MICROFICHE REFERENCE LIBFUUW - Cd3wd.com
MICROFICHE REFERENCE LIBFUUW - Cd3wd.com MICROFICHE REFERENCE LIBFUUW - Cd3wd.com
Table 4.1 Typical rotodymmic pimp installationsA. RADIAL FLOW A~:D Lo\V ss MIXED ~LOIV ~ulitf5Positionof s!ulftInstallation Figure Hcmnrks1.1 011 shnrc with pipr suction 2.2 Ilsnnl ly for pcrmuncnt installntion1 inc un fnundnt ion ; with suet ion heador lift.21 Ott cltorc with flcxilllvsuet inn linr3) On ground surface oversh~lllow well41 tn pit nvcr shallow well5) On float or hoat in watersul:pIy with pipe orflcxihlc suet iouCl) In comhinat ion with rjcrtor 4.8Ilsu:~lly for port:tble use on frame.Ikptb to water lcvcl limited byNI’SIIR .Allows incrcasc of NPSIIA.tkod for grc;lt ly fluctuating waterI rrcl in pond, river, drainageditch, etc.10r 4l;lllow or dcrp VCIIS.71 fin trai Icr, sulimrrscd inwrrr supplyllvcr ucll with pipc orflrxililc suctioti lintIn dry pitSulimc rsrdvo I utc on C ramcI.iphtrcipht , portnblcsuhmcrs ihlrSingle stitt:e. mixed flnwhowl ;i~armhlyllult i-stqtc. mixed flowIro*l rsscmhly14) Flult i-st;r$c. mdiul.flow assembly4.24.34.44.5C;III hr nui tli rrct ly from tractor’sI’ III.Snmc its forhorizontal.Allows suction hcnd to prime.Smc as in dry fit. hut ollcn tow’;ltcr: long slutft or close-coupled.t:icrs;c-coupled with submcrsihlemar ur .11~5 di:~goiial imilcl Icrs; commonlyc:, I lctl ucrtiCW.! 04rline &‘wq’.Swc as (I?): drivcti from ahovc’via*hart or by sulvt~crsilrlc motor; fordrrp water snurccs uhcrc well istoo narrow for vcrticnl volutc(d0wn to 0 in. dinmcter); water orni I Iuhrir-atcd.Ilscd for drcpwt wells (up totltous:wJs of feet); used withsuhmcrsihlc cicctric or hydraulicmtitors; sizes down to 4 in.tlinmctcr.1’0s i t ionof shaftI~. ARIAI. I~LOIV AHI1 lllt~ll NS MI XI:11 1: LOIV I’I’MI’SInst:tllntion I igurc HcmarksI) In siphon nrranpcncnt lI+ctl in large pumping stations--3not iimctical for small anriculis’8turn1 uses due to low eff&iency2and priming difficulties.0”x 2) At vertical wall of pit ~clf priming; for high discharges.u.5PG3) Fixed on short Good for instnllation on levee orC.lllill hank.4) On portahlc franc on shore4.6cAI lows for use at various heads andlocat ions.S) On portniilc fr:imc on bent 4.6b 111 i Ii tcs boat motor and propeller.VI) Llnuntcd in ucl I Only for sluillow wells.J (:;III Iw used with siphon, DS.4 7) Fixed OII shoreshown,to dccrcase power consumption.t:f 8) On fiort:rlilc frame S;tmc ns inclined (4) (5).
112such variables as impeller size, number of stages, drive speed,, etc., thesebasic designs can be made to fit any intermediate conditions. While themanufacture of the complex vertical turbine and submersible pumps ispresently limited to several companies in indistrial nations, volute andpropeller pumps are easily manufactured by the basic industries (e.g.foundries) in developing countries (Ahmad, 1969). In fact, a 1961 SEATOthesis by Srisakdi Charmonman explains the design, construction, and performanceof an axial--flow pump made quite simply by encasing the propellerof a Thai-style outboard motor (3-l/2-7 hp.) with a cylinder. As illustratedin Figure 4.6, this design permits dual use of the motor for both boat andpump motivation. This pump can be utilized with the anchored boat as afoundation (Figure 4.6b) or dismounted and used on shore (Figure 4.6~).This improvisation provides the simple low head, high discharge pumprequired for the irrigation and drainage of crops such as rice in lowlandareas. Commercial units of this design are reported to be manufactured inJapan for about $300 (Bowers, 1975) .Initial costs of rotodynamic pumps very greatly, depending on thetype, size, power, materials of construction, and manufacturer. Many pumpsalso require numerous accessories and/or sophisticated foundations andinstallation, manufacturers’ catalogs and/or well contractors must beconsul ted. However, as a rough guide, a buyer can expect to pay (forpump only) up to $500 for sizes under 1 hp, $100-500 per hp up to i0 hp,and $100-400 per hp above 10 hp, with cost per hp decreasing for increasinghorsepower (based on 1974-75 U. S. manufact.urers’ catalogs of new pumps).
