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BIODATA OF DR. P. K. SWAMEE

Address: Emeritus Fellow, Department of Civil EngineeringIndian Institute of Technology Roorkee

Roorkee !" ##"Telephone: $%&%''&()!* +ffice- $%&%''&()(% or ""!(! +Residence-

email: swamifce.iitr/ernet/inDate of Birth: $th0ovem1er, %$!*Fields of Specialization: 2ydraulics and Irrigation EngineeringAcadeic !"alifications:

3/E/+Civil- 4niversity of Roorkee, Roorkee %$#5/E/ +2ydr/Engrg/- 4niversity of Roorkee, Roorkee %$##6h/D/ +Civil- 4niversity of Roorkee, Roorkee %$"!

#. P$B%I&ATIO'S I' I'TER'ATIO'A% (O$R'A%S

1. 7wamee, 6/8/, 8umar, 9/, and 8hanna, 6/, ptimi;ation of dead&end water distri1ution systems/ Errata: %%$+%-, ?an/&Fe1/%$$'/ %%/

18. 7wamee, 6/8/, 7luice gate discharge e@uations/< J. Irrig. and Drain. Engrg.,=7CE, %%(+%-,?an/&Fe1/ %$$, )#*/

19. 7wamee, 6/8/, and 3asak, 3/C/, Design of trape;oidal eApansive transitions/< J. Irrig. andDrain. Engrg.,=7CE, %%(+%-, ?an&Fe1/ %$$, #%&"'/

20. 7wamee, 6/8/, Design of a su1marine oil pipeline/< J. Transp. Engrg.,=7CE, %%$+%-, ?an/&Fe1/ %$$', %)$&%"*/

21. 7wamee, 6/8/, and 3asak, 3/C/, = comprehensive open channel eApansion transitiondesign/< J. Irrig. and Drain. Engrg., =7CE, %%$+%-, ?an&/Fe1/ %$$', %&%"/ Repu1lished in WaterResour. J., +%(-, 7ep/ %$$!, )%/

22. 7wamee, 6/8/, Critical depth e@uations for irrigation canals/< J. Irrig. and Drain. Engrg.,=7CE, %%$+-, 5ar/&=pr/ %$$', !**&!*$> Errata: %%$+#-, 0ov/&Dec/ %$$', %%%)/

23. 7wamee, 6/8/, Benerali;ed inner region velocity distri1ution e@uation/< J. Hydr. Engrg.,=7CE, %%$+)-, 5ay %$$', #)%)#/ Discussion 1y Carlos 9/ =lonso> and Closure 1y the author/%*+%*- ct/ %$$!, %'*&%'/

24. 7wamee, 6/8/, 6athak, 7/8/, and =li, 5/7/, Rectangular side sluice gate analysis/< J. Irrig.and Drain. Engrg.,=7CE, %%$+#-, 0ov/&Dec/ %$$', %*#&%*')/

25. 7wamee, 6/8/, 6athak, 7/8/, 5ohan, 5/, =garwal, 7/8/, and =li, 5/7/, 7u1critical flow overa rectangular side weir/< J. Irrig. and Drain. Engrg., =7CE, %*+%-, ?an/&Fe1/ %$$!, %&%"/Discussion 1y 3ruce 5/ 5cEnroe> and Closure 1y 6ra1hata 8/ 7wamee, 7antosh 8/ 6athak, and5asoud 7/ =li/ %%+!-, ?ul/&=ug/ %$$), '*$&'%*/

26. 7wamee, 6/8/, and ha, C/7/6/, Criteria for evaluating f low classes in alluvial channels/< J.Hydr. Engrg.,=7CE, %*+)-, 5ay %$$!, #))(/

27. 7wamee, 6/8/, and 3asak, 3/C/, Design of open&channel contraction transitions/< J. Irrig.and Drain. Engrg., =7CE, %*+'-, 5ay&?un/ %$$!, ##*#(/ Repu1lished in Water Resour. J.,+%(-, 7ep/ %$$!, ##/

28. 7wamee, 6/8/, 6athak, 7/8/, and =li, 5/7/, 7ide weir analysis using elementary dischargecoefficient/< J. Irrig. and Drain. Engrg.,=7CE, %*+!-, ?ul/&=ug/ %$$!, "!&"))/ Repu1lished in

Water Resour. J., +%(!-, 5ar/ %$$), )"'/29. 7wamee, 6/8/, 0ormal depth e@uations for irrigation canals/< J. Irrig. and Drain. Engrg.,

=7CE, %*+)-, 7ep/&ct/ %$$!, $!&$!(/ Discussion 1y ?/7/ 5ontes> and 3ernard / Bolding>Closure 1y the author/ %+%-, ?an/&Fe1/ %$$#, ##&"*/ Repu1lished in Water Resour. J., +%('-,Dec/ %$$!, !&!)/

