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Shrivastava, R. N.
- Quaternary Geology and Morphotectonic Evolution of the Lower Sind Basin, Marginal Gangetic Plains, M.P. and U.P.
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Authors
Affiliations
1 Geological Survey of India, E/5, Arera Colony, Bhopal - 462 016, IN
1 Geological Survey of India, E/5, Arera Colony, Bhopal - 462 016, IN
Source
Journal of Geological Society of India (Online archive from Vol 1 to Vol 78), Vol 43, No 6 (1994), Pagination: 677-684Abstract
The lower reaches of the Sind River, a tributory of the Yamuna, exhibits a thick accumulation of Quaternary alluvium deposited by the ancient river system of the Ganga and the present Sind River. The alluvial sequence comprises the Older Alluvium and the Younger Alluvium which are divisible into three lithostratigraphic units, viz., the Gohad-Mau-Mihona Formation, the Bera (Sijroli) Formation, and the Sind Formation. Six geomorphic units, namely, the Denudational Hill, the Jaswantnagar Surface, the Gohad-Mau-Mihona Surface, the Bera (Sijroli) Surface, the Sind Surface, and the Ravinous Tract are identified in the study area between 270 m and 100 m above MSL. The alluvial surfaces, constituting the fluvial terraces and the recent floodplains, reflect a complex process of aggradation and down cutting by the rivers during the morphotectonic evolution of the basin in Late-Quaternary and Recent period. Evidences of two episodes of neotectonism, which could be genetically related to the Himalayan orogenic movements of Late Pleistocene-Holocene period, are identified in the area of study.Keywords
Geomorphology, Quaternary Geology, Neotectoonics, Madhya Pradesh, Uttar Pradesh.- Evaluation of Performance Indicators for Canal Command Area of Samrat Ashok Sagar Project Vidisha District M.P.
Abstract Views :176 |
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Authors
Affiliations
1 Department of Soil and Water Engineering, Jawaharlal Nehru Krishi Vishwa Vidyalaya, Jabalpur (M.P.), IN
1 Department of Soil and Water Engineering, Jawaharlal Nehru Krishi Vishwa Vidyalaya, Jabalpur (M.P.), IN
Source
International Journal of Agricultural Engineering, Vol 11, No 1 (2018), Pagination: 244-248Abstract
The existing irrigation system of right bank canal including the canal water distribution, irrigation supplied, crop yield, water used and water productivity was evaluated on the basis on Nelson’s parameters. These indicators was found as Tail end supply ratio:0.71, delivery timeliness ratio: 0.75 carrying capacity ratio: 0.79 and fee collection performance: 0.35 for Canal Command Area of Samrat Ashok Sagar Project Vidisha district M.P. Tail end ratio value 0.71 indicated that water supply in the head and tail was almost in satisfactory range. It was also observed that tail end water supply was sufficient for 80 days only out of 112 days of canal operation. Delivery timeliness ratio (0.75), carrying capacity ratio (0.79), poor structure ratio (0.00), fee collection (0.35), Manpower numbers ratio (0.003), sustainability of irrigated area ratio (1.16) and area infrastructure ratio (301.62) were calculated tail end supply ratio was not found within the preference range this indicates that amount water reaching to tail end is not satisfactory and requires proper planning. Similarly fee collection ratio was also found poor and needs improvement. The values of other water delivery indicators was found within reference range and hence, declared satisfactory.Keywords
Performance Indicator, Canal Irrigation Performance, Water Management, Water Productivity, Water User Association.References
- Anonymous (2016). Annual Report of Samrat Ashok Sagar Project, Irrigation department Vidisha Madhya Pradesh, pp.123.
- Burton, M., Molden, D. and Skutsch, J. (2000). Benchmarking irrigation and drainage system performance.Position paper, IPTRID-FAOWORLDBANK, Working Group on Performance Indicators and Benchmarking, Report on a Workshop, 3-4 August, FAO, Rome, Italy.
- Chouhan, S.S. (2009). Studies on irrigation performance in initial reach of Left Bank Canal network of Rani Avanti Bai Sagar Irrigation Project. M.Tech Thesis, Jawaharlal Nehru Krishi Vishwa Vidyalaya, Jabalpur, M.P. (India).
