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– author: –
ŠKORPÍK, Jiří (LinkedIn.com/in/jiri-skorpik)
– issue date: –
September 2022
– title: –
Rotodynamic pumps
– proceedings: –
– provenance: – Brno (Czech Republic)
– email: – skorpik.jiri@email.cz
Copyright©Jiří Škorpík, 2022 |
Basic types of rotordynamic pumpsThe clasification of rotodynamic pumps according to the meridional flow direction determines their design and properties. According to this criterion, we divide rotodynamic pumps into radial, axial and diagonal. Specific speed is a common criterion for selecting a rotodynamic pump.
– 394: – ![]() Example of radial pump with backward curved blades, with bladeless stator and a rotor shroud disc: βB2 [°] angle of camber line of profile at outlet; r [m] rotor radius. The index t indicates the tip of the blade.
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– 396: – ![]() Radially split three-stage pump (KSB)
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– 1014: – ![]() Pump rotor of the YMD series from Iwaki (Japan). The rotor diameter is 200 mm.
– 1016: – ![]() Acid pump: Parts made of stoneware are indicated by dashed lines, cast iron by regular lines, and layers of sealant are indicated by cross lines [Nechleba and Hušek, 1966, pp. 191].
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– 641: – ![]() Single-stage axial KSB cooling water pump in thermal power plant.
– 797: –
Ns [min-1] specific speed according to Formula 8 in the article Using similarities of turbomachines in turbomachine design; r1t [m] rotor radius at blade tips at inlet; r2 [m] mean radius at rotor outlet, see Figure 394 (p. 3). Data source for the table [Nechleba, 1966, p. 95].
Pump energy balanceThe basic energy balance of a pump is calculated using the Bernoulli equation, where the purpose of the pump is to increase the fluid head according to Figure 300 (p. 7). The energy balance is carried out for the pump itself between its suction and discharge branches or between the suction and discharge of the entire system in which the pump is connected. | |||||||||||||||||||||||||||||
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– 300: – ![]() Example of chart of pump system: p [Pa] working fluid pressure; wi [J·kg-1] internal work; z [m] water level. SP-suction pipe; DP-discharge pipe.
– 302: – ![]() (a) system efficiency; (b) hydraulic efficiency. H [J·kg-1] head increase in pump (index P, between points 1-2) and in system (index S, between points 0-3); wid [J·kg-1] internal work of the pump without losses; L [J·kg-1] internal losses in a given section (see index); ηi [1] internal efficiency or hydraulic efficiency; ηS [1] system efficiency of the work. Characteristics of pump in pipelineCharacteristics of a pump in a pipeline depend on its operating characteristics and the so-called pipeline characteristic in which it operates. From the properties of these two characteristics, the operating point of the pump can then be determined. |
– 927: – ![]() N [min-1] pump rotational speed; Q [m3·s-1] pump volume flow; η [Pa·s] dynamic viscosity of working fluid. Characteristics for constant pump rotational speed.
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– 370: – ![]() (a) radial stages; (b) diagonal stages; (c) axial stages. Pi [W] internal pump power input. In this case, the characteristics of the diagonal and axial stages themselves are considered with turnable blades, so that at lower volumetric flow rates the HP does not decrease. Source: [Kadrnožka, 2003], [Nechleba, 1966, p. 95].
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– 884: – ![]() Formulas and nomograms for converting the head increase in the pump to equivalent quantities: HP [J·kg-1]; Δps [Pa] increase in stagnation pressure in pump; Δz [m] equivalent pump discharge head (increase in column of working fluid at pump outlet if all energy supplied to the working fluid in pump were transformed into potential energy); g [m·s-2] gravitational acceleration; ρ [kg·m-3] liquid density.
– 372: – ![]() HB-hump point; OP-operating point of pump; SS-system surge; S-pipeline characteristic; stall-region of loss due to flow separation from blade. |
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– Problem 738: –
Determine the new operating point of the circulation pump after its replacement? The original operating point parameters marked with the symbol (a) were: Q(a)=2,7 m3·h-1, HP,(a)=16 J·kg-1. What was the pressure loss of the pipeline route in the case of the original pump (a), and what is the pressure loss after the installation of the new pump (b)? The characteristics of the new pump (b) are shown in the figure. The solution of this problem is shown in Appendix 738..
