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Mudgal, B. V.
- Impact of Domestic and Industrial Effluent Discharge on the Tank Ecosystem in Pallipattu Block, Tamil Nadu, India
Abstract Views :234 |
PDF Views:84
Authors
Affiliations
1 Centre for Water Resources, Anna University, Chennai 600 025, IN
2 M.S. Swaminathan Research Foundation, Chennai 600 113, IN
1 Centre for Water Resources, Anna University, Chennai 600 025, IN
2 M.S. Swaminathan Research Foundation, Chennai 600 113, IN
Source
Current Science, Vol 113, No 01 (2017), Pagination: 94-102Abstract
The impact of untreated effluent from dye industries and domestic sewage that are discharged into the irrigation tank in Pandravedu village in South India was assessed through physico-chemical analysis of water samples and focus group discussion with the community. Thirty-six samples were collected from the study area across three seasons and analysed in the laboratory. The irrigation water quality indices computed indicated that the levels of sodium, salinity and hardness exceeded the permissible limits of irrigation standards. Consequently, rice yield had reduced by 40% in the region, thereby affecting the livelihood of the farmers. The colour of fishes in the tank also changed and their consumption contributed to health-related issues in the village.Keywords
Domestic Sewage, Integrated Effluent, Irrigation Tanks, Water Quality.References
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- Control of an Irrigation Branch Canal using Model Predictive Controller
Abstract Views :171 |
PDF Views:80
Authors
Affiliations
1 Saveetha Engineering College, Anna University, Chennai 602 105, IN
2 Centre for Water Resources, Anna University, Chennai 600 025, IN
3 Smarta Opti Solutions, Chennai 600 073, IN
4 Public Works Department, Coimbatore 641 001, IN
1 Saveetha Engineering College, Anna University, Chennai 602 105, IN
2 Centre for Water Resources, Anna University, Chennai 600 025, IN
3 Smarta Opti Solutions, Chennai 600 073, IN
4 Public Works Department, Coimbatore 641 001, IN
Source
Current Science, Vol 118, No 8 (2020), Pagination: 1255-1264Abstract
Sustainable use of the available water resource is an important challenge for food security. An irrigation canal system consists of a number of pools connected to each other by control structures. Unsteady flow Saint-Venant equations are used to model the flow in the canal system and these equations are solved using implicit finite difference methods. The canal system is represented as linear time invariant system and the resulting equations are the dynamic equations in state space form. These linearized equations are modelled in Matlab® environment. The control strategy adopted in this research is the downstream control method of operation and the control structures adopted are radial gates and modified radial gates. The unsteady flow model is applied to the chosen study area and the results obtained from the model are used to simulate the dynamics of the canal system using model predictive controller toolbox. The results show that any closed loop controller will work efficiently with the hydraulic model developed.Keywords
Finite Difference, Irrigation Channels, Linear Time Invariant, Model Predictive Controller, Unsteady Flow.References
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- Xu, M., Model predictive control of an irrigation canal using dynamic target trajectory. J. Irrig. Drain. Eng., 2016, 143(3), B4016004.
- Menon, J. and Mudgal, B. V., Experimental determination of contraction coefficient and velocity coefficient for radial gates with elliptical lips. Sadhana-Acad Proc. Eng. Sci., 2018; https://doi.org/10.1007/s12046- 018-0818-x.
- Chaudhry, M. H., Open-channel flow, Springer Science and Business Media, 2007, pp. 333–339.
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