- Molden, D.J., Sakthivadivel, R., Perry, C.J. and Fraiture, C. (1998). Indicators for comparing the performance of irrigated agricultural systems. IWMI Research Report No. 20.
- Nelson, D.E. (2000). Performance indicator for irrigation canal command managers of water user association, 18th International Congress on Irrigation & Drainage, Montreal, 1(B):1-12.
- Rodriguez-Diaz, J.A., Poyato, E.C., Lopez, L.R. and Perez-Urrestarazu, L. (2008). Benchmarking and multivariate data analysis techniques for improving the efficiency of irrigation districts: an application in Spain. Agric. Syst., 96: 250-259.
- Water Resource Development Plan for Dindori:A Tribal District
Abstract Views :194 |
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Authors
Affiliations
1 Department of Soil and Water Engineering, College of Agricultural Engineering, Jawaharlal Nehru Krishi Viswa Vidyalaya, Jabalpur (M.P.), IN
1 Department of Soil and Water Engineering, College of Agricultural Engineering, Jawaharlal Nehru Krishi Viswa Vidyalaya, Jabalpur (M.P.), IN
Source
International Journal of Agricultural Engineering, Vol 11, No 2 (2018), Pagination: 314-319Abstract
Dindori is a trible district of Madhya Pradesh situated in Upper Narmada Basin. The district is far away from agricultural development. Only traditional farming with limited irrigated area (1.2%) is being practiced. In order to improve this situation a detailed water resource plan is prepared as water is the key resource. First net availability of ground water is estimated and possible numbers of ground water structures are worked out and resulting increase in irrigated area is also determined. Similarly the surface water resources are also taken in account. Looking to all this suitable changed cropping pattern for the district is also suggested. In order to recharge ground water possible location for recharge structures are found out for each block of the district as per CGWB guide lines.Keywords
Water Resource, River Basin, Ground Water, Surface Water, Ground Water Potential, Irrigation Intensity, Ground Water Recharge, Ground Water Structure, Ground Water Development, Water Resource Planning.References
- Anonymous (1987). Water Resources of India, Central Water Commission, New Delhi, India.
- Anonymous (1990). Madhya Pradesh Irrigation Statistics: District Mandla, Department of Water Resources Development, Govt. of M.P. Bhopal.
- Anonymous (1994). Ground Water Resources and Development Prospects of M.P. Central Ground Water Board, North Central Region. Bhopal.
- Anonymous (2002a). “National Water Policy”, Ministry of Water Resources, Govt. of India, New Delhi, pp. 10.
- Anonymous (2002b). Master Plan for Artificial Recharge: Central Ground Water Board, Ministry of Water Resource Development, GOI, New Delhi, India.
- Anonymous (2008). Present Status of Major Irrigation Project in M.P., Department Water Resource Development, Govt. of M.P., Bhopal.
- Anonymous (2009). District Statistical Book: District Dindori, Govt. of M.P., India.
- C.G.W.B.(1994). Ground Water Resources of M.P.: Central Ground Water Board, North Central Region, Bhopal, India.
- G.E.C. (1984). Report of Ground Water Estimation Committee, Ministry of Water Resources, Govt. of India, New Delhi, India.
- G.E.C. (1997). Report of Ground Water Estimation Committee, Ministry of Water Resources, Govt. of India, New Delhi, India.
- GoMP (2003). State Water Policy, Water Resources Department, Govt. of M.P., Bhopal, India.
- GEC (2009). Report of the Ground Water Resource Estimation Committee, Ministry of Water Resources Government of India, New Delhi, India.
- Jat, M.L., Jain, P.M., Sharma, S.K. and Jain, L.K. (2009). Water resources management in a water deficit state. J. I.W.R.S., 29 (3) : 21-30.
- Jain, R.C. and Sinha, A.K. (2010). Sustainable management of the water stressed Aquifers in Sabarmati Basin. J. I.W.R.S., 11 : 21-30.
