Jaringan Air Grafitasi LCI

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  • 8/15/2019 Jaringan Air Grafitasi LCI

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    SPAM LEUPUNG BY LCI

    Results Data

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

            P       1

     ,          f      =

           0 ,        0

           0        9        7

    P        2          ,  f         =      

    0          , 0        

    0        9        7        

       P   3 ,   f  =   0 ,   0   0   8   6

         P    4

     ,       f    =     0

     ,      0     0     5     7

    P5, f=0,0048

            P       6

     ,          f      =

           0 ,        0

           0       0        9

    P 7 , f = 0 ,0 0 12 

    P 8 , f  = 0 ,0 0 1 9 

    P  9  ,f  = 0  , 0  0 2  9 

    P 10 , f = 0 ,0 0 2 9 

    P   1  1   ,  f   =  0   , 0  0  1  3  

       P  1  2

     ,    f  =  0

     ,  0  0  1

      6

    P   1  3   ,  f   =  0   , 0  0  1  2  

    P14, f=0,0011

    P15, f=0,0009

       P  1  6

     ,    f  =  0

     ,  0  0  1

      3

    P   1  7    ,  f   =  0   , 0  0  1  6   

    P   1  8   ,  f   =  0   , 0  0  1  9  

    P19, f=0,0048

    P20, f=0,0029

       P  2  1

     ,     f  =  0

     ,  0  0  8   7   P

       2   2 ,   f  =   0 ,   0   0   1   8

    P23, f=0,0018

    N1, 47,5m0,0bar.g@0,5m

    0,0489bar.g

    N2 13,3m

    3,2014bar.g

    N3 14,1m

    3,0251bar.g

    N4 2,0m11,3362bar.g

    N5 3,9m11,0895bar.g

    N6, 18,1m

    0,0bar.g@5,0m0,4894bar.g

    N7 4,5m11,0112bar.g

    N8 2,2m11,2557bar.g

    0,0019 m³/sec

    N9 4,5m1,8013bar.g

    N10, 27,0m0,0bar.g@5,0m

    0,4894bar.gN11 7,8m

    2,2807bar.g

    0,0029 m³/sec

    N12 7,5m

    2,2975bar.g

    N13 10,7m1,9946bar.g

    0,0012 m³/sec

    N14 3,8m3,0000bar.g

    0,0011 m³/sec

    N15 15,7m

    2,0000bar.g

    0,0009 m³/sec

    N16 4,5m

    3,0000bar.g

    N17 11,6m

    1,9404bar.g

    N18 18,1m

    9,5553bar.g

    N19 2,1m

    11,1762bar.g

    N20 17,6m

    9,5707bar.g

    0,0029 m³/sec

    N21 32,0m7,9791bar.g

    0,0086 m³/sec

    N22 5,0m

    3,4238bar.g

    N23, 2,0m0,0bar.g@3,0m

    0,2936bar.g

    N24 2,2m11,3009bar.g

    0,0018 m³/sec

    N25 64,0m4,7580bar.g

    0,0019 m³/sec

    N26 23,0m2,0000bar.g

    G  V   M   e  u  n  a  s  a  h  M   

    e  s   j   i   d   

    GVMns Bak U

    GVLamseunia

    G  V   P   u  l   o  t   

    Gp. Meunasah Mesjid

    Gp. Meunasah Bak U

    Gp. Lamseunia

    Gp. Pulot

    Gp. Layeun

    Reservoir Gp. Pulot

    Kap. 100 m3

    Reservoir Gp. Layeun

    Kap. 100 m3

    INTAKE ALUE IJO Q min = 60lps

    Kebutuhan

    Reservoir 

    Kap. 600 m3

    Gp. Deah Mamplam

    Pipe Flow Expert Results Key

    f = flow in m³/sec 0 ,1234 0 ,2170 0 ,3106 0 ,4042 0 ,4979 0 ,5915

     Color of Pipe: Velocity in m/sec

    Designed using Pipe Flow Expert from www.pipeflow.com Page 2

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Fluid Data

    Zone Fluid Name Chemical Formula Temperature °C Pressure bar.g Density kg/m³ Centistokes Centipoise Vapour Pressurebar.a

