78 for AMC II. The CN values corresponding to AMC I and AMC III were 59.82 and 89.08 respectively. The runoff for each storm events was estimated following Curve Number method and it is found that among the selected storm events maximum rainfall of 203 mm occurred in September 1, 2000 generating 169.89 mm of runoff. Runoff volume of the micro-watershed for each storm events were also calculated and maximum runoff is found is 26.09 million m . This value will be useful for design of soil and water conservation structures in block. The simulation of runoff events it is observed that the value of estimated runoff and simulated runoff 84 pp. Englisch.…

Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This study aims to determine land use change and runoff using the USDA Soil Conservation Service curve number (SCS-CN) method for Chaka block, located at 24o 47'00'N to 25o 47'00'N North latitude and 81o 19'00'E to 82o 21'00'E longitude, situated at Allahabad district, Uttar Pradesh .Antecedent moisture content (AMC) was calculated by taking preceding five days rainfall which gave three conditions AMC I, AMC II and AMC III. Weighted Curve Number for the entire selected micro-watershed was calculated based on site information of the block and found to be 78 for AMC II. The CN values corresponding to AMC I and AMC III were 59.82 and 89.08 respectively. The runoff for each storm events was estimated following Curve Number method and it is found that among the selected storm events maximum rainfall of 203 mm occurred in September 1, 2000 generating 169.89 mm of runoff. Runoff volume of the micro-watershed for each storm events were also calculated and maximum runoff is found is 26.09 million m . This value will be useful for design of soil and water conservation structures in block. The simulation of runoff events it is observed that the value of estimated runoff and simulated runoff.…

Kartoniert / Broschiert. Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Yaligar RavindraRavindra YaligarB.Tech Agricultural Engineering, UAS, Raichur, India. M.Tech Soil and Water Conservation Engineering, SHIATS, Allahabad, India.This study aims to determine land use change and runoff using the USDA. …

Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This study aims to determine land use change and runoff using the USDA Soil Conservation Service curve number (SCS-CN) method for Chaka block, located at 24o 47'00'N to 25o 47'00'N North latitude and 81o 19'00'E to 82o 21'00'E longitude, situated at Allahabad district, Uttar Pradesh .Antecedent moisture content (AMC) was calculated by taking preceding five days rainfall which gave three conditions AMC I, AMC II and AMC III. Weighted Curve Number for the entire selected micro-watershed was calculated based on site information of the block and found to be 78 for AMC II. The CN values corresponding to AMC I and AMC III were 59.82 and 89.08 respectively. The runoff for each storm events was estimated following Curve Number method and it is found that among the selected storm events maximum rainfall of 203 mm occurred in September 1, 2000 generating 169.89 mm of runoff. Runoff volume of the micro-watershed for each storm events were also calculated and maximum runoff is found is 26.09 million m . This value will be useful for design of soil and water conservation structures in block. The simulation of runoff events it is observed that the value of estimated runoff and simulated runoffVDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 84 pp. Englisch.…