176Schwab, G. 0. et al., Soil and Water Conservation Engineering, Wiley,New York, 1966.Scobie, G., “Select the Pump that Meets Your Needs,” CharteredMechanical Engineer, Vol. 21, No. 5, May 1974, pp. 59-63.Selby, W. E., “Questions and Answers on Irrigation Wells and PumpingEquipment, ” Land Reclamation Bulletin, June 1948, Kansas StateCollege, Ames, Kansas.Sharma, T. C., and Rastogi, R. A., “Selecting an Irrigation Pump forYour Farm,‘* Indian Farmers’ Digest, Vol. 3, No. 8, August:. 1970,pp. 13-19.Shefter, Y., “Problems of Agricultural Wind Power,“ Vestnik SelkhozNauki, Vol. 17, No. 5, 1972, pp. 102-111.Shuler, A., “Machinery for the Small Farmer,” War on Hunger (AID),Vol. 10, No. 2, February 1976.Shutts, E. E., “Rice Irrigation in Louisiana,” Transaction, AmericanSociety of Civil Engineers, Vol. 118, 1953, p. 874.Simonds, M. It., and Bodek, A., ‘lPerformance Test of a Savonius Rotor,”Publication T.lO, February 1964, Brace Research Institute,Quebec, Canada.Slichter, C. S., “The Scoop-Wheel Pumping Plant at Schellingwonde,Holland,” Engineering News, Vol. 63, May 19;1910, pp. 581-585. ’Snodgrass, G. F., “Selection and Design of High-Volume, Low-Head Pumps,”Transactions, American Society of Civil Engineers, Vol. 120,1955, .pp. 17-26.Spasski, K. N., and Shcheglor, G. M., “Centrifugal Pump with PreconnettedEjector,” Chemical and Petroleum Engineering, No. 3-4,March/April 1968, pp. 196-203.Starling, W., “Some Notes on the Holland Dikes,” Transactions, AmericanSociety of Civil Engineers, Vol. 26; 1892, pp. 622-631.Starr,C., “Energy and .Power,” Energy and Power, Chapter 1, Freeman,San Francisco, September 1971.Stepanoff,1948.A. J.,Centrifugal and Axial Flow Pumps, Wiley, New York,Sulek, J. J., “Evaluating Factors Affecting Field Efficiency ofIrrigation Turbines Sensitive to Impeller Adjustments,”Transactions, American Society of Agricultural Engineers, Vol. 6,No. 3, 1963, pp. 228-233.Sullivan, The Sullivan Air Lift Pumping System, Sullivan Machine Co.,Chicago, 1917.
177Svcndsen, M., "Irrigation Technology in Afganistan," Unpublishedreport, 1975, Colorado State University, Fort Collins, Colorado.Thomas Publishing, Thomas, Register of American Manufacturers, New York,1974.Thurmond, R. V., "Sprinkler Irrigation--What Does It Cost?" BetterFarming Methods, June 1957.Tokaty, G. A., A History and Philosophy of Fluid blcchanics, Foulis,Oxfordshire, England, 1971.U.N.U.N.U.S.U.S.Economic Commission for Asia and the Far East (ECAFE), "Multiple-Purpose River Basin Development," Flood Control Series No. 14,1959, Bangkok.Economic Commission for Asia and the Far East (ECAFE)," Designof Low-head Ilydraulic Structures, " Water Resources SeriesNo. 45, 1973, New York.Department of Commerce, Statistical Abstracts of the UnitedStates, U.S. Government Printing Office, Washington, D.C., 1974.Department of Commerce, Survey of Current Business, June 1975.Unwin, W. C., "The Ilumphrcy Gas Pump," The Engineer (London), Vol. 88,October 15, 1909, pp. 512-515.Vadot, L., "A Synoptic Study of Different Types of Windmills,"La Houillc Blanche, Vol. 12, No. 2, March/April, 1957, pp. 204-212.Vadot, L., "Water Pumping by Windmills," La IIouille Blanche, Vol. 12,No. 4, September 1957, pp. 524-535.Volunteers in Technical Assistance (VITA), Village Technology Handbook,VITA, Mt. Rainer, Maryland, 1975.Wade, N., "E. F. Schumacher: Cutting Technology Down to Size," Science,July 18, 1975.Wagner, E. G., and Lanoix, J. N., Water Supply for Rural Areas andSmall Communities, World Health Organization (WIIO), Geneva, 1959.Walkden; A. J., "Reciprocating-jet Pump," Nature, Vol. 213, No. 5073,January 21, 1967, pp. 318-319.Walker, R., Pump Selection--A Consulting Engineer's Manual, Ann ArborScience Publications, Ann Arbor, Michigan, 1972.Watts, E. J., "Operation and Maintenance of Centrifugal Pumps,"Journal, American Water Works Association, Vol. 54, No. 6, 1962,pp. 711-717.
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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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DISCHARGELINE OISCHARGE RETURNLINEL
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-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
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- 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 and 178: Gatz, C. A., Johnston Vertical Pump
- Page 179 and 180: 173Mother Earth News,1574.Ilandbook
- Page 181: 175Reynolds, I. II. , “High Duty
- 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