    State

    1 Water H2O 20,000 0,0000 998,000000 1,000000 1,002000 0,024000 Liquid

    Designed using Pipe Flow Expert from www.pipeflow.com Page 3

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Pump Data

    Pipe Id Pipe Name Pump Name Speed rpm Pref. OpFrom m³/sec

    Pref. Op Tom³/sec

    Flow In/Outm³/sec

    Velocitym/sec

    SuctionPressurebar.g

    DischargePressurebar.g

    Pump Head(+) m.hdFluid

    Pump NPSHrm.hd(absolute)

    Pump NPSHam.hd(absolute)

    PumpEfficiencyPercentage

    Pump PowerKilowatts

    21 P21 Pump 2950 0,0250 0,0465 0,0087 0,550 0,2936 11,3565 113,036 1,203 13,108 40,27 23,9002

    Designed using Pipe Flow Expert from www.pipeflow.com Page 4

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Pump Data

    Name: Pump

    Catalog: General

    Manufacturer: Generic

    Type: End suction

    Size: 3x2-13 A30Stages: 0

    Speed: 2950 Rpm

    Impeller Diam: 291,000 mm

    Min Speed: 1500 Rpm

    Max Speed: 2950 Rpm

    Min Diam: 228,600 mm

    Max Diam: 330,200 mm

    Fluid Data

    Fluid: Water 

    Density: 998,000000 kg/m³

    Viscosity: 1,0020 cP

    Temperature: 20,000 °C

    Vapor Pressure: 0,0240 bar.a Atm Pressure: 1,0132 bar.a

    Design Curve

    Shutoff Head: 113,270 m.hd Fluid

    Shutoff dP: 11,0858 bar.g

    BEP: 66,4% @ 0,0357 m³/sec

    Power at BEP: 49,36 kW

    NPSHr at BEP: 6,238 m.hd Fluid

    Max Flow Power: 54,40 kW @ 0,0443 m³/sec

    Operating Notes

    Pref. Op. Region: 70% - 130% of BEP

    Pref. Flow Range:0,0250 - 0,0465 m³/sec

    Notes: 

    This pump performance is generally similar to certain

    ranges from these pump manufactures: Ansi Pro AP96,

    Goulds 3196, Peerless 8196, Griswold 811, Summit 2196 &

    Durco Mark III Series ANSI pumps 

    Data Point

    Flow: 0,0087 m³/sec

    Head: 113,036 m.hd Fluid

    Efficiency: 40,27%

    Power: 23,90 kW

    NPSHr: 1,203 m.hd Fluid

    Pump graph is shown on next page (when document is in landscape format).

    Designed using Pipe Flow Expert from www.pipeflow.com Page 5

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    0,000 0,005 0,011 0,017 0,022 0,027 0,033 0,038 0,044 0,049 0,0550

    20

    40

    60

    80

    100

    120

    140

    160

    180

    200

    Flow - m³/sec

       H  e  a   d  -  m .   h   d   F   l  u   i   d   W  a   t  e  r   (   2   0   °   C   )