– Problem 738: – Characteristics of new pump ![]() Δz [m]; Q [m3·h-1]
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– Problem 265: –
The figure shows a part of the flow chart of the steam cycle of a small combined heat and power plant. This is the section between the condenser and the feed tank. Set the most suitable operating point of the condensate pump pumping water from the auxiliary condensate tank CT to the feed tank FT. The water parameters in the system are shown in the figures. The assumed dimensions of the device are: zDP=4 m; zCT=3,9 m; dCT=0,6 m. The pipeline system constant at the pump suction is 9·108 kg·m-7 and at the discharge is 120·109 kg·m-7. The solution of this problem is shown in Appendix 265.
– Problem 265: – Flow chart of pipeline system ![]() Con-condenser; CT-condenser tank; H-heater; FT-feed tank; FP-feed pump. h [kJ·kg-1] enthalpy of the working fluid. – Problem 265: – Height arrangement of pipeline system equipment ![]() – Problem 265: – Drawing for implementation of pipeline system ![]() 002-valve number; M01-engine number. The marking system corresponds to [Krbek, 1999, pp. 178]. A different marking system can be used and explanations for individual marks can be given on the drawing. |
Operation of multiple pumps in one pipelineThere can be multiple pumps in one pipeline, either placed one after the other (so-called series connection) or placed on parallel branches (so-called parallel connection).
– 371: – ![]() HP1 characteristics of one pump; HP2 resulting characteristic of two identical pumps connected in parallel; a [m3·s-1] volume flow when two parallel pumps work together; a' [J·kg-1] increase in head of liquid when two pumps are operated in parallel; b [m3·s-1] volume flow through one pump in parallel operation; b' [1] pump efficiency in parallel operation; c [m3·s-1] volume flow through the pump when only one pump is switched on; c' [J·kg-1] increase in head of liquid in pump when only one pump is switched on; c'' [1] pump efficiency when only one pump is switched on.
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Rotodynamic pumps controlTurbopumps can be controled by changing the rotational speed, throttling the discharge or turning the blades. The operating point of the pump or the pipeline characteristic can be changed by controled. The mentioned control methods have the same effects on the operating point as the individual control methods for fans, see the figures and equations in the article Fans.
Selecting right pumpThe pump is selected according to economic and operational criteria. The acquisition costs and operating costs are among the economic criteria, where the aim is to select a pump that would achieve the maximum possible efficiency at the operating point (optimal operating point of the pump at its optimal power), see Figure 1018 (p. 15). We also select a suitable pump according to the type and condition of the working fluid. We must also take into account the safety of operation, possible contamination of the pumped fluid in the pump, especially with lubricants, and the service life of the pump. |
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– 1018: – ![]() N [min-1] rotational speed. The opt index indicates the optimal state – the pump operates at maximum efficiency.
CavitationThe velocity and pressure of the fluid in the boundary layer change as it flows around the blade profile, and in some places the pressure may drop to the saturated liquid pressure ps(t). In such a case, alternating evaporation and rapid condensation of the fluid will occur, associated with increased stress on the blade surface material (mechanical damage, galvanic corrosion due to local temperature differences on the blade, etc.) and a decrease in hydraulic efficiency, this process is called cavitation (a more detailed description is given in [Dixon and Hall, 2010, p. 330]). The lowest pressure in rotodynamic pumps is near the leading edge of the highest first stage blade.
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– 796: – ![]() NPSH [m] net positive suction head; NPSHA [m] Net Positive Suction Head Available; NPSHR [m] Net Positive Suction Head Required at operating temperature t; ps(t) [Pa] saturated liquid pressure for operating temperature; t [°C] operating temperature; tref [°C] liquid temperature at which reference measurement of NPSH; zA [m] safety increase in NPSHR height to prevent cavitation in pump (for water rotodynamic pumps approximately 0,6 m), compensates for inaccuracies arising when calculating NPSHR from NPSH.
The derivation of the relationship between NPSH and NPSHR with an insignificant effect of the change in density with temperature is in Appendix 796.
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