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Porey, P. D.
- One-Dimensional Hydrodynamic Modelling of Flooding and Stage Hydrographs in the Lower Tapi River in India
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PDF Views:87
Authors
Affiliations
1 Department of Civil Engineering, S.V. National Institute of Technology Surat, Surat 395 007, IN
1 Department of Civil Engineering, S.V. National Institute of Technology Surat, Surat 395 007, IN
Source
Current Science, Vol 106, No 5 (2014), Pagination: 708-716Abstract
The present study addresses the simulation of floods for the years 2003 and 2006 and the development of stage-discharge relationship along the lower Tapi River in India. The river network and cross-sections, for the present study, were extracted from the fieldsurveyed contours of the Tapi River. Using the aforesaid geometry and hydrological data, supplied by the stakeholders, the MIKE 11 hydrodynamic model was calibrated for the 1998 flood using releases from the Ukai Dam (flood hydrograph) and the tidal water level in the Arabian Sea as the upstream and downstream boundary conditions respectively. The calibrated model was validated using low- and high-flood data of the years 2003 and 2006 respectively. The time series of the simulated flood levels were compared with the corresponding observed values at four intermediate gauging stations: Kakrapar Weir, Mandavi Bridge, Ghala village and the Surat city (Nehru Bridge). The model performance was also evaluated using the standard performance index (i.e. ischolar_main mean square error) and was found to be reasonably satisfactory for such a data-scarce region. The rating curves (i.e. stage-discharge relationship) were also developed from the aforesaid calibrated model which would be useful in flood forecasting and development of flood protection measures along the lower Tapi River.Keywords
Flood Forecasting, Flood Protection Measures, Hydrodynamic Modelling, Rating Curve, Stage–Discharge Relationship.Full Text
- Prediction of Sediment Erosion Pattern in Upper Tapi Basin, India
Abstract Views :223 |
PDF Views:124
Authors
Affiliations
1 Central Water and Power Research Station, P.O. Khadakwasla, Pune 411 024, IN
2 S.V. National Institute of Technology, Surat 395 007, IN
3 608, Sai Regency, Ravinagar Square, Amravati Road, Nagpur 440 333, IN
1 Central Water and Power Research Station, P.O. Khadakwasla, Pune 411 024, IN
2 S.V. National Institute of Technology, Surat 395 007, IN
3 608, Sai Regency, Ravinagar Square, Amravati Road, Nagpur 440 333, IN
Source
Current Science, Vol 110, No 6 (2016), Pagination: 1038-1049Abstract
Physics-based distributed models are useful in identification of critical erosion-prone areas and planning soil conservation measures in the catchment. In this study, soil and water assessment tool (SWAT), a semidistributed hydrological model, is utilized for modelling sediment yield in Upper Tapi Basin, India. Twelve years of observed runoff and sediment yield data are used for calibration and validation of the aforesaid model. The performance indicators, viz. Nash- Sutcliffe efficiency and ratio of ischolar_main-mean-squared error to standard deviation showed good performance of calibrated model in prediction of sediment yield for independent datasets. The two adjoining subcatchments in the basin have shown contrasting behaviour with reference to sediment yield due to differences in their topography, land use-land cover, soil and climatic conditions. Also, simulated erosions at hydrological response units levels, enabled the investigators to demarcate the critical erosion-prone areas in the catchment. The SWAT model has further been used to assess the performance of various soil conservation measures, such as providing filter strips and stone bunds, in the critical erosion prone areas in reducing the sediment yield. Both soil conservations measures, being applied on equal areas, yielded comparative performance in controlling erosion from the catchment.Keywords
Best Management Practices, Distributed Models, Sediment Yield, Soil Conservation Measures, Upper Tapi Basin.Full Text
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- Numerical and Experimental Studies in Prediction of Bed Levels of Aggrading Channels
Abstract Views :226 |
PDF Views:90
Authors
Affiliations
1 Department of Civil Engineering, S.V. National Institute of Technology, Surat 395 007, IN
1 Department of Civil Engineering, S.V. National Institute of Technology, Surat 395 007, IN
Source
Current Science, Vol 114, No 08 (2018), Pagination: 1697-1708Abstract
A semi-coupled 1D numerical model is presented to compute transient bed and water levels of aggrading channels due to the overloading of sediments. The numerical model solves mass and momentum equations (i.e. de Saint–Venant equations) for water and continuity equations for sediments simultaneously, using explicit finite difference scheme while considering upstream and downstream boundary conditions in the channel. Series of experimental studies are reported for measurements of bed and water levels in an aggrading channel due to the overloading of uniform sediments, in a flume installed at the Advanced Hydraulics Laboratory of SVNIT. The performance of bed level variation models, with different sediment transport functions, has been validated using the laboratory measurements. The performance of the numerical model is dependent on sediment transport functions. In addition, the performance of the proposed numerical model has been verified with existing numerical models on prediction of bed level variations. The proposed numerical model with recommended sediment transport function has been found to perform better than the existing numerical models on bed level variations of uniform sediment beds.Keywords
Numerical Model, Aggradation, Alluvial Channel, Uniform Sediments, Transport Functions.Full Text
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