- Khepar, S.K. and Chaturvedi, M.C. (1982). Optimum Cropping and Ground Water Management. Water Resources Bull., 18 (4): 655-660.
- Nema, R.K., Hardaha, M.K., Kale, V.S. and Sharma, S.K. (1988). Water Balance study in a small ground water basin: India J. Dryland Agri. Res. & Dev., 3(2) : 182-192.
- Parmar, B.J. and Gulati, O.T. (2005). Sustainable water resources development through integrated river basin management on Sabarmati river basin of India, http/www.oieau.fr/ciedd/contributions/atriob/ateliorriobfr.
- Seth, N.K. (1991). Water management plan for a minor irrigation project. Ph.D. Thesis, Division of Agricultural Engineering, IIT, Kharagpur, West Bengal (India).
- Effects of Treated Wastewater and Fresh Water on Growth and Yield of Tomato (Lycopersicon esculentum)
Abstract Views :199 |
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Authors
Affiliations
1 Department of Soil and Water Engineering, College of Agricultural Engineering, Jawaharlal Nehru Krishi Vishwa Vidyalaya, Jabalpur (M.P.), IN
2 Jain Irrigation Systems Ltd. Agripark at Jain Hills, Jalgaon (M.S.), IN
3 Department of Plant Protection, Directorate of Extension Services, Jawaharlal Nehru Krishi Vishwa Vidyalaya, Jabalpur (M.P.), IN
1 Department of Soil and Water Engineering, College of Agricultural Engineering, Jawaharlal Nehru Krishi Vishwa Vidyalaya, Jabalpur (M.P.), IN
2 Jain Irrigation Systems Ltd. Agripark at Jain Hills, Jalgaon (M.S.), IN
3 Department of Plant Protection, Directorate of Extension Services, Jawaharlal Nehru Krishi Vishwa Vidyalaya, Jabalpur (M.P.), IN
Source
International Journal of Agricultural Engineering, Vol 12, No 1 (2019), Pagination: 136-141Abstract
Study was conducted to examine the effects of two sources of water on the growth of tomato (Lycopersicon esculentum) at Maharashtra in Jalgaon district. The sources of irrigation water were: treated wastewater and fresh water. The quality of these sources was monitored for a period of three months (2017). Samples from both of the source taken were sent to the laboratory for analysis. Each water source was used to irrigate tomatoes planted in the field using split plot design (SPD) as the experimental design for a period of three month. The treatments were two (treated wastewater and fresh water) with three replications. During the growing period, soil fertility status was monitored for a period of three months. During this period, plant height, number of flowers and fruits were determined. Here results shows that treated wastewater was also used for irrigation purpose and get 01-05 per cent less yield as compared to fresh water yield. So the wastewater with appropriate plant protection measures was found suitable for irrigation of tomato crop.Keywords
Tomato, Treated Wastewater, Fresh Water, Growth , Yield.References
- APHA (1990). Standard methods for the examination of water and wastewater. 15th Ed., APHA, Washington, DC., pp: 1000.
- Boamah, P. (2004). The use of three sources of water to irrigate tomato. Project Work Submitted to the Department of Agric Engineering, School of Agriculture, University of Cape Coast, South Africa.
- Boamah, O.P., Sam-Amoah, L. K. and Onumah, J. (2011). Effect of salinity level of irrigation water on the yield of tomato. ARPN J. Agric. & Biological Sci., 6 (8) : 49-53.
- Hamilton, D.L., Brockman, R.P. and Knipfer, J.E. (1984). The agricultural use of municipal sewage. Can. J. Physiol. Pharm., 62 : 1049–1055.
- Malash, N., Flowers, T.J. and Ragab, R. (2005). Effect of irrigatin systems and water management practices using saline and non-saline water on tomato production. Agric. Water. Manage., 78: 25-38.
- Qasem, J.M. and Judah, O.M. (1985). Tomato yield and consumption use under different quality water and using plastic mulch. Dirasat, 12 : 23-33.
- WEBLOGRAPHY
- Wastewater Reuse For Agriculture (2003). http://siteresources.worldbank.org/INTWRD/864188117104593314 5/21215854/WasteWater_reuse_for_agriculture.pdf.