MICROFICHE REFERENCE LIBFUUW - Cd3wd.com
MICROFICHE REFERENCE LIBFUUW - Cd3wd.com MICROFICHE REFERENCE LIBFUUW - Cd3wd.com
55CONNECTING RODSPOUT/J-bPUMP STAN:///IIBUCKETPISTONINLETCHECK VALVEFigure 3.12 ‘Wand pump” with single-acting, bucket-piston
56Another significant difference between direct-acting and power pumpsis their discharge per time characteristics. Figure 3.13 illustrates sometypical Q-T curves for various reciprocating pumps. Power and direct-acting pumps are similar in that like other positive displacement devices,they have little variation of Q with H .Another feature of piston-, plunger-, and bucket-pumps is that dueto their positive displacement nature, they are self-priming. That is,within the limits of their structural soundness (e.g. cylinder wallstrength, air-tightness) and surrounding pressures (i .e. NPSHA) , theycan displace air in the suction line which causes a pressure drop andthus the suctionof water.3.2.3.4 Applications for Irrigation and DrainageSince the development of rotodynamic pumps (see Section 1.23,mechanically-driven, power and direct-acting pumps have lost popularityfor irrigationand drainage where mechanical prime movers are available.This is due primarily to the fact that rotodynamic pumps produce thehigh Q , low H performance usually needed for irrigation and drainagesituations, whereas positive displacement pumps are better suited forhigh H and low Q applications. Additionally, rotodynamic pumps con-tain far less moving parts which require less maintenance and cost.However, when these direct-actingand mechanical-power pumps areused for irrigation or drainage, they exist in three basic forms. Ineither a vertical or horizontal position, they can be mounted above thewater supply with a suction line extending to the water. In thisapplication, the dynamic suction lift must be considered so as not toexceed the NPSHR. When a conventional direct-acting or power pump cannotbe installed near enough to the water surface (e.g., in a well or mine
- Page 12 and 13: 4During the 3rd centuryB.C., Archim
- Page 14 and 15: GIn 1698, Thomas Savery obtained a
- Page 16 and 17: 9the United States was starting set
- Page 18 and 19: 11engines, motors, transmissions, e
- Page 20 and 21: Chapter 2Water LiftingPrinciples2.1
- Page 22 and 23: 15Table 2.2a Classification of wate
- Page 24 and 25: 2.2.1 Discharge or Capacity (Q)Disc
- Page 26 and 27: (h) Drawdown (D) is the vertical di
- Page 28 and 29: 21Tota I DynamicHeadI Total Static
- Page 30 and 31: 23Vapor Pressure (P,)Suction Fricti
- Page 32 and 33: Multiplying all these efficiencies
- Page 34 and 35: 27NPSHR-Q, is also usually included
- Page 36 and 37: 3.2.1.1 Bucket/BagUtilizing nothing
- Page 38 and 39: handmade construction can be easily
- Page 40: animal is returning to the top, the
- Page 43 and 44: 363.2.1-S Counterpoise LiftThe coun
- Page 45 and 46: 38to return the lever. Combinations
- Page 47 and 48: 40Table 3.1Shadouf performanceLift
- Page 49 and 50: (b)Figure 3.5 Scoop (a) used as sho
- Page 51 and 52: ‘PIVOT-r- ----hFigure 3.6 Wzcer b
- Page 53 and 54: 46water. The capacity of this devic
- Page 55 and 56: - =7?=PIVOTCOUNTER WEIGHT\FLAP- VAL
- Page 57 and 58: 50(a)ROLLER 7- HAND RAIL/SIDE - BY-
- Page 59 and 60: 52flow in through a check-valve (e.
- Page 61: 54exhaust valves for the steam (or
- Page 65 and 66: 58shaft), two other forms of these
- 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
56Another significant difference between direct-acting and power pumpsis their discharge per time characteristics. Figure 3.13 illustrates sometypical Q-T curves for various reciprocating pumps. Power and direct-acting pumps are similar in that like other positive displacement devices,they have little variation of Q with H .Another feature of piston-, plunger-, and bucket-pumps is that dueto their positive displacement nature, they are self-priming. That is,within the limits of their structural soundness (e.g. cylinder wallstrength, air-tightness) and surrounding pressures (i .e. NPSHA) , theycan displace air in the suction line which causes a pressure drop andthus the suctionof water.3.2.3.4 Applications for Irrigation and DrainageSince the development of rotodynamic pumps (see Section 1.23,mechanically-driven, power and direct-acting pumps have lost popularityfor irrigationand drainage where mechanical prime movers are available.This is due primarily to the fact that rotodynamic pumps produce thehigh Q , low H performance usually needed for irrigation and drainagesituations, whereas positive displacement pumps are better suited forhigh H and low Q applications. Additionally, rotodynamic pumps con-tain far less moving parts which require less maintenance and cost.However, when these direct-actingand mechanical-power pumps areused for irrigation or drainage, they exist in three basic forms. Ineither a vertical or horizontal position, they can be mounted above thewater supply with a suction line extending to the water. In thisapplication, the dynamic suction lift must be considered so as not toexceed the NPSHR. When a conventional direct-acting or power pump cannotbe installed near enough to the water surface (e.g., in a well or mine