Booster Pump and Ejector Nozzle Selection - Hydro … Pump and Ejector Guide.pdf · Booster Pump and Ejector Nozzle Selection 3 I. Terms and Unit Conversions NOTE: Consider the following

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  • Introduction:Hydro Instruments offers a standard nozzle for each of our ejectors. However, we also offer alternate nozzle choices for each ejector. Each nozzle will have different operation requirements for water flow and pressure. Each installation will have different hydraulic conditions and the site specific conditions must be understood and considered when selecting the ejector and nozzle. A booster pump may or may not be required in order to operate the ejector.

    Booster Pumpand Ejector Nozzle

    Selection

    0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18Ejector Inlet Pressure (bar)

    Bac

    k P

    ress

    ure

    (bar

    )

    Ejector Inlet Flow (lpm) .300 Nozzle .386 Throat 40 50 60 70 80 90 100

    Ejector Inlet Flow (lpm) .250 Nozzle .386 Throat 30 40 50 60 70 80

    30 40 50 60 70 80 Ejector Inlet Flow (lpm) 0.250 Nozzle 0.386 Throat

    10

    9

    8

    7

    6

    5

    4

    3

    2

    1

    0

    0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18Ejector Inlet Pressure (bar)

    Bac

    k P

    ress

    ure

    (bar

    )

    10

    9

    8

    7

    6

    5

    4

    3

    2

    1

    0

    Nozz

    le .

    300

    Thro

    at .

    386

    Nozz

    le .

    250

    Thr

    oat

    .386

    Ejector Inlet Flow (lpm) 0.300 Nozzle 0.386 Throat 50 60 70 80 90 100 110

    Ejector Inlet Flow (lpm) 0.375 Nozzle 0.562 Throat 60 70 80 90 100 110 120 130 140

    Nozzl

    e .30

    0 T

    hroat

    .386

    Nozzl

    e .3

    75

    Throa

    t .5

    62

    Nozzl

    e .25

    0 Th

    roat

    .386

    NOZZLE SIZING CHART (5 kg/hr)

    NOZZLE SIZING CHART (10 kg/hr)

    VacuumRegulator

    BoosterPump

    Q = Flow rate in the main pipeline to be treated

    P1 = Supply Pressure

    P3 = Main Pipeline Pressure

    P2 = Back Pressure

    Ejector

    INSTRUMENTS 600 Emlen Way, Telford, PA 18969 Telephone: (215) 799-0980 Fax: (215) 799-0984BULLETIN BP Rev. 7/10 Toll Free in the U.S.: 1 (888) 38-HYDRO www.hydroinstruments.com [email protected]

    PROUDLY

    MADE IN USA

  • Booster Pump and Ejector Nozzle Selection

    2

    Table of Contents

    Sections Page

    I. Terms and Units Conversions 3

    II. Site & System Information Required 3

    III. Using Ejector Performance Curves 4

    IV. Consider hydraulic conditions 4

    V. Ejector maximum back pressure 4

    VI. Booster Pumps 5

    VII. Specific Examples 6

    Figures

    1. Injection into pressurized pipe with booster pump 3

    2. Booster Pump diagram and performance curve 5

    3. Typical water well installation with booster pump 6

    4. EJ-1000 Ejector performance curve (1000 gr/hr) 7

    5. EJ-5000 Ejector performance curve (10 kg/hr) 7

    6. Open tank installation with booster pump 8

  • Booster Pump and Ejector Nozzle Selection

    3

    I. Terms and Unit Conversions NOTE: Consider the following drawing for the locations of P1, P2, and P3. P1 We refer to this as the supply pressure because this is the water pressure at the inlet of

    the ejector. P2 We refer to this as the back pressure because it is the water pressure at the exit of the

    ejector. P3 We refer to this as the process pressure. Q Process Water Flow Rate

    Figure 1: Injection into pressurized pipe with booster pump

    Unit Conversions:

    1. Pressure:

    14.5 PSI = 1 bar = 1 kg/cm2

    2. Volume:

    1 m3 = 1,000 liters 1 gallon = 3.78 liters

    II. Site & System Information Required 1. P3 Process Water Pressure This is different for every site and this information can only be

    obtained from the site.

    2. Length of pipe between the ejector and the injection point. This information also is different for every site and must be obtained from the site. Also, consider the size of piping, number of elbows, and any check valves or other items that might be installed in this section of pipe. This information must be obtained and used to estimate the back pressure (P2).

    3. Ejector capacity The ejector capacity required must be determined after knowing the maximum flow rate in the process water to be treated (QMAX) and the required maximum dosage of chlorine in the treated water (Dosage in terms of PPM). Using this information use the following equation to determine the ejector capacity required:

    [QMAX(m3/hr)] x [Dosage (PPM)] x [1/1000] = Chlorine Gas Feed Rate (kg/hr)

    VacuumRegulator

    BoosterPump

    Q = Process Water Flow Rate

    P1 = Supply Pressure

    P3 = Process Pressure

    P2 = Back Pressure

    Ejector

  • Booster Pump and Ejector Nozzle Selection

    4

    III. Using the Ejector Performance Curves to Determine Ejector Requirements (Determine P1 ejector supply pressure and ejector water flow.)