30. 7wamee, 6/8/, Design of sediment&transporting pipeline/< J. Hydr. Engrg.,=7CE, %%+%-,?an/ %$$), "&"#/ Discussion 1y Takashi 0akae> and 8/C/ ilson> Closure 1y the author/ %+!-,

=pr/ %$$#, )/

31. 7wamee, 6/8/, and ha, C/7/6/, 6umping test analysis of wells having storagecontri1ution/< J. Irrig. and Drain. Engrg.,=7CE, %%+'-, 5ay&?un/ %$$), #)"/

32. 7wamee, 6/8/, ha, C/7/6/, and =11as, =/ 5ean annual flood estimation/< J. WaterResour. Plng. and Mangt.,=7CE, %%+#-, 0ov/&Dec/ %$$), !*'&!*"/

33.7wamee, 6/8/, ptimal irrigation canal sections/< J. Irrig. and Drain. Engrg.,=7CE, %%+#-,0ov/&Dec/ %$$), !#"&!#$/

34. 7wamee, 6/8/, and Tyagi, =/, Design of class&I sedimentation tanks/< J. Envir. Engrg.,=7CE, %+%-, ?an/&Fe1/ %$$#, "%&"'/

35. 7wamee, 6/8/, Design of multistage pumping main/< J. Transp. Engrg.,=7CE, %+%-, ?an/&Fe1/ %$$#, %&!/

36. 7wamee, 6/8/, 5ishra, B/C/, and 7alem, =/=/7/, ptimal design of sloping weir/< J. Irrig.and Drain. Engrg.,=7CE, %+!-, ?ul/&=ug/ %$$#, !(&))/

37. 7wamee, 6/8/, Design of flocculating 1affled channel/< J. Envir. Engrg., =7CE, %+#-,0ov/&Dec/ %$$#, %*!#&%*!(/

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38. 7wamee, 6/8/, and ha, C/7/6/, Bround water mound e@uation for rectangular rechargearea/< J. Irrig. and Drain. Engrg.,=7CE, %'+'-, 5ay&?un/ %$$", %)&%"/

39. 7wamee, 6/8/, 5ishra, B/C/, and 7alem, =/=/7/, Effectivity of multiple sheet &piles in weirdesign/< J. Irrig. and Drain. Engrg.,=7CE, %'+'-, 5ay&?un/ %$$", %(&%/

40. 7wamee, 6/8/, ha, C/7/6/ and 8umar, 7/, Discharge e@uation for rectangular slots/< J.Hydr. Engrg.,=7CE, %!+$-, 7ep/ %$$(, $"'&$"!/

41. 7wamee, 6/8/, Design of pipelines to transport neutrally 1uoyant capsules/< J. Hydr.Engrg.,=7CE, %!+%%-, 0ov/ %$$(, %%))&%%#*/ Discussion 1y 9/C/ =garwal and Rakesh 5ishra>Closure 1y the author/ %#+%-, ?an/ ***, $%&$'/

42. 7wamee, 6/8/, and Tyagi, =/, Formation of air pollution indeA/< J.=ir and at/ 5agnt/ =sso/,!$+%-, ?an/ %$$$, ((&$%/

43. 7wamee, 6/8/, Tyagi, =/, and 7handilya, 9/8/, ptimal configuration of a well&field/< GroundWater, '"+'-, 5ay&?un/ %$$$, '(&'(#/

44. 7wamee, 6/8/, Capsule hoist system for vertical transport of minerals/< J. Transp. Engrg.,=7CE, %)+#-, 0ov/&Dec/ %$$$, )#*&)#'/

45. 7wamee, 6/8/, 5ishra, B/C/, and Chahar, 3/R/, Design of minimum seepage&loss canalsections/< J. Irrig. and Drain. Engrg.,=7CE, %#+%-, ?an/&Fe1/, ***, (&'/

46. 7wamee, 6/8/, 5ishra, B/C/, and Chahar, 3/R/, = simple approAimation for the flowing wellpro1lem/< J. Irrig. and Drain. Engrg.,=7CE, %#+%-, ?an/&Fe1/ ***, #)"/

47. 7wamee, 6/8/, 5ishra, B/C/, and Chahar, 3/R/, 5inimum cost design of lined canalsections/< J. Water Resour. Mangt., 8luwer =cademic 6u1lishers, %!+%-, ?an/&Fe1/ ***, %&%/

48. 7wamee, 6/8/, 5ishra, B/C/, and Chahar, 3/R/, = solution for a stream depletion pro1lem/