Pipe Flow Design 1

Results Data

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

P1, f=0.1400

P2,

f=0.

1400

P3, f=0.1400P4,

f=0.

1400

P5, f=0.1400P6,

f=0.

1400

P7, f=0.1400P8,

f=0.

1400

P9,

f=0.

1400

P10, f=0.1400P11

, f=

0.14

00

P12, f=0.1400P13

, f=

0.14

00

P14, f=0.1400P15

, f=

0.14

00

P16, f=0.1400P17

, f=

0.14

00

P18, f=0.1400P19

, f=

0.14

00

P20, f=0.1400P21

, f=

0.14

00

P22, f=0.1400P23

, f=

0.14

00

P24, f=0.1400P25

, f=

0.14

00

P26, f=0.1400P27

, f=

0.14

00

P28, f=0.1400P29, f=

0.1400P

30, f=0.1400

P31, f=0.1400P32, f=0.1400P33, f=0.1400P34, f=0.1400P35, f=

0.1400

P36, f=0.1400P37, f=0.1400P38, f=0.1400P39, f=0.1400

P40, f=0.1400P41, f=0.1400P42, f=0.1400P43, f=

0.1400

P44, f=0.1400P45, f=

0.1400

P46, f=0.1400P47, f=0.1400

P48, f=

0.1400

P49, f=0.1400P50, f=0.1400P51, f=0.1400P52, f=0.1400

P53, f

=0.1

400

P54, f=

0.1400P55, f

=0.1

400

P56, f=

0.1400P57, f

=0.1

400

P58, f=0.1400P59, f=0.1400P60, f=0.1400

P61

, f=

0.14

00

P62, f=0.1400P63, f=0.1400P64, f=0.1400

P65, f=

0.1400

P66, f=0.1400P67, f=

0.1400

P68, f=0.1400P69, f=0.1400P70, f=0.1400P71, f=0.1400P72, f=0.1400

P73, f

=0.1

400

P74, f=0.1400P75, f=0.1400P76, f=0.1400

P77, f=

0.1400

P78, f=0.1400P79, f=0.1400

P80, f

=0.1

400

P81, f=0.1400P82, f=0.1400P83, f=0.1400P84, f=0.1400P85, f=0.1400P86, f=0.1400P87, f=0.1400P88, f=0.1400P89, f=0.1400P90, f=0.1400P91, f=0.1400P92, f=0.1400P93, f=0.1400P94, f=0.1400P95, f=0.1400

P96, f=

0.1400P

97, f=0.1400P

98, f=0.1400P

99, f=0.1400

P100,

f=0.

1400

P101, f=

0.1400P

102, f=0.1400P

103, f=0.1400P

104, f=0.1400

P105, f=0.1400P106, f=0.1400P

107, f=0.1400P

108, f=0.1400P

109, f=0.1400P

110, f=0.1400

P111,

f=0.

1400

P112, f=

0.1400P

113, f=0.1400P

114, f=0.1400P

115, f=0.1400P

116, f=0.1400P

117, f=0.1400P

118, f=0.1400

P119, f=0.1400P120, f=0.1400P

121, f=0.1400P

122, f=0.1400

P12

3, f=

0.14

00

P124,

f=0.

1400

P125,

f=0.

1400

P126, f=

0.1400P

127, f=0.1400P

128, f=0.1400

P129, f=0.1400P130, f=0.1400

P131, f=0.1400P132, f=0.1400P133, f=0.1400P134, f=0.1400P135, f=0.1400P136, f=0.1400

P137, f=0.1400P138, f=0.1400P139, f=0.1400P140, f=0.1400P141, f=0.1400

P142, f=0.1400P143, f=0.1400P144, f=0.1400P145, f=0.1400P146, f=0.1400

P147, f=0.1400P148, f=0.1400P149, f=0.1400P150, f=0.1400P151, f=0.1400

P152, f=0.1400P153, f=0.1400P154, f=0.1400P155, f=0.1400P156, f=0.1400P157, f=0.1400P158, f=0.1400P159, f=0.1400P160, f=0.1400P161, f=0.1400P162, f=0.1400P163, f=0.1400

P164, f=0.1400P165, f=0.1400P166, f=

0.1400P

167, f=0.1400P

168, f=0.1400P

169, f=0.1400P

170, f=0.1400P

171, f=0.1400P

172, f=0.1400P

173, f=0.1400

P174, f=0.1400P175, f=0.1400P176, f=0.1400

P177, f=

0.1400

P178,

f=0.

1400

P179, f=

0.1400

P180,

f=0.

1400

P181, f=

0.1400

P182,

f=0.

1400

P183, f=

0.1400

P184,

f=0.

1400

P185, f=

0.1400

P186,

f=0.

1400

P187, f=

0.1400

P188,

f=0.

1400

P189, f=

0.1400

P190,

f=0.

1400

P191, f=

0.1400

P192,

f=0.

1400 P

193, f=0.1400

P194,

f=0.

1400

P195, f=

0.1400

P196,

f=0.

1400

P197, f=

0.1400

P198,

f=0.

1400

P199, f=

0.1400

P200, f=0.1400P201, f=0.1400P202, f=0.1400

P203, f=0.1400P204, f=0.1400P205, f=0.1400P206, f=0.1400

P207, f=0.1400P208, f=0.1400P209, f=0.1400P210, f=0.1400P211, f=0.1400P212, f=0.1400

P213, f=0.1400P214, f=0.1400P215, f=0.1400

P216, f=0.1400 P217, f=0.1400 P218, f=0.1400P219, f=0.1400P220, f=0.1400P221, f=0.1400P222, f=0.1400P223, f=0.1400