- Page 67 and 68: 60Among the simplest designs for a
- Page 69 and 70: 62/HANDLEBARDISCHARGEHOSEfFOOTRE$TD
- Page 71 and 72: HANDLE/CONNECTINGARMDISCHARGEFLAP V
- Page 73 and 74: 663.3.1 WheelAfter many of the earl
- Page 75 and 76: 68Table 3.2 Manually-operated paddl
- Page 77 and 78: 70engine (2-3 hp) as the prime move
- Page 79 and 80: 72Table 3.3 records some of the per
- Page 81 and 82: 74Several names which are also appl
- Page 83 and 84: 76Table 3.5Zawafa performanceLiftDi
- Page 85 and 86: 78noria and the discharge and head
- Page 87 and 88: 80enclosed circumference can also b
- Page 89 and 90: 82Most early tympanums were of the
- Page 91 and 92: 84Table 3.6Tympanum performanceDiam
- Page 93 and 94: 86sufficiently compact and lightwei
- Page 95 and 96: 88of 3000 gpm or 5000 psig. Dependi
- Page 97 and 98: SE;vlI - ROTARYBUCKET VANEU’C)Fig
- Page 99 and 100: 92(a)AIRCHAMBERAIR FEEDERVALVEWASTE
- Page 101 and 102: 94Table 3.8Ram performanceA. Typica
- Page 103 and 104: COMPRESSEDAIRDEAofpctI5LT1EDUCTC II
- Page 105 and 106: 98FLASHTANK .iJI 10 -NON-RETURNVALV
- Page 107 and 108: Because the components are not yet
- Page 109 and 110: 102air-lift pumps. The oscillation
- Page 111 and 112: 104and from the impeller and confin
- Page 113 and 114: 106making this type pump useful for
- Page 115 and 116: 90s; 80iTi!g 700E 60W50SPECIFIC SPE
- Page 117: 110to lubricate all or some of thei
- 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
112such variables as impeller size, number of stages, drive speed,, etc., thesebasic designs can be made to fit any intermediate conditions. While themanufacture of the <strong>com</strong>plex vertical turbine and submersible pumps ispresently limited to several <strong>com</strong>panies in indistrial nations, volute andpropeller pumps are easily manufactured by the basic industries (e.g.foundries) in developing countries (Ahmad, 1969). In fact, a 1961 SEATOthesis by Srisakdi Charmonman explains the design, construction, and performanceof an axial--flow pump made quite simply by encasing the propellerof a Thai-style outboard motor (3-l/2-7 hp.) with a cylinder. As illustratedin Figure 4.6, this design permits dual use of the motor for both boat andpump motivation. This pump can be utilized with the anchored boat as afoundation (Figure 4.6b) or dismounted and used on shore (Figure 4.6~).This improvisation provides the simple low head, high discharge pumprequired for the irrigation and drainage of crops such as rice in lowlandareas. Commercial units of this design are reported to be manufactured inJapan for about $300 (Bowers, 1975) .Initial costs of rotodynamic pumps very greatly, depending on thetype, size, power, materials of construction, and manufacturer. Many pumpsalso require numerous accessories and/or sophisticated foundations andinstallation, manufacturers’ catalogs and/or well contractors must beconsul ted. However, as a rough guide, a buyer can expect to pay (forpump only) up to $500 for sizes under 1 hp, $100-500 per hp up to i0 hp,and $100-400 per hp above 10 hp, with cost per hp decreasing for increasinghorsepower (based on 1974-75 U. S. manufact.urers’ catalogs of new pumps).