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Results: 1-13 |
Results: 13
CONJUNCTIVE SURFACE-SUBSURFACE MODELING OF OVERLAND-FLOW
Authors: SINGH V BHALLAMUDI SM
Citation: V. Singh et Sm. Bhallamudi, CONJUNCTIVE SURFACE-SUBSURFACE MODELING OF OVERLAND-FLOW, Advances in water resources, 21(7), 1998, pp. 567-579
HYDRODYNAMIC MODELING OF BASIN IRRIGATION
Authors: SINGH V BHALLAMUDI SM
Citation: V. Singh et Sm. Bhallamudi, HYDRODYNAMIC MODELING OF BASIN IRRIGATION, Journal of irrigation and drainage engineering, 123(6), 1997, pp. 407-414
COMPLETE HYDRODYNAMIC BORDER-STRIP IRRIGATION MODEL - CLOSURE
Authors: SINGH V BHALLAMUDI SM
Citation: V. Singh et Sm. Bhallamudi, COMPLETE HYDRODYNAMIC BORDER-STRIP IRRIGATION MODEL - CLOSURE, Journal of irrigation and drainage engineering, 123(4), 1997, pp. 320-321
GVF COMPUTATION IN TREE-TYPE CHANNEL NETWORKS
Authors: NAIDU BJ BHALLAMUDI SM NARASIMHAN S
Citation: Bj. Naidu et al., GVF COMPUTATION IN TREE-TYPE CHANNEL NETWORKS, Journal of hydraulic engineering, 123(8), 1997, pp. 700-708
OPTIMAL-DESIGN OF WATER DISTRIBUTION-SYSTEMS USING AN NLP METHOD
Authors: VARMA KVK NARASIMHAN S BHALLAMUDI SM
Citation: Kvk. Varma et al., OPTIMAL-DESIGN OF WATER DISTRIBUTION-SYSTEMS USING AN NLP METHOD, Journal of environmental engineering, 123(4), 1997, pp. 381-388
NONLINEAR DYNAMICS OF A 2 PHASE FLOW SYSTEM IN AN EVAPORATOR - THE EFFECTS OF (I) A TIME-VARYING PRESSURE-DROP (II) AN AXIALLY VARYING HEAT-FLUX
Authors: NARAYANAN S SRINIVAS B PUSHPAVANAM S BHALLAMUDI SM
Citation: S. Narayanan et al., NONLINEAR DYNAMICS OF A 2 PHASE FLOW SYSTEM IN AN EVAPORATOR - THE EFFECTS OF (I) A TIME-VARYING PRESSURE-DROP (II) AN AXIALLY VARYING HEAT-FLUX, Nuclear Engineering and Design, 178(3), 1997, pp. 279-294
COMPLETE HYDRODYNAMIC BORDER-STRIP IRRIGATION MODEL
Authors: SINGH V BHALLAMUDI SM
Citation: V. Singh et Sm. Bhallamudi, COMPLETE HYDRODYNAMIC BORDER-STRIP IRRIGATION MODEL, Journal of irrigation and drainage engineering, 122(4), 1996, pp. 189-197
COMPUTATION OF A DAM-BREAK FLOOD WAVE IN CHANNEL TRANSITIONS
Authors: MOHAPATRA PK BHALLAMUDI SM
Citation: Pk. Mohapatra et Sm. Bhallamudi, COMPUTATION OF A DAM-BREAK FLOOD WAVE IN CHANNEL TRANSITIONS, Advances in water resources, 19(3), 1996, pp. 181-187
A FULLY SPECTRAL METHOD FOR HYPERBOLIC-EQUATIONS
Authors: SHUKLA P ESWARAN V BHALLAMUDI SM
Citation: P. Shukla et al., A FULLY SPECTRAL METHOD FOR HYPERBOLIC-EQUATIONS, International journal for numerical methods in engineering, 39(1), 1996, pp. 67-79
COMPARISON OF SPECTRAL AND FINITE-DIFFERENCE METHODS FOR FLOOD ROUTING
Authors: SINHA J ESWARAN V BHALLAMUDI SM
Citation: J. Sinha et al., COMPARISON OF SPECTRAL AND FINITE-DIFFERENCE METHODS FOR FLOOD ROUTING, Journal of hydraulic engineering, 121(2), 1995, pp. 108-117
END DEPTH IN TRAPEZOIDAL AND EXPONENTIAL CHANNELS - REPLY
Authors: BHALLAMUDI SM
Citation: Sm. Bhallamudi, END DEPTH IN TRAPEZOIDAL AND EXPONENTIAL CHANNELS - REPLY, Journal of Hydraulic Research, 33(2), 1995, pp. 281-282
BED-LEVEL VARIATION IN CHANNEL EXPANSIONS WITH MOVABLE BEDS
Authors: MOHAPATRA PK BHALLAMUDI SM
Citation: Pk. Mohapatra et Sm. Bhallamudi, BED-LEVEL VARIATION IN CHANNEL EXPANSIONS WITH MOVABLE BEDS, Journal of irrigation and drainage engineering, 120(6), 1994, pp. 1114-1121
END DEPTH IN TRAPEZOIDAL AND EXPONENTIAL CHANNELS
Authors: BHALLAMUDI SM
Citation: Sm. Bhallamudi, END DEPTH IN TRAPEZOIDAL AND EXPONENTIAL CHANNELS, Journal of Hydraulic Research, 32(2), 1994, pp. 219-232
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