P22

4, f=

0.14

00

N1 -3.0m0.0 bar.g@ 0.0m0.0000 bar.g

N2 -2.5m24.8521 bar.g

N3 -2.5m24.7483 bar.g

N4 -2.5m24.6446 bar.g

N5 -2.5m24.5408 bar.g

N6 -2.0m24.3881 bar.g

N7 -2.0m24.2843 bar.g

N8 -2.0m24.1806 bar.g

N9 -1.5m24.0279 bar.g

N10 -1.0m23.8752 bar.g

N11 -1.0m23.7714 bar.g

N12 -1.0m23.6676 bar.g

N13 -1.0m23.5639 bar.g

N14 -1.0m23.4601 bar.g

N15 -1.5m23.4053 bar.g

N16 -1.5m23.3015 bar.g

N17 -1.0m23.1488 bar.g

N18 -1.0m23.0451 bar.g

N19 -0.5m22.8924 bar.g

N20 -0.5m22.7886 bar.g

N21 -1.0m22.7338 bar.g

N22 -0.5m22.5811 bar.g

N23 0.0m22.4284 bar.g

N24 -0.5m22.3735 bar.g

N25 1.0m22.1230 bar.g

N26 1.0m22.0192 bar.g

N27 -1.0m22.1112 bar.g

N28 -0.5m21.9585 bar.g

N29 1.0m21.7079 bar.g

N30 0.0m21.7020 bar.g

N31 0.0m21.5983 bar.g

N32 0.0m21.4945 bar.g

N33 -0.5m21.4397 bar.g

N34 2.0m21.0912 bar.g

N35 2.0m20.9875 bar.g

N36 -0.5m21.1284 bar.g

N37 0.0m20.9757 bar.g

N38 2.5m20.6272 bar.g

N39 7.0m20.0830 bar.g

N40 8.0m19.8814 bar.g

N41 6.0m19.9734 bar.g

N42 12.5m19.2335 bar.g

N43 14.5m18.9340 bar.g

N44 12.5m19.0259 bar.g

N45 12.5m18.9222 bar.g

N46 7.5m19.3078 bar.g

N47 11.5m18.8125 bar.g

N48 7.5m19.1002 bar.g

N49 0.0m19.7305 bar.g

N50 2.5m19.3821 bar.g

N51 1.0m19.4251 bar.g

N52 0.5m19.3703 bar.g

N53 0.5m19.2665 bar.g

N54 0.5m19.1627 bar.g

N55 1.0m19.0100 bar.g

N56 2.5m18.7595 bar.g

N57 10.0m17.9217 bar.g

N58 11.5m17.6711 bar.g

N59 9.0m17.8120 bar.g

N60 2.5m18.3444 bar.g

N61 0.0m18.4853 bar.g

N62 10.5m17.3539 bar.g

N63 10.0m17.2991 bar.g

N64 2.5m17.9294 bar.g

N65 1.0m17.9724 bar.g

N66 2.0m17.7708 bar.g

N67 2.5m17.6181 bar.g

N68 9.0m16.8782 bar.g

N69 14.5m16.2361 bar.g

N70 12.5m16.3281 bar.g

N71 11.0m16.3711 bar.g

N72 5.0m16.8546 bar.g

N73 2.0m17.0444 bar.g

N74 1.5m16.9896 bar.g

N75 1.5m16.8858 bar.g

N76 1.0m16.8310 bar.g

N77 1.5m16.6783 bar.g

N78 5.0m16.2320 bar.g

N79 10.0m15.6389 bar.g

N80 13.0m15.2415 bar.g

N81 17.5m14.6973 bar.g

N82 18.0m14.5446 bar.g

N83 19.5m14.2941 bar.g

N84 21.0m14.0435 bar.g

N85 20.0m14.0376 bar.g

N86 17.5m14.1785 bar.g

N87 17.5m14.0747 bar.g

N88 17.5m13.9710 bar.g

N89 16.5m13.9651 bar.g

N90 16.5m13.8613 bar.g

N91 18.0m13.6108 bar.g

N92 20.0m13.3112 bar.g

N93 20.5m13.1585 bar.g

N94 19.0m13.2016 bar.g

N95 19.0m13.0978 bar.g

N96 16.5m13.2387 bar.g

N97 13.0m13.4775 bar.g

N98 10.0m13.6674 bar.g

N99 7.0m13.8572 bar.g

N100 6.0m13.8513 bar.g

N101 7.5m13.6008 bar.g

N102 10.0m13.2523 bar.g

N103 11.0m13.0507 bar.g

N104 12.5m12.8001 bar.g

N105 14.0m12.5495 bar.g

N106 17.5m12.1032 bar.g

N107 20.0m11.7548 bar.g

N108 20.0m11.6510 bar.g

N109 18.5m11.6941 bar.g

N110 17.5m11.6882 bar.g

N111 17.5m11.5844 bar.g

N112 18.5m11.3828 bar.g

N113 17.5m11.3769 bar.g

N114 12.5m11.7625 bar.g

N115 8.0m12.0991 bar.g

N116 10.5m11.7507 bar.g

N117 14.0m11.3044 bar.g

N118 15.0m11.1027 bar.g

N119 17.5m10.7543 bar.g

N120 17.0m10.6995 bar.g

N121 17.0m10.5957 bar.g

N122 15.0m10.6877 bar.g

N123 15.0m10.5839 bar.g

N124 17.5m10.2355 bar.g

N125 17.5m10.1317 bar.g

N126 17.5m10.0280 bar.g

N127 21.0m9.5816 bar.g

N128 21.0m9.4779 bar.g

N129 20.0m9.4720 bar.g

N130 17.5m9.6129 bar.g

N131 17.5m9.5091 bar.g

N132 17.5m9.4054 bar.g

N133 18.0m9.2527 bar.g

N134 19.5m9.0021 bar.g

N135 17.0m9.1430 bar.g

N136 14.0m9.3329 bar.g

N137 15.0m9.1312 bar.g

N138 17.0m8.8317 bar.g

N139 16.0m8.8258 bar.g

N140 15.0m8.8199 bar.g

N141 12.5m8.9608 bar.g

N142 11.5m8.9549 bar.g

N143 11.5m8.8512 bar.g

N144 13.0m8.6006 bar.g

N145 14.0m8.3990 bar.g

N146 15.0m8.1973 bar.g

N147 14.0m8.1915 bar.g

N148 13.5m8.1366 bar.g

N149 14.0m7.9839 bar.g

N150 15.0m7.7823 bar.g

N151 11.5m8.0211 bar.g

N152 9.0m8.1620 bar.g

N153 7.5m8.2050 bar.g

N154 7.0m8.1502 bar.g

N155 6.5m8.0954 bar.g

N156 6.0m8.0405 bar.g

N157 7.5m7.7900 bar.g

N158 10.0m7.4415 bar.g

N159 11.5m7.1910 bar.g

N160 12.0m7.0383 bar.g

N161 12.0m6.9345 bar.g

N162 12.5m6.7818 bar.g

N163 11.5m6.7759 bar.g

N164 11.0m6.7211 bar.g

N165 10.0m6.7152 bar.g

N166 10.5m6.5625 bar.g

N167 12.0m6.3119 bar.g

N168 15.0m5.9145 bar.g

N169 15.0m5.8108 bar.g

N170 13.0m5.9028 bar.g

N171 12.0m5.8969 bar.g

N172 13.0m5.6952 bar.g

N173 12.5m5.6404 bar.g

N174 11.0m5.6834 bar.g

N175 7.0m5.9712 bar.g

N176 5.0m6.0631 bar.g

N177 7.5m5.7147 bar.g

N178 8.0m5.5620 bar.g

N179 6.5m5.6050 bar.g

N180 4.5m5.6970 bar.g

N181 6.0m5.4464 bar.g

N182 9.0m5.0491 bar.g

N183 10.0m4.8474 bar.g

N184 10.0m4.7437 bar.g

N185 6.0m5.0314 bar.g

N186 5.0m5.0255 bar.g

N187 6.0m4.8239 bar.g

N188 10.0m4.3286 bar.g

N189 11.0m4.1270 bar.g

N190 12.0m3.9253 bar.g

N191 12.5m3.7726 bar.g

N192 13.5m3.5710 bar.g

N193 15.0m3.3204 bar.g

N194 14.0m3.3146 bar.g

N195 13.0m3.3087 bar.g

N196 12.0m3.3028 bar.g

N197 10.0m3.3947 bar.g

N198 8.0m3.4867 bar.g

N199 8.0m3.3830 bar.g

N200 10.0m3.0834 bar.g

N201 11.5m2.8329 bar.g

N202 11.0m2.7781 bar.g

N203 7.5m3.0168 bar.g

N204 7.5m2.9131 bar.g

N205 8.5m2.7114 bar.g

N206 7.5m2.7055 bar.g

N207 3.0m3.0422 bar.g

N208 2.5m2.9874 bar.g

N209 1.5m2.9815 bar.g

N210 0.5m2.9756 bar.g

N211 0.0m2.9207 bar.g

N212 0.0m2.8170 bar.g

N213 0.0m2.7132 bar.g

N214 0.0m2.6095 bar.g

N215 -0.5m2.5546 bar.g

N216 -1.0m2.4998 bar.g

N217 -1.5m2.4450 bar.g

N218 -1.5m2.3412 bar.g

N219 -2.0m2.2864 bar.g

N220 -2.0m2.1826 bar.g

N221 -2.0m2.0788 bar.g

N222 -2.0m1.9751 bar.g

N223 -1.5m1.8224 bar.g

N224 0.0m1.5718 bar.g

N225 15.0m0.0 bar.g@ 0.0m0.0000 bar.g

Pipe Flow Expert Results Keyf = flow in m³/sec0.1 0.1 0.1 0.1 0.1 0.1

Color of Pipe: Flow Rate in m³/sec

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 2

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Fluid Data

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

State

1 Water H2O 20.000 0.0000 997.998 1.004 1.002 0.023990 Liquid

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 3

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pump Data

Pipe Id Pipe Name Pump Name Speed rpm Pref. Op From m³/sec

Pref. Op To m³/sec

Flow In/Out m³/sec

Velocity m/sec

Suction Pressure bar.g

Discharge Pressure bar.g

Pump Head (+) m.hd Fluid

Pump NPSHr m.hd (absolute)

Pump NPSHa m.hd (absolute)