    55

    55

    60

    60

    65

    65

    65

    65

    228,600 mm

    330,200 mm

    291,000 mm

    66,4%

    Designed using Pipe Flow Expert from www.pipeflow.com Page 6

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Pipe Data

    Pipe Id Pipe Name andNotes

    Material Inner Diametermm

    Length m Mass Flowkg/sec

    Vol Flow m³/sec Velocity m/sec Pump Head(+)m.hd

    dP Total Lossbar

    Entry Pressurebar.g

    Exit Pressurebar.g

    1 P1 200 mm HDPE

    SDR 13.5

    184,683 2796,000 9,6806 0,0097 0,362 -3,1524 0,0489 3,2014

    2 P2 200 mm HDPESDR 13.5

    184,683 1308,000 9,6806 0,0097 0,362 0,1762 3,2014 3,0251

    3 P3 160 mm HDPESDR 13.5

    141,859 2486,000 8,5828 0,0086 0,544 -0,3987 3,0251 3,4238

    4 P4 160 mm HDPESDR 13.5

    141,859 678,000 5,6886 0,0057 0,361 0,2467 11,3362 11,0895

    5 P5 160 mm HDPESDR 13.5

    141,859 810,000 4,7904 0,0048 0,304 1,6209 11,1762 9,5553

    6 P6 100 mm HDPESDR 13.5

    96,368 712,000 0,8982 0,0009 0,123 0,0783 11,0895 11,0112

    7 P7 100 mm HDPESDR 13.5

    96,368 1581,000 1,1976 0,0012 0,165 0,0805 11,3362 11,2557

    8 P8 100 mm HDPESDR 13.5

    96,368 300,000 1,8962 0,0019 0,260 -1,3120 0,4894 1,8013

    9 P9 100 mm HDPE

    SDR 13.5

    96,368 200,000 2,8942 0,0029 0,398 -0,0154 9,5553 9,5707

    10 P10 100 mm HDPESDR 13.5

    96,368 324,000 2,8942 0,0029 0,398 -1,4511 0,4894 1,9404

    11 P11 100 mm HDPESDR 13.5

    96,368 438,000 1,3321 0,0013 0,183 -0,0169 2,2807 2,2975

    12 P12 100 mm HDPESDR 13.5

    96,368 230,000 1,5621 0,0016 0,215 -0,3030 1,9946 2,2975

    13 P13 50 mm HDPESDR 13.5

    50,825 200,000 1,1976 0,0012 0,591 8,2557 11,2557 3,0000

    14 P14 50 mm HDPESDR 13.5

    50,825 243,000 1,0978 0,0011 0,542 1,0251 3,0251 2,0000

    15 P15 50 mm HDPESDR 13.5

    50,825 200,000 0,8982 0,0009 0,444 8,0112 11,0112 3,0000

    16 P16 100 mm HDPESDR 13.5

    96,368 534,000 1,3321 0,0013 0,183 -0,3403 1,9404 2,2807

    17 P17 100 mm HDPESDR 13.5

    96,368 505,000 1,5621 0,0016 0,215 -0,0541 1,9404 1,9946

    18 P18 100 mm HDPESDR 13.5

    96,368 100,000 1,8962 0,0019 0,260 7,5553 9,5553 2,0000

    19 P19 160 mm HDPESDR 13.5

    141,859 1147,000 4,7904 0,0048 0,304 -0,0867 11,0895 11,1762

    20 P20 100 mm HDPESDR 13.5

    96,368 1000,000 2,8942 0,0029 0,398 1,5916 9,5707 7,9791

    Designed using Pipe Flow Expert from www.pipeflow.com Page 7

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Pipe Id Pipe Name andNotes

    Material Inner Diametermm

    Length m Mass Flowkg/sec

    Vol Flow m³/sec Velocity m/sec Pump Head(+)m.hd

    dP Total Lossbar

    Entry Pressurebar.g

    Exit Pressurebar.g

    21 P21 160 mm HDPESDR 13.5

    141,859 100,000 8,6826 0,0087 0,550 113,036 -11,0426 0,2936 11,3362

    22 P22 100 mm HDPESDR 13.5

    96,368 200,000 1,7964 0,0018 0,247 0,0353 11,3362 11,3009

    23 P23 100 mm HDPESDR 13.5

    96,368 6300,000 1,7964 0,0018 0,247 6,5430 11,3009 4,7580

    Designed using Pipe Flow Expert from www.pipeflow.com Page 8

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Pressure Reducing Valves (PRVs)

