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8/15/2019 Jaringan Air Grafitasi LCI
1/11
SPAM LEUPUNG BY LCI
Results Data
8/15/2019 Jaringan Air Grafitasi LCI
2/11
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
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8/15/2019 Jaringan Air Grafitasi LCI
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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
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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
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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
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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%
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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
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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
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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
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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
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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
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