166present prototype size and cost, this water lifting method is too large andcostly for the low-acreage farmer in developing countries--although hecould probably benefit the rno;c from such a ‘I free” natural -energy pumpingmethod.This is not to say that water liftingadvancements should be retarded,but only that they should include small-user applications. Just asengineers at the turn of this century thought that no pump could outperformthe steam pump (see Section 1.2), the current level of pumping technologymust not be considered the last work. Advances such as the KROV pump(Keller, 1975) and the osmotic pump (Levenspiel and de Nevers, 1974)may eventually turn out to be among the <strong>com</strong>monplace water lifters of thefuture.
16?BIBLIOGKAPlIYAddison, Ii., Ccntrifwi and Other Rotodynamic Pumps, Chapman and Hall,London, 1966.Ahmad, N., Tubewells--Construction and Maintenance, N. Ahmad,Scientific Research Stores, 4 Abkari Road, Lahore, Pakistan 1969.Ahmed, F., "Rural Development by Electrification of Villages UsingSmall Water Wheels in Pakistan," Pakistan Seminar, January 26,1976, Colorado State University, Fort Collins, Colorado.Ahmed, N. U., "Field Report on Irrigation by Handpump Tubewells,"1975, U.S. Agency for International Development, Dacca.Airy, iv., "Notes on Scoop Wheels," Engineering (London), Vol. 9,March 18, 1870, pp. 183-184, 194, 230-231, 274, 321, 441.Alam, M., "Capacity-Utilization of Low-Lift Pump Irrigation inBangladesh," New Series No. 17, January 1974, BangladeshInstitute of Development Economics, Adamjee Court, Dacca-2,Bangladesh.Albertson, M. L. et al., Fluid Mechanics for Engineers, Prentice-Hall,Englewood Cliffs, New Jersey, 1961, pp. 512-545.Allison, S., Promotional correspondence on Pendulum Pump, October 30,1975, World Bank, 1818 H St. N.W., Washington, D.C. 20433.American Water Works Association (AWWA),"American Standard forVertical Turbine Pumps," Journal of AWWA, Vol. 53, 1961,pp. 333-370.Anderson, K. E., Water Well Handbook, Missouri Water Well and PumpContractors Association, Rolla, Missouri, 1973.Bagley, J. M., "Irrigation Pumps," Better Farming Methods, June 1956,pp. 50-54.Barr, W. M., Pumping Machinery, J. B. Lippincott, Philadelphia, 1903.Beale, W. et al., "Free Cylinder Stirling Engines for Solar-PoweredWater Pumps," American Society of Mechanical Engineers PaperNo. 71 WA/Sol-11, November/December 1971.Beason, R. G., "A New Twist to Sun Power," Mcchanix Illustrated,Vol. 71, No. 569, October 1975, pp. 31-32.Beaumont, P,, "Windmills in Crete," Water Well Journal, April 1974.Benz, R. C., "1973 Irrigation Survey," Irrigation Journal,November/December 1973, pp. 11-20,
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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,
- Page 121 and 122: 114GEAR HEADOR IVE SHAFTTO PRIME MO
- Page 123 and 124: 116W(clFigure 4.6 (a) Thai-style ou
- Page 125 and 126: 118DRIVINGSUCTIONDIFFUSERa- - =tQ,E
- Page 127 and 128: DISCHARGELINE OISCHARGE RETURNLINEL
- 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: 165Reynolds (1970) writes, " . ..ma
- Page 175 and 176: 169Committee on Water Supply Engine
- Page 177 and 178: Gatz, C. A., Johnston Vertical Pump
- Page 179 and 180: 173Mother Earth News,1574.Ilandbook
- 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
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