    Pipe Id Pipe Name Inner Diameter mm PRV Name PRV Pressure bar.g PRV Loss m.hd

    13 P13 50,825 GV Meunasah Mesjid 3,0000 81,068

    14 P14 50,825 GV Mns Bak U 2,0000 7,21915 P15 50,825 GV Lamseunia 3,0000 80,858

    18 P18 96,368 GV Pulot 2,0000 72,238

    Designed using Pipe Flow Expert from www.pipeflow.com Page 9

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Node Data

    Node Id Node Type Node Elevation m Liquid Level m Surface Press.bar.g

    Press. at Nodebar.g

    HGL at Nodem.hd Fluid

    Demand In(Mass) kg/sec

    Demand Out(Mass) kg/sec

    Demand In (Vol)@ Fluid ZoneDensity

    Downstreamm³/sec

    Demand Out(Vol) @ FluidZone Density

    Downstremm³/sec

    1 Tank N1 47,450 0,500 0,0000 0,0489 47,950 N/A N/A N/A N/A

    2 Join Point N2 13,250 N/A N/A 3,2014 45,960 0,0000 0,0000 0,0000 0,0000

    3 Join Point N3 14,120 N/A N/A 3,0251 45,029 0,0000 0,0000 0,0000 0,0000

    4 Join Point N4 2,000 N/A N/A 11,3362 117,829 0,0000 0,0000 0,0000 0,0000

    5 Join Point N5 3,860 N/A N/A 11,0895 117,168 0,0000 0,0000 0,0000 0,0000

    6 Tank N6 18,130 5,000 0,0000 0,4894 23,130 N/A N/A N/A N/A

    7 Join Point N7 4,490 N/A N/A 11,0112 116,998 0,0000 0,0000 0,0000 0,0000

    8 Join Point N8 2,200 N/A N/A 11,2557 117,206 0,0000 0,0000 0,0000 0,0000

    9 Join Point N9 4,460 N/A N/A 1,8013 22,865 0,0000 1,8962 0,0000 0,0019

    10 Tank N10 27,000 5,000 0,0000 0,4894 32,000 N/A N/A N/A N/A

    11 Join Point N11 7,840 N/A N/A 2,2807 31,143 0,0000 0,0000 0,0000 0,0000

    12 Join Point N12 7,460 N/A N/A 2,2975 30,935 0,0000 2,8942 0,0000 0,0029

    13 Join Point N13 10,700 N/A N/A 1,9946 31,080 0,0000 0,0000 0,0000 0,0000

    14 Join Point N14 3,830 N/A N/A 3,0000 34,483 0,0000 1,1976 0,0000 0,0012

    15 Join Point N15 15,650 N/A N/A 2,0000 36,085 0,0000 1,0978 0,0000 0,0011

    16 Join Point N16 4,490 N/A N/A 3,0000 35,143 0,0000 0,8982 0,0000 0,0009

    17 Join Point N17 11,570 N/A N/A 1,9404 31,397 0,0000 0,0000 0,0000 0,0000

    18 Join Point N18 18,130 N/A N/A 9,5553 115,762 0,0000 0,0000 0,0000 0,0000

    19 Join Point N19 2,150 N/A N/A 11,1762 116,344 0,0000 0,0000 0,0000 0,0000

    20 Join Point N20 17,600 N/A N/A 9,5707 115,389 0,0000 0,0000 0,0000 0,0000

    21 Join Point N21 32,000 N/A N/A 7,9791 113,527 0,0000 2,8942 0,0000 0,0029

    22 Join Point N22 5,000 N/A N/A 3,4238 39,983 0,0000 8,5828 0,0000 0,0086

    23 Tank N23 2,000 3,000 0,0000 0,2936 5,000 N/A N/A N/A N/A

    24 Join Point N24 2,200 N/A N/A 11,3009 117,668 0,0000 0,0000 0,0000 0,0000

    25 Join Point N25 64,000 N/A N/A 4,7580 112,615 0,0000 1,7964 0,0000 0,0018

    26 Join Point N26 23,000 N/A N/A 2,0000 43,435 0,0000 1,8962 0,0000 0,0019

    Designed using Pipe Flow Expert from www.pipeflow.com Page 10

    http://www.pipeflow.com/http://www.pipeflow.com/

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    PT Quantum Design Consultant - SPAM LEUPUNG BY LCI - Yusrizal ST MT 02 Juni, 2016

