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Results: 1-25 | 26-29
Results: 1-25/29
MOBILE PRISMS FOR FLOW MEASUREMENT IN RECTANGULAR CHANNELS
Authors: SWAMEE PK
Citation: Pk. Swamee, MOBILE PRISMS FOR FLOW MEASUREMENT IN RECTANGULAR CHANNELS, Journal of irrigation and drainage engineering, 124(5), 1998, pp. 279-279
DISCHARGE EQUATION FOR RECTANGULAR SLOTS
Authors: SWAMEE PK OJHA CS KUMAR S
Citation: Pk. Swamee et al., DISCHARGE EQUATION FOR RECTANGULAR SLOTS, Journal of hydraulic engineering, 124(9), 1998, pp. 973-974
DESIGN OF PIPELINES TO TRANSPORT NEUTRALLY BUOYANT CAPSULES
Authors: SWAMEE PK
Citation: Pk. Swamee, DESIGN OF PIPELINES TO TRANSPORT NEUTRALLY BUOYANT CAPSULES, Journal of hydraulic engineering, 124(11), 1998, pp. 1155-1160
GROUNDWATER MOUND EQUATION FOR RECTANGULAR RECHARGE AREA
Authors: SWAMEE PK OJHA CSP
Citation: Pk. Swamee et Csp. Ojha, GROUNDWATER MOUND EQUATION FOR RECTANGULAR RECHARGE AREA, Journal of irrigation and drainage engineering, 123(3), 1997, pp. 215-217
EFFECTIVITY OF MULTIPLE SHEET PILES IN WEIR DESIGN
Authors: SWAMEE PK MISHRA GC SALEM AAS
Citation: Pk. Swamee et al., EFFECTIVITY OF MULTIPLE SHEET PILES IN WEIR DESIGN, Journal of irrigation and drainage engineering, 123(3), 1997, pp. 218-221
DESIGN OF FLOCCULATING BAFFLED CHANNEL - CLOSURE
Authors: SWAMEE PK
Citation: Pk. Swamee, DESIGN OF FLOCCULATING BAFFLED CHANNEL - CLOSURE, Journal of environmental engineering, 123(12), 1997, pp. 1269-1269
DESIGN OF MULTISTAGE PUMPING MAIN
Authors: SWAMEE PK
Citation: Pk. Swamee, DESIGN OF MULTISTAGE PUMPING MAIN, Journal of transportation engineering, 122(1), 1996, pp. 1-4
IMPLICATIONS OF USING APPROXIMATE EXPRESSIONS FOR WELL FUNCTION - DISCUSSION
Authors: SWAMEE PK OJHA CSP
Citation: Pk. Swamee et Csp. Ojha, IMPLICATIONS OF USING APPROXIMATE EXPRESSIONS FOR WELL FUNCTION - DISCUSSION, Journal of irrigation and drainage engineering, 122(6), 1996, pp. 364-364
OPTIMAL-DESIGN OF SLOPING WEIR
Authors: SWAMEE PK MISHRA GC SALEM AAS
Citation: Pk. Swamee et al., OPTIMAL-DESIGN OF SLOPING WEIR, Journal of irrigation and drainage engineering, 122(4), 1996, pp. 248-255
NORMAL-DEPTH EQUATIONS FOR IRRIGATION CANALS - CLOSURE
Authors: SWAMEE PK
Citation: Pk. Swamee, NORMAL-DEPTH EQUATIONS FOR IRRIGATION CANALS - CLOSURE, Journal of irrigation and drainage engineering, 122(1), 1996, pp. 70-70
DESIGN OF SEDIMENT-TRANSPORTING PIPELINE - CLOSURE
Authors: SWAMEE PK
Citation: Pk. Swamee, DESIGN OF SEDIMENT-TRANSPORTING PIPELINE - CLOSURE, Journal of hydraulic engineering, 122(4), 1996, pp. 226-226
DESIGN OF FLOCCULATING BAFFLED CHANNEL
Authors: SWAMEE PK
Citation: Pk. Swamee, DESIGN OF FLOCCULATING BAFFLED CHANNEL, Journal of environmental engineering, 122(11), 1996, pp. 1046-1048
DESIGN OF CLASS-I SEDIMENTATION TANKS
Authors: SWAMEE PK TYAGI A
