172Hydraulic Institute, Ilydraulic Institute Standards, Ilydr. Inst.,New York, 1965.Hydraulic Research and Experiment Station (HRES), “Development of theWater Wheel Design for Field Irrigation (Tanabish) ,I’ September1965, Ministry of Irrigation, Delta Barrage, United Arab Republic.Ionson, J. M., “Field Performance of a Windmill Powered SprinklerIrrigation System,‘* M.Sc. Thesis, July 1.969, Brace ResearchInstitute of McGill University, Quebec,, Canada.Israelsen, 0. IV., and Smith, J. B., **Irrigation and Drainage Practices,Progress, and Problems in the Philippines, Thailand, and WestPakistan,‘* 1965, SEATO Graduate School of Engineering, Bangkok.Ivens, E. M., Pumping by Compressed Air, 2nd ed., Wiley, New York, 1920.Jindal, P. K. et al., “Avoid Troubles by Installing Centrifugal -PumpsCorrectly,” Progressive Farming, Vol. 10, No. 11, July 1974,pp. 23-24.Johnston Pump Co., The Vertical Pump by Johnston, 1st ed., JohnstonPump Co. , Pasadena, California, 1954.Kaufman, A. W., “Hydraulic Ram Forces Water to Pump Itself ,*I PopularScience, Vol. 153, October 1948, pp. 231-233.Keller, L. J., “Major Technological Breakthrough in Pumping,”Proceedings, Solar Sea Power Plant Conference and Workshop,Pittsburgh, Pennsylvania, January 27, 1973.Keller, L. J., Personal <strong>com</strong>munication on KROV pump, December 1975,Keller Corporation, 1756 Azteca Drive, Fort Worth, Texas 76112.Kemper, W. D., Personal <strong>com</strong>munication on manual foot pump, October 30,1975, U.S. Department of State, Washington, D.C. 20520.Kill, D., “Pumping Water by the Air-lift Method has Practical Application,”The Johnson Drillers Journal, November/December 1973,pp. l-3.Kindel, E. IV., “A flydraulic Ram for Village Use,** 1975, VITA,Mt. Rainer, Maryland.Kishida, Y. , “Present Status of Agricultural Machinery Industry inThailand,” Agricultural Mechanization in Asia, Autumn 1971.Kneass, S. L., Practice and Theory of the Injector, Wiley, New York,1903.Kristal, F. A., and Annett, F. A., Pumps, 1st ed., McGraw Hill,New York, 1940.
173Mother Earth News,1574.Ilandbook of tlomcmade Power, Bantam, New York,Mueller, N. H. G., “Water Jet Pump,” Journal of ilydraulic: Divisionof American Society of Civil EngG’i, Vol. 90, lIY3,(Paper No. 3908) , May 1964.Murphy, E. C. , *‘The Windmill and Its Efficiency and Economic Use,”Water Supply and Irrigation Papers--U.S. Geological Survey,Nos. 41-42, 1901.National Academy of Sciences, Solar Energy in Developing Countries:Perspectives and Prospects, NAS, Washington, D.C., March 1972.New Zealand Geothermal Development , MinistryWellington, April 1974.of Works and Development,Nyberg, B., “The Ilay-bailing Porters of McElmo Canyon,” Denver Post,June 22, 1975, pp. 12-17.Pair, C. H., ed., Sprinkler Irrigation, 3rd ed., Sprinkler IrrigationAssociation, Washington, D.C., 1969.Parker, A., “World Energy Resources and Their Utilization,”Proceedings ,. .The Institute of Mechanical Engineers--36 ThomasHawksley Lectures, Vol. 160, No. 4, 1949.Peace Corps, Wells Manual (Special Issue of Peace Corps Program andTraining Journal), Peace Corps, Washington, P.C., January 1975.Pillai,. K. P.- P., “Survey of Pumps,” _C!lemical Age of India, Vol. 20,No. 5, May 1969, pp. 349-395.Pinkayan, S . , “Hydraulic Characteristics of the Wooden-Paddle Pu;2p,**M. of Engr. Thesis, 1961, SEATO Graduate School of Engineering,Bangkok.Prithri, R. D., and ?!arayanan, R., **Studies on a Centrifugal Pump withTandem Vanes, ” American Society of Mechanical Engineers PaperNo. 74 FE 32, May 1974.Pumping Manual, Trade and Technical Press, ed., Sur.;ey, El:y’and, 1964.Putnam, P. C., Power from the Wind, Van Nostrand, Cincinnati’ Ohio,1948.Rao, D. P., and Rao, K. S., “Solar I:d’ler Pump for Lift Irrigation,”1975, Birla Institl’te of Technology and Science, Pilani, India.Reddy, Y. R., and Kar, S., “Theory and Performance of Water Jet Pump,”Journal of the liydraulics division of the American Society ofCivil Engineers, Vol. 94-, ?1Y5, Septemb::r 1968, p. 1261.
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MICROFICHEREFERENCELIBFUUWA project
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TABLE OF CONTENTS:.LIST OF FIGURES
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LIST OF FIGURES (CONT)Figure3.163.1
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LIST OF TABLESTable2.12.2a2.2b3.13.
