6th Chapter Flashcards

1
Q

Power has to be supplied from an external source → four types of drives are used

A

 Electric
 Steam turbine
 Gas turbine
 Internal combustion engine

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2
Q

Pumps are generally subdivided into

A

Streaming pumps and Displacement pumps

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3
Q

Types of streaming pumps

A

 Centrifugal pumps
 Propeller pumps
 Jet pumps

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4
Q

Types of Displacement pumps

A
 Piston pumps
 Piston diaphragm pumps
 Screw pumps
 Eccentric screw pumps
 Gear pumps
 Rotary piston pumps
 Peristaltic pumps
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5
Q

Centrifugal pumps

A

 Most common pump type in the (chemical) industry.
 Universally usable pump for low viscous fluids. Large operating range for discharge head and conveying capacity.
 Design is inexpensive, simple, robust, has a high
efficiency and low power consumption, and can
be connected to an asynchronous motor.
 Suitable for handling pure and impure liquids.
 Example wastewater: impeller is constructed especially
to avoid that objects get locked inside the pump
 Open design: liquid can pass even if pump is not
running
50 – 90 %

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6
Q

Closed impeller

A

Series of curved vanes attached to a central hub that extends outward between
two enclosing plates.

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7
Q

Open impeller

A

Similar design, except that there are no enclosing plates → this type allows visual
inspection of the vanes.

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8
Q

Centrifugal pumps are categorized into

A

radial flow, mixed flow and axial flow pumps
 Radial flow and mixed flow pumps are the most commonly used types
 Radial impellers produce relatively large pump heads with comparatively low flow.
 Axial impellers lead to a large flow but offer only low pump head.
 Mixed flow impellers lie between the two aforementioned.

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9
Q

Standardized chemical pumps

A

 Pumps with standardized (DIN EN ISO 2858) dimensions and hydraulic output.

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10
Q

In-line pumps

A

 Designed with the suction and discharge nozzle on the same axis, with the same nominal diameter.
 Advantages: High output, small footprint and flexible installation options → many models of in-line
pumps can be installed in either a vertical or a horizontal position

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11
Q

In-line pumps have become well-established, especially in building services applications, such as

A
 Heating systems
 Air-conditioning systems
 Cooling circuits
 Service water supply systems
 Swimming pool systems
 Water supply
 Industrial recirculation systems
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12
Q

Typical building types of centrifugal pumps

A

Magnetic-coupling centrifugal pumps (Magnetic-driven pumps)
 Have become popular for the transport of aggressive and toxic liquids.
Important: Venting (for the bearings)
 Separation by a non-magnetizable can (made from Cr-Ni steel, Ni-alloys or ceramics) which acts
as a hermetically sealed barrier between the atmosphere and the liquid.

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13
Q

Positive displacement pumps

A

 Centrifugal pumps: Head is developed by the speed of the rotor.
 Positive displacement pumps: Maximum head achieved by the available power from the driver
that is working on the fluid.
 The overall efficiencies of displacement pumps are higher (compared to centrifugal pumps) as
internal losses are minimized.
 Oscillating: rapid opening and closing of suction and discharge valves causes pressure pulsation
 Flexibility of positive displacement pumps in handling a wide range of capacities is limited.

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14
Q

Piston pumps

A

 Conveyance of the liquid as a result of an oscillating displacing piston connected to a crankshaft.
 Working chamber is alternately increased and decreased and is connected to two self-acting valves.
 Typically used for smaller applications, requiring minimal space and involving low flow rates.
For low to medium conveying capacities and up to very high pressures. Suitable as dosing pump.
60 – 95 %

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15
Q

Piston diaphragm pump

A

 Perform similar as piston pumps but the displacement element is an elastic membrane made
from rubber, enforced PTFE or steel.
 Used for aggressive and solid-containing fluids and
suspensions like acids, brines or toxicants.
 Units available that are able to withstand up to
700 bar and deliver capacities > 25 m³/h.
 Hermetically sealed → elimination of all packing and seals exposed to the liquid being pumped.
Conveying of aggressive,toxic and flammable liquids
and suspensions. Suitable as dosing pump.
80 %

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16
Q

Screw pump

A
Screws are rotating contactless (no metal-metal contact) in opposite direction, which allows a
good pumping performance even with non-lubricating, corrosive or contaminated fluids
Advantages
 Usually for pressures up to 70 bar (400 bar possible
for special applications)
 Wide range of applications
 No priming required (self-priming)
 Pumped capacity proportional to speed
 Pumping elements are simple to replace
 For almost all media and fluids
 High viscosities possible
 Low pressure pulsation and noise level
 Dry running possible
80 %
17
Q

Gear pump

A

 Use of two intermeshing gears rotating against each other.
Characteristics
 Quiet-running (gears supported on both sides)
 Self priming
 Used for high pressure applications up to 200 bar
 For low fluid rates
 Constant rate of delivery
 Medium to high viscosity of the fluid
 Sensitive to hard solid particles
For low flow rates and high pressures. Suitable for high
viscous liquids and as dosing pump.
50 – 95 %

18
Q

Eccentric screw pump

A

Consists of a rotating displacement element (eccentric screw, rotor) and a stator.
 The rotor is in the shape of a rounded single threaded spiral shaft with a large pitch.
 Dry running has to be avoided in order not to
damage the stator (e.g. hard rubber, PTFE).
 Eccentric screw pumps are self-priming and can
deal with fibrous media and fluids with high
viscosities.
Conveying of muddy and paste-like fluids. Direction of flow invertible.
50 – 70 %

19
Q

Rotary piston pump

A

 Rotors made of steel touch neither each other nor the casing (mechanical clearance) and offer
comparably low pressures.
 Fluids with high turbidity (particles) and a
wide viscosity range can be conveyed.
 Two rotors on parallel axes run by a synchronized gear and rotate in the opposite direction.