Pump Efficiency Percentage

Pump Power Kilowatts

1 P1 Pump Set Flow Rate

0.1400 2.163 -0.0010 25.0037 255.489 Not known 10.097 Not known Not Known

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 4

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Data

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

1 P1 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 0.0000 24.8521

2 P2 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.8521 24.7483

3 P3 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.7483 24.6446

4 P4 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.6446 24.5408

5 P5 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.5408 24.3881

6 P6 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.3881 24.2843

7 P7 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.2843 24.1806

8 P8 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.1806 24.0279

9 P9 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 24.0279 23.8752

10 P10 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.8752 23.7714

11 P11 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.7714 23.6676

12 P12 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.6676 23.5639

13 P13 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.5639 23.4601

14 P14 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.4601 23.4053

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 5

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

15 P15 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.4053 23.3015

16 P16 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.3015 23.1488

17 P17 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.1488 23.0451

18 P18 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 23.0451 22.8924

19 P19 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.8924 22.7886

20 P20 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.7886 22.7338

21 P21 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.7338 22.5811

22 P22 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.5811 22.4284

23 P23 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.4284 22.3735

24 P24 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.3735 22.1230

25 P25 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.1230 22.0192

26 P26 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.0192 22.1112

27 P27 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 22.1112 21.9585

28 P28 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.9585 21.7079

29 P29 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.7079 21.7020

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 6

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

30 P30 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.7020 21.5983

31 P31 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.5983 21.4945

32 P32 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.4945 21.4397

33 P33 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.4397 21.0912

34 P34 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.0912 20.9875

35 P35 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 20.9875 21.1284

36 P36 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 21.1284 20.9757

37 P37 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 20.9757 20.6272

38 P38 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 20.6272 20.0830

39 P39 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 20.0830 19.8814

40 P40 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.8814 19.9734

41 P41 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.9734 19.2335

42 P42 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.2335 18.9340

43 P43 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 18.9340 19.0259

44 P44 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.0259 18.9222

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 7

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

45 P45 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 18.9222 19.3078

46 P46 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.3078 18.8125

47 P47 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 18.8125 19.1002

48 P48 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.1002 19.7305

49 P49 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.7305 19.3821

50 P50 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.3821 19.4251

51 P51 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.4251 19.3703

52 P52 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.3703 19.2665

53 P53 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.2665 19.1627

54 P54 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.1627 19.0100

55 P55 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 19.0100 18.7595

56 P56 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 18.7595 17.9217

57 P57 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.9217 17.6711

58 P58 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.6711 17.8120

59 P59 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.8120 18.3444

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 8

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

60 P60 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 18.3444 18.4853

61 P61 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 18.4853 17.3539

62 P62 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.3539 17.2991

63 P63 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.2991 17.9294

64 P64 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.9294 17.9724

65 P65 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.9724 17.7708

66 P66 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.7708 17.6181

67 P67 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.6181 16.8782

68 P68 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.8782 16.2361

69 P69 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.2361 16.3281

70 P70 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.3281 16.3711

71 P71 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.3711 16.8546

72 P72 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.8546 17.0444

73 P73 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 17.0444 16.9896

74 P74 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.9896 16.8858

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 9

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

75 P75 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.8858 16.8310

76 P76 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.8310 16.6783

77 P77 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.6783 16.2320

78 P78 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 16.2320 15.6389

79 P79 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 15.6389 15.2415

80 P80 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 15.2415 14.6973

81 P81 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 14.6973 14.5446

82 P82 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 14.5446 14.2941

83 P83 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 14.2941 14.0435

84 P84 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 14.0435 14.0376

85 P85 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 14.0376 14.1785

86 P86 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 14.1785 14.0747

87 P87 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 14.0747 13.9710

88 P88 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.9710 13.9651

89 P89 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.9651 13.8613

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 10

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

90 P90 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.8613 13.6108

91 P91 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.6108 13.3112

92 P92 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.3112 13.1585

93 P93 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.1585 13.2016

94 P94 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.2016 13.0978

95 P95 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.0978 13.2387

96 P96 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.2387 13.4775

97 P97 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.4775 13.6674

98 P98 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.6674 13.8572

