scholarly journals Performance Evaluation of Subsurface Drainage System with Reference to Water Table Response in Aduthurai, Tamil Nadu, India

2017 ◽  
Vol 24 (1) ◽  
pp. 1-8
Author(s):  
M Punitha ◽  
R Rajendran
Author(s):  
Rahul Patil ◽  
P. Balakrishnan ◽  
U. Satish Kumar ◽  
G.V. Srinivasa Reddy ◽  
A.S. Channabasavanna ◽  
...  

2019 ◽  
Vol 11 (3) ◽  
pp. 724-731
Author(s):  
Shrimant Rathod ◽  
Sudhir Dahiwalkar ◽  
Sunil Gorantiwar ◽  
Mukund Shinde

An estimation of optimal design parameters of subsurface drainage system through monitoring of water table depths and drain discharges are expensive in terms of time and money. The simulation modeling is an effective tool for estimation of drainage design parameters at less cost and short time. In view to this, calibration of DRAINMOD model for prediction of water table depths and drain discharges were conducted by installing subsurface drainage system with 40 m drain spacing and 1.0 m drain depth at Agricultural Research Station, Kasbe Digraj, Dist. Sangli (Maharashtra) during 2012-13 to 2013-14. The field data on water table depth and drain discharge were used for calibration of DRAINMOD model. The input data files on climatic, soil, crop and drainage design system parameters were attached to DRAINMOD model and calibrated successfully. It is found that both observed and simulated water table depths and drain discharges showed a fluctuating trend and predicted both water table depths and drain discharges closely with the observed values during frequent rainy days and following the rainy days. The DRAINMOD model reliably predicted water table depths with a goodness of fit (R2 = 0.97), MAE (12.23 cm), RMSE (15.49 cm) and CRM (0.05); drain discharges with R2 of  0.93, MAE of 0.095 mm day-1, RMSE of 0.1876 mm day-1and CRM of 0.04. Thus, the calibrated DRAINMOD model can be used to simulate the water table depths and drain discharges in semi-arid climatic conditions of Maharashtra and in turn to estimate and evaluate drain spacing and depth.


2021 ◽  
Vol 108 (March) ◽  
pp. 1-7
Author(s):  
Kathirvel L ◽  
◽  
Manikandan M ◽  
Raviraj A ◽  
Baskar M ◽  
...  

Inadequate natural drainage facilities and flat lands causes, some of the Cauvery river basin command are suffering waterlogging and alkalinity problems during the canal water supply and period of excess rainfall. Subsurface drainage system is the method to lower the depth to groundwater level below the root zone and creates a favorable environment for crop growth. A study aimed to evaluate the performance of the parallel pipe subsurface system installed in farmers’ field at Sembari village, Lalgudi Taluk, Trichy District, Tamil Nadu in a waterlogged paddy field from October 2020 to February 2021. The field experiment was conducted with the combination of three lateral drain spacing (7.5, 10.0 and 12.5 m) and two drain depths (60 and 80 cm). 63 mm PVC perforated pipes wrapped with coir envelope were laid as lateral drains at a grade 0.3%. Inspection chambers connected with collector drains laid at a grade of 0.6% were used to measure the drain water discharge, observation wells installed midway between lateral pipes drains were used for measuring the depth to groundwater level. Hydraulic properties of soil, depth to water level, discharge collected in drain pipe were used as evaluation parameters. This study revealed that soil hydraulic conductivity had been increased to 30%, pH, EC and ESP has been reduced to 12, 54 and 20%, respectively. The system has performed well to alleviate the waterlogged condition in 7.5 m lateral drain spacing and 80 cm drain depth treatment by observing the higher rate of decrease in depth to water of 0.3 to 0.4 m and a drainage coefficient of 0.069 to 0.29 cm/day.


Author(s):  
Shrikanta gouda ◽  
B.S. Polisgowdar ◽  
M.S. Ayyangowdar ◽  
M. Nemichandrappa ◽  
J. Vishwanath ◽  
...  

2003 ◽  
Vol 2003 (1) ◽  
pp. 1027-1033
Author(s):  
Artur Cezar Bastos Neto ◽  
Nelson Oswaldo Luna Caicedo ◽  
Clarissa Lovato Melo ◽  
Alexandra Finott

ABSTRACT This paper presents the results of the evaluation of contamination in the Saldanha Creek basin, caused by an oil spill at Refinaria Presidente Getúlio Vargas belonging to PETROBRAS, in Araucária – state of Paraná, which occurred on July 16, 2000. The oil reached Saldanha stream following 4 distinct paths and, over its course, overflowed the canal banks contaminating a total of 17.70 hectares of existing wetlands. The oil infiltration into the subsoil occurred in two main areas: (1) around the scraper, which is where most of the oil was infiltrated (approximately 43,000 liters of oil in free phase); (2) in Wetland 4, where the contaminant is mainly adsorbed to the soil particles. The characteristics of the former favor the implementation of a subsurface drainage system, with an oil separator. In the second, flooding the area would allow the removal of part of the contaminant by a difference of density, and part with a reactive barrier to which the groundwater flow would be induced.


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