    1. Knowing the required ejector capacity, find the correct ejector performance curve from Hydro Instruments CD-ROM or Instruction Manual. (Meaning if the ejector is a 10 kg/hr ejector, then find the 10 kg/hr ejector performance curve.)

    2. Use the estimated ejector back pressure P2 to find the required minimum ejector supply pressure P1 and the required minimum water flow through the ejector.

    3. If a lower supply pressure P1 or a lower ejector water flow rate is required, then consider using an alternate nozzle selection with a larger or smaller nozzle size. Larger nozzles will require lower supply pressure, but higher water flow rates. Smaller nozzles will require higher supply pressure, but lower water flow rates.

    IV. Consider Hydraulic Conditions (Booster Pump or Water Supply Requirements)

    NOTE: The piping at every installation is different. Some installations require a booster pump and others do not.

    1. Consider all possible ways to provide the required minimum supply pressure and flow to the ejector that was calculated in the above section. Sometimes there might be water available on site with high enough pressure that it could be used instead of a booster pump.

    2. Consider if it is possible to reduce the back pressure because this would also reduce the required supply pressure. In general, moving the ejector closer to the injection point or increasing the diameter of the pipe in this section are the two main ways that this can be achieved.

    3. Consider using alternate nozzle sizes. See Section III.3. above.

    V. Ejector Maximum Back Pressure 1. Standard ejectors are mostly rated up to a back pressure (P2) of 10 bar (150 PSI).

    2. For all ejectors up to 10 kg/hr, Hydro Instruments also offers optional high pressure ejectors that can handle back pressures up to 20 bar (300 PSI).

    3. Be sure to confirm that the ejector you select is rated to a pressure that matches or exceeds the maximum back pressure that might be experienced.

  • Booster Pump and Ejector Nozzle Selection

    5

    VI. Booster Pumps 1. There are many types and sizes of booster pumps available. Booster pumps that are de-

    signed for continuous long term operation should be used. Centrifugal multi-stage designs are the most common choice. The materials selected should be based on the booster pump manufacturers suggestion and the customers specifications.

    2. Booster pumps are sized by the power limitation. Each booster pump will have a perfor-mance curve that shows the pressure boost at a given water flow rate. As the water flow rate through the pump increases, the pressure boost will decrease. The pump manufacturer should be consulted to confirm the operating condition (pressure and flow) to be used.

    IMPORTANT: The output pressure of the booster pump is calculated as the pump inlet water pressure plus the pressure boost of the pump.

    3. Booster pumps will have a maximum inlet pressure limitation. Consult the pump manufac-turer for this information.

    Figure 2: Multi-stage centrifugal booster pump diagram and performance curve

    CR 5-18Q = 29.9 US gpmH = 266 ftPumped liquid = Water

    Eff pump = 63.1%Eff pump & mtr = 54.4%

    P2 = 3.19 HPP1 = 2.76 kW

    0 5 10 15 20 25 30 Q (US gpm)

    P1

    P2

    H(ft)

    400

    360

    320

    280

    240

    200

    160

    120

    80

    40

    0

    P(HP)

    4

    3

    2

    1

    0

  • Booster Pump and Ejector Nozzle Selection

    6

    VII. Specific Examples 1. Pressurized Water Pipe injection (such as a water well):

    Figure 3: Typical water well installation with booster pump

    NOTE: In this type of installation, the booster pump will be set to turn on and off with the well pump. In this way, the chlorine gas feed is also turned off and on with the well pump.

    a. Typically the back pressure P2 is only slightly higher than the main line pressure P3.

    b. In this example, P3 = 4 bar. Therefore, we will estimate P2 = 4.2 bar.

    c. In this example, Q = 400 m3/hr and Dosage = 2 PPM. Therefore, the required chlorine gas feed rate is 800 gr/hr because:

    [400 (m3/hr)] x [2 PPM] x [1/1000] = 0.8 kg/hr = 800 gr/hr

    Therefore, we could select a 1000 gr/hr Model EJ-1000 ejector.

    d. Looking at the 1000 gr/hr ejector performance curve (See Figure 4 below) with the standard #2 nozzle, using the back pressure P2 = 4.2 bar, we can see that the minimum required supply pressure P1 = 7 bar and the minimum water flow rate is 35 liters/minute (2.1 m3/hr).

    e. Since the booster pump inlet pressure P3 = 4 bar and the required supply pressure P1 = 7 bar, the booster pump requirement is 3 bar (= 7 bar 4 bar). The booster pump must produce a pressure boost of at least 3 bar when the booster pump flow rate is 2.1 m3/hr.