99 P99 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.8572 13.8513

100 P100 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.8513 13.6008

101 P101 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.6008 13.2523

102 P102 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.2523 13.0507

103 P103 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 13.0507 12.8001

104 P104 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 12.8001 12.5495

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 11

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

105 P105 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 12.5495 12.1032

106 P106 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 12.1032 11.7548

107 P107 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.7548 11.6510

108 P108 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.6510 11.6941

109 P109 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.6941 11.6882

110 P110 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.6882 11.5844

111 P111 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.5844 11.3828

112 P112 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.3828 11.3769

113 P113 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.3769 11.7625

114 P114 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.7625 12.0991

115 P115 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 12.0991 11.7507

116 P116 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.7507 11.3044

117 P117 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.3044 11.1027

118 P118 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 11.1027 10.7543

119 P119 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.7543 10.6995

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 12

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

120 P120 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.6995 10.5957

121 P121 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.5957 10.6877

122 P122 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.6877 10.5839

123 P123 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.5839 10.2355

124 P124 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.2355 10.1317

125 P125 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.1317 10.0280

126 P126 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 10.0280 9.5816

127 P127 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.5816 9.4779

128 P128 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.4779 9.4720

129 P129 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.4720 9.6129

130 P130 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.6129 9.5091

131 P131 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.5091 9.4054

132 P132 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.4054 9.2527

133 P133 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.2527 9.0021

134 P134 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.0021 9.1430

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 13

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

135 P135 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.1430 9.3329

136 P136 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.3329 9.1312

137 P137 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 9.1312 8.8317

138 P138 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.8317 8.8258

139 P139 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.8258 8.8199

140 P140 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.8199 8.9608

141 P141 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.9608 8.9549

142 P142 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.9549 8.8512

143 P143 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.8512 8.6006

144 P144 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.6006 8.3990

145 P145 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.3990 8.1973

146 P146 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.1973 8.1915

147 P147 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.1915 8.1366

148 P148 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.1366 7.9839

149 P149 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 7.9839 7.7823

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 14

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

150 P150 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 7.7823 8.0211

151 P151 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.0211 8.1620

152 P152 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.1620 8.2050

153 P153 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.2050 8.1502

154 P154 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.1502 8.0954

155 P155 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.0954 8.0405

156 P156 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 8.0405 7.7900

157 P157 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 7.7900 7.4415

158 P158 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 7.4415 7.1910

159 P159 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 7.1910 7.0383

160 P160 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 7.0383 6.9345

161 P161 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.9345 6.7818

162 P162 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.7818 6.7759

163 P163 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.7759 6.7211

164 P164 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.7211 6.7152

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 15

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

165 P165 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.7152 6.5625

166 P166 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.5625 6.3119

167 P167 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.3119 5.9145

168 P168 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.9145 5.8108

169 P169 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.8108 5.9028

170 P170 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.9028 5.8969

171 P171 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.8969 5.6952

172 P172 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.6952 5.6404

173 P173 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.6404 5.6834

174 P174 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.6834 5.9712

175 P175 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.9712 6.0631

176 P176 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 6.0631 5.7147

177 P177 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.7147 5.5620

178 P178 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.5620 5.6050

179 P179 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.6050 5.6970

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 16

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

180 P180 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.6970 5.4464

181 P181 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.4464 5.0491

182 P182 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.0491 4.8474

183 P183 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 4.8474 4.7437

184 P184 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 4.7437 5.0314

185 P185 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.0314 5.0255

186 P186 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 5.0255 4.8239

187 P187 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 4.8239 4.3286

188 P188 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 4.3286 4.1270

189 P189 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 4.1270 3.9253

190 P190 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.9253 3.7726

191 P191 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.7726 3.5710

192 P192 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.5710 3.3204

193 P193 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.3204 3.3146

194 P194 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.3146 3.3087

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 17

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

195 P195 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.3087 3.3028

196 P196 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.3028 3.3947