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2find both new water lifting device
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4During the 3rd centuryB.C., Archim
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GIn 1698, Thomas Savery obtained a
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9the United States was starting set
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11engines, motors, transmissions, e
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Chapter 2Water LiftingPrinciples2.1
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15Table 2.2a Classification of wate
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2.2.1 Discharge or Capacity (Q)Disc
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(h) Drawdown (D) is the vertical di
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21Tota I DynamicHeadI Total Static
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23Vapor Pressure (P,)Suction Fricti
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Multiplying all these efficiencies
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27NPSHR-Q, is also usually included
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3.2.1.1 Bucket/BagUtilizing nothing
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handmade construction can be easily
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animal is returning to the top, the
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363.2.1-S Counterpoise LiftThe coun
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38to return the lever. Combinations
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40Table 3.1Shadouf performanceLift
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(b)Figure 3.5 Scoop (a) used as sho
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‘PIVOT-r- ----hFigure 3.6 Wzcer b
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46water. The capacity of this devic
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- =7?=PIVOTCOUNTER WEIGHT\FLAP- VAL
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50(a)ROLLER 7- HAND RAIL/SIDE - BY-
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52flow in through a check-valve (e.
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54exhaust valves for the steam (or
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56Another significant difference be
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58shaft), two other forms of these
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60Among the simplest designs for a
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62/HANDLEBARDISCHARGEHOSEfFOOTRE$TD
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HANDLE/CONNECTINGARMDISCHARGEFLAP V
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663.3.1 WheelAfter many of the earl
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68Table 3.2 Manually-operated paddl
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70engine (2-3 hp) as the prime move
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72Table 3.3 records some of the per
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74Several names which are also appl
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76Table 3.5Zawafa performanceLiftDi
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78noria and the discharge and head
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80enclosed circumference can also b
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82Most early tympanums were of the
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84Table 3.6Tympanum performanceDiam
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86sufficiently compact and lightwei
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88of 3000 gpm or 5000 psig. Dependi
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SE;vlI - ROTARYBUCKET VANEU’C)Fig
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92(a)AIRCHAMBERAIR FEEDERVALVEWASTE
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94Table 3.8Ram performanceA. Typica
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COMPRESSEDAIRDEAofpctI5LT1EDUCTC II
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98FLASHTANK .iJI 10 -NON-RETURNVALV
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Because the components are not yet
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102air-lift pumps. The oscillation
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104and from the impeller and confin
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106making this type pump useful for
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90s; 80iTi!g 700E 60W50SPECIFIC SPE
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110to lubricate all or some of thei
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112such variables as impeller size,
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114GEAR HEADOR IVE SHAFTTO PRIME MO
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116W(clFigure 4.6 (a) Thai-style ou
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118DRIVINGSUCTIONDIFFUSERa- - =tQ,E
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- Page 129 and 130: -122which at $.20/kg, cost $6.00. H
- Page 131 and 132: Table 5.1Manual power appl icat i a
- Page 133 and 134: 126water lifting device. Animals ar
- Page 135 and 136: 1285.4.1 WindWindmills are currentl
- Page 137 and 138: 130even saw use on the windy plains
- Page 139 and 140: 172HAL F CYLINDERSt------TO WATER L
- Page 141 and 142: 135a vertical shaft, the wind will
- Page 143 and 144: --Table 5.3 Typical winchnil 1 clpp
- Page 145 and 146: Table 5.4 Typical watermill applica
- Page 147 and 148: 141MEDIUM BREASTFigure 5.6 (a) Medi
- Page 149 and 150: SLUICEGATEc, ~/I#/,.----- ------I L
- Page 151 and 152: 145-H-f -- WH---@II
- Page 153 and 154: 147with a 330,250 gpd capacity. Bat
- Page 155 and 156: 149Where electric power is not econ
- Page 157 and 158: 151electricity), the amount of use
- Page 159 and 160: 153of building and installing the d
- Page 161 and 162: 155II 300‘0083ooLoo93oo‘ootr000
- Page 163 and 164: 157Example G .l (after Molenaar, 19
- Page 165 and 166: LOW LIFT VERTICAL PUA /lPI------PER
- Page 167 and 168: Chapter 7Improvements and Research
- Page 169 and 170: 163example for further projects (Fa
- Page 171 and 172: 165Reynolds (1970) writes, " . ..ma
- Page 173 and 174: 16?BIBLIOGKAPlIYAddison, Ii., Ccntr
- Page 175 and 176: 169Committee on Water Supply Engine
- Page 177: Gatz, C. A., Johnston Vertical Pump
- Page 181 and 182: 175Reynolds, I. II. , “High Duty
- Page 183 and 184: 177Svcndsen, M., "Irrigation Techno
- Page 185 and 186: 179APPENDIX
- Page 187 and 188: Tabic;: A.2 Area conversions and ab
- Page 189 and 190: Table A.4 Pressure conversions and
- Page 191 and 192: Table A.6 Discharge conversions and
- Page 193 and 194: Table'A.8 Specific speed (N,) conve
- Page 195: ABHPDD- area- brake horsepower- dia