20
Q

Peristaltic pump

A

 The conveyed fluid is contained within a flexible tube (e.g. silicone hose).
 A rotor with a number of rollers compresses the flexible tube.
 As the rotor turns, the part of the tube under compression is pinched closed thus forcing the
fluid to move through the tube.
 The fluid is not in direct contact with moveable pump parts.

21
Q

Newtonian Fluids

A

The viscosity of Newtonian fluids ① is not affected by the magnitude and the motion that it is
exposed to. In other words, the viscosity is load-independent. Examples are water or mineral oil

22
Q

Non-Newtonian liquids

A

The viscosity of Non-Newtonian fluids is dependent on the shear rate or the shear rate history. In
other words, the viscosity does change when the liquid is agitated.

23
Q

Shear thinning fluids

A

Behavior is generally not seen in pure
liquids with low molecular masses or ideal
solutions but is often seen in polymer
solutions, molten polymers and complex
fluids and suspensions such ketchup, paint
or blood.

24
Q

Cavitation

A

If the NPSHA is lower than the NPSHR gas bubbles will form in the fluid and cavitation will occur

25
Q

Changes that affect the NPSH

A
 Source liquid level
 Height of source
 Pressure on fluid surface
 Vapor pressure
 Piping design
 Fluid velocity
 Dirty or restricted pipes
 Fluid properties
26
Q

Resistances connected in parallel

A

 Components installed in parallel reduce the total resistance in the system and consequently the
head loss.
 This results in a more flat system curve
Qtotal = Q1 + Q2

27
Q

Resistances connected in series

A

 The total head loss in a system consisting of several components connected in series is the sum of
head losses each individual element represents.

28
Q

Open systems

A

 Open systems are used to transport liquid from one point to another like in water supply systems,
irrigation systems or many industrial processes.
 The pump has to overcome both the geodetic
head of the liquid and the friction losses in the
pipes and the installed equipment.

29
Q

Open systems with positive geodetic head

A

 The pump has to provide a head that is higher
than the geodetic head (h)
 The pump has to provide the required head to
overcome also the total friction losses (Hf
) due
to the pipeline, fittings, valves, etc.
 This pressure loss is dependent on the flow Q.
 The flow Q1 and the pump size have to match
the need of the specific system.

30
Q

Open systems with negative geodetic head

A

 An example of an open system with negative geodetic head is a pressure booster system.
 The geodetic head brings water to the consumer although the pump is not running.
 The height difference h results in the flow Q0 but it is too low to ensure the required flow Q1 to the
consumer.
 The pump has to booster the head to the level H1

31
Q

Closed systems

A

 Closed systems are commonly used to transport heat energy in heating systems, air-conditioning
systems, process cooling systems etc.
 The circulated liquid is often the carrier of heat energy.
 The pump only has to overcome the sum of friction losses which are caused by all installed
equipment and pipelines.

32
Q

Speed-controlled pumps connected in parallel (1)

A

 Useful method to realize an efficient pump performance when the flow demand is varying.
 Commonly used in water supply and pressure boosting systems.
 Pumping systems consisting of two speed-controlled pumps with similar size can cover a wide
performance range.

33
Q

Pumps connected in series

A

 Generally used in systems with a high pressure demand.
 Multi-stage pumps are also based on the series principle with one stage equals one pump.
Htotal = H1 + H2

34
Q

Adjusting pump performance

A

 It is important to select a pump where the duty point is in the high-efficiency area of the pump.
Failing this, the power consumption of the pump is unnecessarily high.
 It is not always possible to select a pump that hits the optimum duty point due to the requirement
of system changes or the system curve changes from time to time.

35
Q

Most common methods Adjusting pump performance

A

(1) Throttle control
(2) Bypass control
(3) Modifying impeller diameter
(4) Speed control
Observar Diapositivas

36
Q

Throttle control

A
 The power consumption is reduced to
about 94 %*
 Head is increased from 70 to 76 m
 The overall efficiency of the pump
system is considerably reduced
 Continuous adjustment is possible
37
Q

Bypass control

A

 To reduce the flow in the system to 50 m3 h-1 the
head of the pump has to be reduced to 55 m
 This is achieved by an increase of Q to 81 m3 h-1
 Power consumption is increased up to 10 %*
whereby the degree of increase depends on the
pump type and the duty point
 Continuous adjustment is possible

38
Q

Modification of impeller diameter

A
Drop of flow and pump head if the pump
impeller diameter is reduced
 Power consumption is reduced to
around 67 %*
 The overall efficiency of the pump
system is reduced only slightly
 No continuous adjustment possible
39
Q

Speed control

A

 Flow and head are decreasing when the speed of
the pump is reduced
 Power consumption is reduced to about 65 %*
 The overall efficiency of the pump system is
reduced only slightly
 Continuous adjustment is possible