197 P197 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.3947 3.4867

198 P198 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.4867 3.3830

199 P199 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.3830 3.0834

200 P200 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.0834 2.8329

201 P201 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.8329 2.7781

202 P202 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.7781 3.0168

203 P203 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.0168 2.9131

204 P204 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.9131 2.7114

205 P205 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.7114 2.7055

206 P206 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.7055 3.0422

207 P207 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 3.0422 2.9874

208 P208 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.9874 2.9815

209 P209 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.9815 2.9756

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 18

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name and Notes

Material Inner Diameter inch

Roughness inch Length m Total K Mass Flow kg/sec

Flow m³/sec Velocity m/sec Entry Pressure bar.g

Exit Pressure bar.g

210 P210 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.9756 2.9207

211 P211 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.9207 2.8170

212 P212 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.8170 2.7132

213 P213 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.7132 2.6095

214 P214 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.6095 2.5546

215 P215 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.5546 2.4998

216 P216 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.4998 2.4450

217 P217 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.4450 2.3412

218 P218 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.3412 2.2864

219 P219 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.2864 2.1826

220 P220 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.1826 2.0788

221 P221 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 2.0788 1.9751

222 P222 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 1.9751 1.8224

223 P223 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 1.8224 1.5718

224 P224 14" (350mm) HDPE SDR 11 (160 psi)

11.302 0.000 100.000 0.0000 139.7197 0.1400 2.163 1.5718 0.0000

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 19

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Node Data

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

Press. at Node bar.g

HGL at Node m.hd Fluid

Demand In m³/sec

Demand Out m³/sec

Total Flow In m³/sec

Total Flow Out m³/sec

1 Tank N1 -3.000 0.000 0.0000 0.0000 -3.000 N/A N/A 0.0000 0.14002 Join Point N2 -2.500 N/A N/A 24.8521 251.429 0.0000 0.0000 0.1400 0.14003 Join Point N3 -2.500 N/A N/A 24.7483 250.369 0.0000 0.0000 0.1400 0.14004 Join Point N4 -2.500 N/A N/A 24.6446 249.309 0.0000 0.0000 0.1400 0.14005 Join Point N5 -2.500 N/A N/A 24.5408 248.248 0.0000 0.0000 0.1400 0.14006 Join Point N6 -2.000 N/A N/A 24.3881 247.188 0.0000 0.0000 0.1400 0.14007 Join Point N7 -2.000 N/A N/A 24.2843 246.128 0.0000 0.0000 0.1400 0.14008 Join Point N8 -2.000 N/A N/A 24.1806 245.068 0.0000 0.0000 0.1400 0.14009 Join Point N9 -1.500 N/A N/A 24.0279 244.008 0.0000 0.0000 0.1400 0.140010 Join Point N10 -1.000 N/A N/A 23.8752 242.947 0.0000 0.0000 0.1400 0.140011 Join Point N11 -1.000 N/A N/A 23.7714 241.887 0.0000 0.0000 0.1400 0.140012 Join Point N12 -1.000 N/A N/A 23.6676 240.827 0.0000 0.0000 0.1400 0.140013 Join Point N13 -1.000 N/A N/A 23.5639 239.767 0.0000 0.0000 0.1400 0.140014 Join Point N14 -1.000 N/A N/A 23.4601 238.706 0.0000 0.0000 0.1400 0.140015 Join Point N15 -1.500 N/A N/A 23.4053 237.646 0.0000 0.0000 0.1400 0.140016 Join Point N16 -1.500 N/A N/A 23.3015 236.586 0.0000 0.0000 0.1400 0.140017 Join Point N17 -1.000 N/A N/A 23.1488 235.526 0.0000 0.0000 0.1400 0.140018 Join Point N18 -1.000 N/A N/A 23.0451 234.466 0.0000 0.0000 0.1400 0.140019 Join Point N19 -0.500 N/A N/A 22.8924 233.405 0.0000 0.0000 0.1400 0.140020 Join Point N20 -0.500 N/A N/A 22.7886 232.345 0.0000 0.0000 0.1400 0.140021 Join Point N21 -1.000 N/A N/A 22.7338 231.285 0.0000 0.0000 0.1400 0.140022 Join Point N22 -0.500 N/A N/A 22.5811 230.225 0.0000 0.0000 0.1400 0.140023 Join Point N23 0.000 N/A N/A 22.4284 229.164 0.0000 0.0000 0.1400 0.140024 Join Point N24 -0.500 N/A N/A 22.3735 228.104 0.0000 0.0000 0.1400 0.140025 Join Point N25 1.000 N/A N/A 22.1230 227.044 0.0000 0.0000 0.1400 0.140026 Join Point N26 1.000 N/A N/A 22.0192 225.984 0.0000 0.0000 0.1400 0.140027 Join Point N27 -1.000 N/A N/A 22.1112 224.924 0.0000 0.0000 0.1400 0.140028 Join Point N28 -0.500 N/A N/A 21.9585 223.863 0.0000 0.0000 0.1400 0.140029 Join Point N29 1.000 N/A N/A 21.7079 222.803 0.0000 0.0000 0.1400 0.140030 Join Point N30 0.000 N/A N/A 21.7020 221.743 0.0000 0.0000 0.1400 0.140031 Join Point N31 0.000 N/A N/A 21.5983 220.683 0.0000 0.0000 0.1400 0.140032 Join Point N32 0.000 N/A N/A 21.4945 219.622 0.0000 0.0000 0.1400 0.140033 Join Point N33 -0.500 N/A N/A 21.4397 218.562 0.0000 0.0000 0.1400 0.1400

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 20

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

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

Press. at Node bar.g

HGL at Node m.hd Fluid

Demand In m³/sec

Demand Out m³/sec

Total Flow In m³/sec

Total Flow Out m³/sec

34 Join Point N34 2.000 N/A N/A 21.0912 217.502 0.0000 0.0000 0.1400 0.140035 Join Point N35 2.000 N/A N/A 20.9875 216.442 0.0000 0.0000 0.1400 0.140036 Join Point N36 -0.500 N/A N/A 21.1284 215.382 0.0000 0.0000 0.1400 0.140037 Join Point N37 0.000 N/A N/A 20.9757 214.321 0.0000 0.0000 0.1400 0.140038 Join Point N38 2.500 N/A N/A 20.6272 213.261 0.0000 0.0000 0.1400 0.140039 Join Point N39 7.000 N/A N/A 20.0830 212.201 0.0000 0.0000 0.1400 0.140040 Join Point N40 8.000 N/A N/A 19.8814 211.141 0.0000 0.0000 0.1400 0.140041 Join Point N41 6.000 N/A N/A 19.9734 210.080 0.0000 0.0000 0.1400 0.140042 Join Point N42 12.500 N/A N/A 19.2335 209.020 0.0000 0.0000 0.1400 0.140043 Join Point N43 14.500 N/A N/A 18.9340 207.960 0.0000 0.0000 0.1400 0.140044 Join Point N44 12.500 N/A N/A 19.0259 206.900 0.0000 0.0000 0.1400 0.140045 Join Point N45 12.500 N/A N/A 18.9222 205.840 0.0000 0.0000 0.1400 0.140046 Join Point N46 7.500 N/A N/A 19.3078 204.779 0.0000 0.0000 0.1400 0.140047 Join Point N47 11.500 N/A N/A 18.8125 203.719 0.0000 0.0000 0.1400 0.140048 Join Point N48 7.500 N/A N/A 19.1002 202.659 0.0000 0.0000 0.1400 0.140049 Join Point N49 0.000 N/A N/A 19.7305 201.599 0.0000 0.0000 0.1400 0.140050 Join Point N50 2.500 N/A N/A 19.3821 200.538 0.0000 0.0000 0.1400 0.140051 Join Point N51 1.000 N/A N/A 19.4251 199.478 0.0000 0.0000 0.1400 0.140052 Join Point N52 0.500 N/A N/A 19.3703 198.418 0.0000 0.0000 0.1400 0.140053 Join Point N53 0.500 N/A N/A 19.2665 197.358 0.0000 0.0000 0.1400 0.140054 Join Point N54 0.500 N/A N/A 19.1627 196.298 0.0000 0.0000 0.1400 0.140055 Join Point N55 1.000 N/A N/A 19.0100 195.237 0.0000 0.0000 0.1400 0.140056 Join Point N56 2.500 N/A N/A 18.7595 194.177 0.0000 0.0000 0.1400 0.140057 Join Point N57 10.000 N/A N/A 17.9217 193.117 0.0000 0.0000 0.1400 0.140058 Join Point N58 11.500 N/A N/A 17.6711 192.057 0.0000 0.0000 0.1400 0.140059 Join Point N59 9.000 N/A N/A 17.8120 190.997 0.0000 0.0000 0.1400 0.140060 Join Point N60 2.500 N/A N/A 18.3444 189.936 0.0000 0.0000 0.1400 0.140061 Join Point N61 0.000 N/A N/A 18.4853 188.876 0.0000 0.0000 0.1400 0.140062 Join Point N62 10.500 N/A N/A 17.3539 187.816 0.0000 0.0000 0.1400 0.140063 Join Point N63 10.000 N/A N/A 17.2991 186.756 0.0000 0.0000 0.1400 0.140064 Join Point N64 2.500 N/A N/A 17.9294 185.695 0.0000 0.0000 0.1400 0.140065 Join Point N65 1.000 N/A N/A 17.9724 184.635 0.0000 0.0000 0.1400 0.140066 Join Point N66 2.000 N/A N/A 17.7708 183.575 0.0000 0.0000 0.1400 0.140067 Join Point N67 2.500 N/A N/A 17.6181 182.515 0.0000 0.0000 0.1400 0.140068 Join Point N68 9.000 N/A N/A 16.8782 181.455 0.0000 0.0000 0.1400 0.140069 Join Point N69 14.500 N/A N/A 16.2361 180.394 0.0000 0.0000 0.1400 0.140070 Join Point N70 12.500 N/A N/A 16.3281 179.334 0.0000 0.0000 0.1400 0.140071 Join Point N71 11.000 N/A N/A 16.3711 178.274 0.0000 0.0000 0.1400 0.1400

