Your search found 6 records
1 Mohapatra, P. K.; Bhallamudi, S. M.. 1994. Bed-level variation in channel expansions with movable beds. Journal of Irrigation and Drainage Engineering, 120(6):1114-1121.
Open channels ; Mathematical models ; Stream flow
(Location: IWMI-HQ Call no: PER Record No: H015685)

2 Mohapatra, P. K.; Bhallamudi, S. M.. 1996. Computation of a dam-break flood wave in channel transitions. Advances in Water Resources, 19(3):181-187.
Dam construction ; Hydraulics ; Flood discharge ; Simulation models
(Location: IWMI-HQ Call no: PER Record No: H018166)

3 Singh, V.; Bhallamudi, S. M.. 1996. Complete hydrodynamic border-strip irrigation model. Journal of Irrigation and Drainage Engineering, 122(4):189-197.
Border irrigation ; Mathematical models ; Infiltration ; Simulation ; Surface irrigation
(Location: IWMI-HQ Call no: PER Record No: H018807)
In this study, a hydrodynamic model is presented for simulating all the phases of border-strip irrigation. The explicit, second-order accurate MacCormack scheme is used for solving the governing equations of surface irrigation. In this method, the advance and recession fronts need not be considered explicitly and any infiltration equation can be coupled to the surface flow equations easily. The empirical Kostiakov equation (Model 1DKO) and the analytical Parlange equation (Model 1DPA) for infiltration are considered in this study. The implicit Parlange equation is solved using the Newton-Raphson technique. The models are validated using the experimental data available in literature. The present results are also compared with the earlier numerical results based on the characteristic method. A simple subgrid technique is introduced in order to obtain a high grid resolution near the advancing front and at the same time achieve a minimum computational cost. This is based on using two different grid sizes for computation. An equation for the optimum grid size ratio is presented and is validated using numerical experimentation.

4 Singh, V.; Bhallamudi, S. M.. 1997. Hydrodynamic modeling of basin irrigation. Journal of Irrigation and Drainage Engineering, 123(6):407-414.
Basin irrigation ; Mathematical models ; Simulation models ; Surface irrigation
(Location: IWMI-HQ Call no: PER Record No: H021604)

5 Bhallamudi, S. M.; Panday, S.; Huyakorn, P. S. 2003. Sub-timing in fluid flow and transport simulations. Advances in Water Resources, 26(5):477-489.
Simulation models ; Computer models ; Flow
(Location: IWMI-HQ Call no: PER Record No: H031752)

6 Rao, S. V. N.; Thandaveswara, B. S.; Bhallamudi, S. M.; Srinivasulu, V. 2003. Optimal groundwater management in deltaic regions using simulated annealing and neural networks. Water Resources Management, 17(6):409-428.
Groundwater management ; Aquifers ; Networks ; Wells ; Simulation models / India
(Location: IWMI-HQ Call no: PER Record No: H033663)

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