    Energy Data

    Pipe Id Pipe Name Energy Loss ToPipe Friction

    Energy Loss ToPipe Fittings

    Energy Loss ToPipe Components

    Energy Loss ToPipe ControlValves

    Energy Loss ToPump Inefficiency

    SUBTOTAL LossPipe Items +Pump

    Energy Loss ToDischargePressure

    Energy Loss ToChange inElevation

    TOTAL USED Sumof All Items

    Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts1 P1 0,188894 0,000000 0,000000 0,000000 N/A 0,188894 0,000000 -3,246752 -3,057857

    2 P2 0,088367 0,000000 0,000000 0,000000 N/A 0,088367 0,000000 0,082593 0,170960

    3 P3 0,424755 0,000000 0,000000 0,000000 N/A 0,424755 0,000000 -0,767617 -0,342862

    4 P4 0,036871 0,000000 0,000000 0,000000 N/A 0,036871 0,000000 0,103762 0,140633

    5 P5 0,027334 0,000000 0,000000 0,000000 N/A 0,027334 0,000000 0,750705 0,778039

    6 P6 0,001495 0,000000 0,000000 0,000000 N/A 0,001495 0,000000 0,005549 0,007044

    7 P7 0,007311 0,000000 0,000000 0,000000 N/A 0,007311 0,000000 0,002349 0,009660

    8 P8 0,004922 0,000000 0,000000 0,000000 N/A 0,004922 0,000000 -0,254199 -0,249277

    9 P9 0,010573 0,000000 0,000000 0,000000 N/A 0,010573 0,000000 -0,015043 -0,004470

    10 P10 0,017128 0,000000 0,000000 0,000000 N/A 0,017128 0,000000 -0,437941 -0,420813

    11 P11 0,002714 0,000000 0,000000 0,000000 N/A 0,002714 0,000000 -0,004964 -0,002250

    12 P12 0,002210 0,000000 0,000000 0,000000 N/A 0,002210 0,000000 -0,049634 -0,047424

    13 P13 0,019445 0,000000 0,000000 0,952093 N/A 0,971538 0,000000 0,019143 0,990681

    14 P14 0,018571 0,000000 0,000000 0,077720 N/A 0,096291 0,000000 0,016472 0,112763

    15 P15 0,008780 0,000000 0,000000 0,712227 N/A 0,721007 0,000000 0,000000 0,721007

    16 P16 0,003309 0,000000 0,000000 0,000000 N/A 0,003309 0,000000 -0,048726 -0,045416

    17 P17 0,004853 0,000000 0,000000 0,000000 N/A 0,004853 0,000000 -0,013328 -0,008474

    18 P18 0,001641 0,000000 0,000000 1,343300 N/A 1,344941 0,000000 0,090559 1,435500

    19 P19 0,038706 0,000000 0,000000 0,000000 N/A 0,038706 0,000000 -0,080332 -0,041626

    20 P20 0,052863 0,000000 0,000000 0,000000 N/A 0,052863 0,000000 0,408707 0,461570

    21 P21 0,017646 0,000000 0,000000 0,000000 14,275498 14,293144 0,000000 0,000000 14,293144

    22 P22 0,002826 0,000000 0,000000 0,000000 N/A 0,002826 0,000000 0,003523 0,006349

    23 P23 0,089022 0,000000 0,000000 0,000000 N/A 0,089022 0,000000 1,088710 1,177732

    Designed using Pipe Flow Expert from www.pipeflow.com Page 11

    http://www.pipeflow.com/http://www.pipeflow.com/