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 21

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

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

Press. at Node bar.g

HGL at Node m.hd Fluid

Demand In m³/sec

Demand Out m³/sec

Total Flow In m³/sec

Total Flow Out m³/sec

72 Join Point N72 5.000 N/A N/A 16.8546 177.214 0.0000 0.0000 0.1400 0.140073 Join Point N73 2.000 N/A N/A 17.0444 176.153 0.0000 0.0000 0.1400 0.140074 Join Point N74 1.500 N/A N/A 16.9896 175.093 0.0000 0.0000 0.1400 0.140075 Join Point N75 1.500 N/A N/A 16.8858 174.033 0.0000 0.0000 0.1400 0.140076 Join Point N76 1.000 N/A N/A 16.8310 172.973 0.0000 0.0000 0.1400 0.140077 Join Point N77 1.500 N/A N/A 16.6783 171.913 0.0000 0.0000 0.1400 0.140078 Join Point N78 5.000 N/A N/A 16.2320 170.852 0.0000 0.0000 0.1400 0.140079 Join Point N79 10.000 N/A N/A 15.6389 169.792 0.0000 0.0000 0.1400 0.140080 Join Point N80 13.000 N/A N/A 15.2415 168.732 0.0000 0.0000 0.1400 0.140081 Join Point N81 17.500 N/A N/A 14.6973 167.672 0.0000 0.0000 0.1400 0.140082 Join Point N82 18.000 N/A N/A 14.5446 166.611 0.0000 0.0000 0.1400 0.140083 Join Point N83 19.500 N/A N/A 14.2941 165.551 0.0000 0.0000 0.1400 0.140084 Join Point N84 21.000 N/A N/A 14.0435 164.491 0.0000 0.0000 0.1400 0.140085 Join Point N85 20.000 N/A N/A 14.0376 163.431 0.0000 0.0000 0.1400 0.140086 Join Point N86 17.500 N/A N/A 14.1785 162.371 0.0000 0.0000 0.1400 0.140087 Join Point N87 17.500 N/A N/A 14.0747 161.310 0.0000 0.0000 0.1400 0.140088 Join Point N88 17.500 N/A N/A 13.9710 160.250 0.0000 0.0000 0.1400 0.140089 Join Point N89 16.500 N/A N/A 13.9651 159.190 0.0000 0.0000 0.1400 0.140090 Join Point N90 16.500 N/A N/A 13.8613 158.130 0.0000 0.0000 0.1400 0.140091 Join Point N91 18.000 N/A N/A 13.6108 157.069 0.0000 0.0000 0.1400 0.140092 Join Point N92 20.000 N/A N/A 13.3112 156.009 0.0000 0.0000 0.1400 0.140093 Join Point N93 20.500 N/A N/A 13.1585 154.949 0.0000 0.0000 0.1400 0.140094 Join Point N94 19.000 N/A N/A 13.2016 153.889 0.0000 0.0000 0.1400 0.140095 Join Point N95 19.000 N/A N/A 13.0978 152.829 0.0000 0.0000 0.1400 0.140096 Join Point N96 16.500 N/A N/A 13.2387 151.768 0.0000 0.0000 0.1400 0.140097 Join Point N97 13.000 N/A N/A 13.4775 150.708 0.0000 0.0000 0.1400 0.140098 Join Point N98 10.000 N/A N/A 13.6674 149.648 0.0000 0.0000 0.1400 0.140099 Join Point N99 7.000 N/A N/A 13.8572 148.588 0.0000 0.0000 0.1400 0.1400100 Join Point N100 6.000 N/A N/A 13.8513 147.527 0.0000 0.0000 0.1400 0.1400101 Join Point N101 7.500 N/A N/A 13.6008 146.467 0.0000 0.0000 0.1400 0.1400102 Join Point N102 10.000 N/A N/A 13.2523 145.407 0.0000 0.0000 0.1400 0.1400103 Join Point N103 11.000 N/A N/A 13.0507 144.347 0.0000 0.0000 0.1400 0.1400104 Join Point N104 12.500 N/A N/A 12.8001 143.287 0.0000 0.0000 0.1400 0.1400105 Join Point N105 14.000 N/A N/A 12.5495 142.226 0.0000 0.0000 0.1400 0.1400106 Join Point N106 17.500 N/A N/A 12.1032 141.166 0.0000 0.0000 0.1400 0.1400107 Join Point N107 20.000 N/A N/A 11.7548 140.106 0.0000 0.0000 0.1400 0.1400108 Join Point N108 20.000 N/A N/A 11.6510 139.046 0.0000 0.0000 0.1400 0.1400109 Join Point N109 18.500 N/A N/A 11.6941 137.986 0.0000 0.0000 0.1400 0.1400