    VacuumRegulator

    BoosterPump

    Well pump ON/OFF operatedwith water flow

    P1 = Supply Pressure

    P3 = Process Pressure

    P2 = Back Pressure

    Ejector

  • Booster Pump and Ejector Nozzle Selection

    7

    Figure 4: Standard ejector performance curve for the EJ-1000 Ejector (1000 gr/hr).

    Figure 5: Standard ejector performance curve for the EJ-5000 Ejector (10 kg/hr).

    0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18Ejector Inlet Pressure (bar)

    Bac

    k P

    ress

    ure

    (bar

    )

    Ejector Inlet Flow (lpm) .300 Nozzle .386 Throat 40 50 60 70 80 90 100

    Ejector Inlet Flow (lpm) .250 Nozzle .386 Throat 30 40 50 60 70 80

    30 40 50 60 70 80 Ejector Inlet Flow (lpm) 0.250 Nozzle 0.386 Throat

    10

    9

    8

    7

    6

    5

    4

    3

    2

    1

    0

    0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18Ejector Inlet Pressure (bar)

    Bac

    k P

    ress

    ure

    (bar

    )

    10

    9

    8

    7

    6

    5

    4

    3

    2

    1

    0

    Nozz

    le .

    300

    Thro

    at .

    386

    Nozz

    le .

    250

    Thr

    oat

    .386

    Ejector Inlet Flow (lpm) 0.300 Nozzle 0.386 Throat 50 60 70 80 90 100 110

    Ejector Inlet Flow (lpm) 0.375 Nozzle 0.562 Throat 60 70 80 90 100 110 120 130 140

    Nozzl

    e .30

    0 T

    hroat

    .386

    Nozzl

    e .3

    75

    Throa

    t .5

    62

    Nozzl

    e .25

    0 Th

    roat

    .386

    NOZZLE SIZING CHART (5 kg/hr)

    NOZZLE SIZING CHART (10 kg/hr)

    Nozz

    le #2

    Nozz

    le #2

    17

    16

    15

    14

    13

    12

    11

    10

    9

    8

    7

    6

    5

    4

    3

    2

    1

    00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

    17

    16

    15

    14

    13

    12

    11

    10

    9

    8

    7

    6

    5

    4

    3

    2

    1

    00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

    10 20 25 30 35 40 45 50 55 60 65 70 75

    Ejector Inlet Pressure (bar)

    Bac

    k P

    ress

    ure

    (bar

    )

    NOZZLE SIZING CHART (1000 gr/hr)

    NOZZLE SIZING CHART (2000 gr/hr)

    Ejector Inlet Pressure (bar)

    Bac

    k P

    ress

    ure

    (bar

    )

    Ejector Inlet Flow (lpm)

    10 20 25 30 35 40 45 50 55 60 65 70 75Ejector Inlet Flow (lpm)

  • Booster Pump and Ejector Nozzle Selection

    8

    2. Injection into an open tank (such as a contact chamber in a surface water plant):

    Figure 6: Typical open tank installation with booster pump

    a. It is best to locate the ejector as close as possible to the contact chamber so that the back pressure P2 is as low as possible. Also, the installation will be safer if this section of pipe is shorter because the pipe contains highly concentrated chlorine under pressure.

    b. In this example, P3 = 1 bar, the contact chamber pressure is zero, and we will assume that the ejector is located within 10 meters of the contact chamber (therefore, we esti-mate that the back pressure P2 = 0.3 bar).

    c. In this example, Q = 4,000 m3/hr and Dosage = 2 PPM. Therefore, the required chlorine gas feed rate is 8 kg/hr because:

    [4,000 (m3/hr)] x [2 PPM] x [1/1000] = 8 kg/hr

    Therefore, we could select a 10 kg/hr Model EJ-5000 ejector.

    d. Looking at the 10 kg/hr ejector performance curve (See Figure 5 above) with the standard 0.300 nozzle, using the back pressure P2 = 0.3 bar, we can see that the minimum required supply pressure P1 = 4.5 bar and the minimum water flow rate is 65 liters/minute (3.9 m3/hr).

    e. Since the booster pump inlet pressure P3 = 1 bar and the required supply pressure P1 = 4.5 bar, the booster pump requirement is 3.5 bar (= 4.5 bar 1 bar). The booster pump must produce a pressure boost of at least 3.5 bar when the booster pump flow rate is 3.9 m3/hr.

    f. From the ejector performance curve you can see that there are two other nozzle options that would have two different booster pump requirements. Therefore, there are three choices:

    0.250 Nozzle Booster Pump requirements = 4 bar @ 3.0 m3/hr

    0.300 Nozzle Booster Pump requirements = 3.5 bar @ 3.9 m3/hr

    0.375 Nozzle Booster Pump requirements = 1 bar @ 4.2 m3/hr

    VacuumRegulator

    OV-110 Omni-Valve

    BoosterPump

    P1 = Supply Pressure

    P3 = Main Pipeline Pressure

    Contact Chamber

    P2 = Back Pressure

    Ejector