Citation: Pk. Swamee et A. Tyagi, DESIGN OF CLASS-I SEDIMENTATION TANKS, Journal of environmental engineering, 122(1), 1996, pp. 71-73
MEAN ANNUAL FLOOD ESTIMATION
Authors: SWAMEE PK OJHA CSP ABBAS A
Citation: Pk. Swamee et al., MEAN ANNUAL FLOOD ESTIMATION, Journal of water resources planning and management, 121(6), 1995, pp. 403-407
OPTIMAL IRRIGATION CANAL SECTIONS
Authors: SWAMEE PK
Citation: Pk. Swamee, OPTIMAL IRRIGATION CANAL SECTIONS, Journal of irrigation and drainage engineering, 121(6), 1995, pp. 467-469
PUMPING-TEST ANALYSIS OF WELLS HAVING STORAGE CONTRIBUTION
Authors: SWAMEE PK OJHA CSP
Citation: Pk. Swamee et Csp. Ojha, PUMPING-TEST ANALYSIS OF WELLS HAVING STORAGE CONTRIBUTION, Journal of irrigation and drainage engineering, 121(3), 1995, pp. 265-267
GENERAL FORMULATION OF BEST HYDRAULIC CHANNEL SECTION - DISCUSSION
Authors: SWAMEE PK
Citation: Pk. Swamee, GENERAL FORMULATION OF BEST HYDRAULIC CHANNEL SECTION - DISCUSSION, Journal of irrigation and drainage engineering, 121(2), 1995, pp. 222-222
CRITERIA FOR EVALUATING FLOW CLASSES IN ALLUVIAL CHANNEL (VOL 120, PG656, 1994)
Authors: SWAMEE PK OJHA SP
Citation: Pk. Swamee et Sp. Ojha, CRITERIA FOR EVALUATING FLOW CLASSES IN ALLUVIAL CHANNEL (VOL 120, PG656, 1994), Journal of hydraulic engineering, 121(4), 1995, pp. 386-386
DESIGN OF SEDIMENT-TRANSPORTING PIPELINE
Authors: SWAMEE PK
Citation: Pk. Swamee, DESIGN OF SEDIMENT-TRANSPORTING PIPELINE, Journal of hydraulic engineering, 121(1), 1995, pp. 72-76
NORMAL-DEPTH EQUATIONS FOR IRRIGATION CANALS
Authors: SWAMEE PK
Citation: Pk. Swamee, NORMAL-DEPTH EQUATIONS FOR IRRIGATION CANALS, Journal of irrigation and drainage engineering, 120(5), 1994, pp. 942-948
SIDE-WEIR ANALYSIS USING ELEMENTARY DISCHARGE COEFFICIENT
Authors: SWAMEE PK PATHAK SK ALI MS
Citation: Pk. Swamee et al., SIDE-WEIR ANALYSIS USING ELEMENTARY DISCHARGE COEFFICIENT, Journal of irrigation and drainage engineering, 120(4), 1994, pp. 742-755
DESIGN OF OPEN-CHANNEL-CONTRACTION TRANSITIONS
Authors: SWAMEE PK BASAK BC
Citation: Pk. Swamee et Bc. Basak, DESIGN OF OPEN-CHANNEL-CONTRACTION TRANSITIONS, Journal of irrigation and drainage engineering, 120(3), 1994, pp. 660-668
SUBCRITICAL FLOW OVER RECTANGULAR SIDE WEIR
Authors: SWAMEE PK PATHAK SK MOHAN M AGRAWAL SK ALI MS
Citation: Pk. Swamee et al., SUBCRITICAL FLOW OVER RECTANGULAR SIDE WEIR, Journal of irrigation and drainage engineering, 120(1), 1994, pp. 212-217
CRITERIA FOR EVALUATING FLOW CLASSES IN ALLUVIAL CHANNELS - DISCUSSION
Authors: SWAMEE PK OJHA CSP
Citation: Pk. Swamee et Csp. Ojha, CRITERIA FOR EVALUATING FLOW CLASSES IN ALLUVIAL CHANNELS - DISCUSSION, Journal of hydraulic engineering, 120(5), 1994, pp. 652-658
BRIDGE PIER SCOUR WITH DEBRIS ACCUMULATION - DISCUSSION
Authors: SWAMEE PK
Citation: Pk. Swamee, BRIDGE PIER SCOUR WITH DEBRIS ACCUMULATION - DISCUSSION, Journal of hydraulic engineering, 120(4), 1994, pp. 522-523
Risultati: 1-25 | 26-29