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 22

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

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

Press. at Node bar.g

HGL at Node m.hd Fluid

Demand In m³/sec

Demand Out m³/sec

Total Flow In m³/sec

Total Flow Out m³/sec

110 Join Point N110 17.500 N/A N/A 11.6882 136.925 0.0000 0.0000 0.1400 0.1400111 Join Point N111 17.500 N/A N/A 11.5844 135.865 0.0000 0.0000 0.1400 0.1400112 Join Point N112 18.500 N/A N/A 11.3828 134.805 0.0000 0.0000 0.1400 0.1400113 Join Point N113 17.500 N/A N/A 11.3769 133.745 0.0000 0.0000 0.1400 0.1400114 Join Point N114 12.500 N/A N/A 11.7625 132.684 0.0000 0.0000 0.1400 0.1400115 Join Point N115 8.000 N/A N/A 12.0991 131.624 0.0000 0.0000 0.1400 0.1400116 Join Point N116 10.500 N/A N/A 11.7507 130.564 0.0000 0.0000 0.1400 0.1400117 Join Point N117 14.000 N/A N/A 11.3044 129.504 0.0000 0.0000 0.1400 0.1400118 Join Point N118 15.000 N/A N/A 11.1027 128.444 0.0000 0.0000 0.1400 0.1400119 Join Point N119 17.500 N/A N/A 10.7543 127.383 0.0000 0.0000 0.1400 0.1400120 Join Point N120 17.000 N/A N/A 10.6995 126.323 0.0000 0.0000 0.1400 0.1400121 Join Point N121 17.000 N/A N/A 10.5957 125.263 0.0000 0.0000 0.1400 0.1400122 Join Point N122 15.000 N/A N/A 10.6877 124.203 0.0000 0.0000 0.1400 0.1400123 Join Point N123 15.000 N/A N/A 10.5839 123.142 0.0000 0.0000 0.1400 0.1400124 Join Point N124 17.500 N/A N/A 10.2355 122.082 0.0000 0.0000 0.1400 0.1400125 Join Point N125 17.500 N/A N/A 10.1317 121.022 0.0000 0.0000 0.1400 0.1400126 Join Point N126 17.500 N/A N/A 10.0280 119.962 0.0000 0.0000 0.1400 0.1400127 Join Point N127 21.000 N/A N/A 9.5816 118.902 0.0000 0.0000 0.1400 0.1400128 Join Point N128 21.000 N/A N/A 9.4779 117.841 0.0000 0.0000 0.1400 0.1400129 Join Point N129 20.000 N/A N/A 9.4720 116.781 0.0000 0.0000 0.1400 0.1400130 Join Point N130 17.500 N/A N/A 9.6129 115.721 0.0000 0.0000 0.1400 0.1400131 Join Point N131 17.500 N/A N/A 9.5091 114.661 0.0000 0.0000 0.1400 0.1400132 Join Point N132 17.500 N/A N/A 9.4054 113.600 0.0000 0.0000 0.1400 0.1400133 Join Point N133 18.000 N/A N/A 9.2527 112.540 0.0000 0.0000 0.1400 0.1400134 Join Point N134 19.500 N/A N/A 9.0021 111.480 0.0000 0.0000 0.1400 0.1400135 Join Point N135 17.000 N/A N/A 9.1430 110.420 0.0000 0.0000 0.1400 0.1400136 Join Point N136 14.000 N/A N/A 9.3329 109.360 0.0000 0.0000 0.1400 0.1400137 Join Point N137 15.000 N/A N/A 9.1312 108.299 0.0000 0.0000 0.1400 0.1400138 Join Point N138 17.000 N/A N/A 8.8317 107.239 0.0000 0.0000 0.1400 0.1400139 Join Point N139 16.000 N/A N/A 8.8258 106.179 0.0000 0.0000 0.1400 0.1400140 Join Point N140 15.000 N/A N/A 8.8199 105.119 0.0000 0.0000 0.1400 0.1400141 Join Point N141 12.500 N/A N/A 8.9608 104.058 0.0000 0.0000 0.1400 0.1400142 Join Point N142 11.500 N/A N/A 8.9549 102.998 0.0000 0.0000 0.1400 0.1400143 Join Point N143 11.500 N/A N/A 8.8512 101.938 0.0000 0.0000 0.1400 0.1400144 Join Point N144 13.000 N/A N/A 8.6006 100.878 0.0000 0.0000 0.1400 0.1400145 Join Point N145 14.000 N/A N/A 8.3990 99.818 0.0000 0.0000 0.1400 0.1400146 Join Point N146 15.000 N/A N/A 8.1973 98.757 0.0000 0.0000 0.1400 0.1400147 Join Point N147 14.000 N/A N/A 8.1915 97.697 0.0000 0.0000 0.1400 0.1400

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 23

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

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

Press. at Node bar.g

HGL at Node m.hd Fluid

Demand In m³/sec

Demand Out m³/sec

Total Flow In m³/sec

Total Flow Out m³/sec

148 Join Point N148 13.500 N/A N/A 8.1366 96.637 0.0000 0.0000 0.1400 0.1400149 Join Point N149 14.000 N/A N/A 7.9839 95.577 0.0000 0.0000 0.1400 0.1400150 Join Point N150 15.000 N/A N/A 7.7823 94.516 0.0000 0.0000 0.1400 0.1400151 Join Point N151 11.500 N/A N/A 8.0211 93.456 0.0000 0.0000 0.1400 0.1400152 Join Point N152 9.000 N/A N/A 8.1620 92.396 0.0000 0.0000 0.1400 0.1400153 Join Point N153 7.500 N/A N/A 8.2050 91.336 0.0000 0.0000 0.1400 0.1400154 Join Point N154 7.000 N/A N/A 8.1502 90.276 0.0000 0.0000 0.1400 0.1400155 Join Point N155 6.500 N/A N/A 8.0954 89.215 0.0000 0.0000 0.1400 0.1400156 Join Point N156 6.000 N/A N/A 8.0405 88.155 0.0000 0.0000 0.1400 0.1400157 Join Point N157 7.500 N/A N/A 7.7900 87.095 0.0000 0.0000 0.1400 0.1400158 Join Point N158 10.000 N/A N/A 7.4415 86.035 0.0000 0.0000 0.1400 0.1400159 Join Point N159 11.500 N/A N/A 7.1910 84.975 0.0000 0.0000 0.1400 0.1400160 Join Point N160 12.000 N/A N/A 7.0383 83.914 0.0000 0.0000 0.1400 0.1400161 Join Point N161 12.000 N/A N/A 6.9345 82.854 0.0000 0.0000 0.1400 0.1400162 Join Point N162 12.500 N/A N/A 6.7818 81.794 0.0000 0.0000 0.1400 0.1400163 Join Point N163 11.500 N/A N/A 6.7759 80.734 0.0000 0.0000 0.1400 0.1400164 Join Point N164 11.000 N/A N/A 6.7211 79.673 0.0000 0.0000 0.1400 0.1400165 Join Point N165 10.000 N/A N/A 6.7152 78.613 0.0000 0.0000 0.1400 0.1400166 Join Point N166 10.500 N/A N/A 6.5625 77.553 0.0000 0.0000 0.1400 0.1400167 Join Point N167 12.000 N/A N/A 6.3119 76.493 0.0000 0.0000 0.1400 0.1400168 Join Point N168 15.000 N/A N/A 5.9145 75.433 0.0000 0.0000 0.1400 0.1400169 Join Point N169 15.000 N/A N/A 5.8108 74.372 0.0000 0.0000 0.1400 0.1400170 Join Point N170 13.000 N/A N/A 5.9028 73.312 0.0000 0.0000 0.1400 0.1400171 Join Point N171 12.000 N/A N/A 5.8969 72.252 0.0000 0.0000 0.1400 0.1400172 Join Point N172 13.000 N/A N/A 5.6952 71.192 0.0000 0.0000 0.1400 0.1400173 Join Point N173 12.500 N/A N/A 5.6404 70.131 0.0000 0.0000 0.1400 0.1400174 Join Point N174 11.000 N/A N/A 5.6834 69.071 0.0000 0.0000 0.1400 0.1400175 Join Point N175 7.000 N/A N/A 5.9712 68.011 0.0000 0.0000 0.1400 0.1400176 Join Point N176 5.000 N/A N/A 6.0631 66.951 0.0000 0.0000 0.1400 0.1400177 Join Point N177 7.500 N/A N/A 5.7147 65.891 0.0000 0.0000 0.1400 0.1400178 Join Point N178 8.000 N/A N/A 5.5620 64.830 0.0000 0.0000 0.1400 0.1400179 Join Point N179 6.500 N/A N/A 5.6050 63.770 0.0000 0.0000 0.1400 0.1400180 Join Point N180 4.500 N/A N/A 5.6970 62.710 0.0000 0.0000 0.1400 0.1400181 Join Point N181 6.000 N/A N/A 5.4464 61.650 0.0000 0.0000 0.1400 0.1400182 Join Point N182 9.000 N/A N/A 5.0491 60.589 0.0000 0.0000 0.1400 0.1400183 Join Point N183 10.000 N/A N/A 4.8474 59.529 0.0000 0.0000 0.1400 0.1400184 Join Point N184 10.000 N/A N/A 4.7437 58.469 0.0000 0.0000 0.1400 0.1400185 Join Point N185 6.000 N/A N/A 5.0314 57.409 0.0000 0.0000 0.1400 0.1400

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 24

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

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

Press. at Node bar.g

HGL at Node m.hd Fluid

Demand In m³/sec

Demand Out m³/sec

Total Flow In m³/sec

Total Flow Out m³/sec

186 Join Point N186 5.000 N/A N/A 5.0255 56.349 0.0000 0.0000 0.1400 0.1400187 Join Point N187 6.000 N/A N/A 4.8239 55.288 0.0000 0.0000 0.1400 0.1400188 Join Point N188 10.000 N/A N/A 4.3286 54.228 0.0000 0.0000 0.1400 0.1400189 Join Point N189 11.000 N/A N/A 4.1270 53.168 0.0000 0.0000 0.1400 0.1400190 Join Point N190 12.000 N/A N/A 3.9253 52.108 0.0000 0.0000 0.1400 0.1400191 Join Point N191 12.500 N/A N/A 3.7726 51.047 0.0000 0.0000 0.1400 0.1400192 Join Point N192 13.500 N/A N/A 3.5710 49.987 0.0000 0.0000 0.1400 0.1400193 Join Point N193 15.000 N/A N/A 3.3204 48.927 0.0000 0.0000 0.1400 0.1400194 Join Point N194 14.000 N/A N/A 3.3146 47.867 0.0000 0.0000 0.1400 0.1400195 Join Point N195 13.000 N/A N/A 3.3087 46.807 0.0000 0.0000 0.1400 0.1400196 Join Point N196 12.000 N/A N/A 3.3028 45.746 0.0000 0.0000 0.1400 0.1400197 Join Point N197 10.000 N/A N/A 3.3947 44.686 0.0000 0.0000 0.1400 0.1400198 Join Point N198 8.000 N/A N/A 3.4867 43.626 0.0000 0.0000 0.1400 0.1400199 Join Point N199 8.000 N/A N/A 3.3830 42.566 0.0000 0.0000 0.1400 0.1400200 Join Point N200 10.000 N/A N/A 3.0834 41.505 0.0000 0.0000 0.1400 0.1400201 Join Point N201 11.500 N/A N/A 2.8329 40.445 0.0000 0.0000 0.1400 0.1400202 Join Point N202 11.000 N/A N/A 2.7781 39.385 0.0000 0.0000 0.1400 0.1400203 Join Point N203 7.500 N/A N/A 3.0168 38.325 0.0000 0.0000 0.1400 0.1400204 Join Point N204 7.500 N/A N/A 2.9131 37.265 0.0000 0.0000 0.1400 0.1400205 Join Point N205 8.500 N/A N/A 2.7114 36.204 0.0000 0.0000 0.1400 0.1400206 Join Point N206 7.500 N/A N/A 2.7055 35.144 0.0000 0.0000 0.1400 0.1400207 Join Point N207 3.000 N/A N/A 3.0422 34.084 0.0000 0.0000 0.1400 0.1400208 Join Point N208 2.500 N/A N/A 2.9874 33.024 0.0000 0.0000 0.1400 0.1400209 Join Point N209 1.500 N/A N/A 2.9815 31.964 0.0000 0.0000 0.1400 0.1400210 Join Point N210 0.500 N/A N/A 2.9756 30.903 0.0000 0.0000 0.1400 0.1400211 Join Point N211 0.000 N/A N/A 2.9207 29.843 0.0000 0.0000 0.1400 0.1400212 Join Point N212 0.000 N/A N/A 2.8170 28.783 0.0000 0.0000 0.1400 0.1400213 Join Point N213 0.000 N/A N/A 2.7132 27.723 0.0000 0.0000 0.1400 0.1400214 Join Point N214 0.000 N/A N/A 2.6095 26.662 0.0000 0.0000 0.1400 0.1400215 Join Point N215 -0.500 N/A N/A 2.5546 25.602 0.0000 0.0000 0.1400 0.1400216 Join Point N216 -1.000 N/A N/A 2.4998 24.542 0.0000 0.0000 0.1400 0.1400217 Join Point N217 -1.500 N/A N/A 2.4450 23.482 0.0000 0.0000 0.1400 0.1400218 Join Point N218 -1.500 N/A N/A 2.3412 22.422 0.0000 0.0000 0.1400 0.1400219 Join Point N219 -2.000 N/A N/A 2.2864 21.361 0.0000 0.0000 0.1400 0.1400220 Join Point N220 -2.000 N/A N/A 2.1826 20.301 0.0000 0.0000 0.1400 0.1400221 Join Point N221 -2.000 N/A N/A 2.0788 19.241 0.0000 0.0000 0.1400 0.1400222 Join Point N222 -2.000 N/A N/A 1.9751 18.181 0.0000 0.0000 0.1400 0.1400223 Join Point N223 -1.500 N/A N/A 1.8224 17.120 0.0000 0.0000 0.1400 0.1400

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 25

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

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

Press. at Node bar.g

HGL at Node m.hd Fluid

Demand In m³/sec

Demand Out m³/sec

Total Flow In m³/sec

Total Flow Out m³/sec

224 Join Point N224 0.000 N/A N/A 1.5718 16.060 0.0000 0.0000 0.1400 0.1400225 Tank N225 15.000 0.000 0.0000 0.0000 15.000 N/A N/A 0.1400 0.0000

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 26

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Energy Data

Pipe Id Pipe Name Energy Loss To Pipe Friction

Energy Loss To Pipe Fittings

Energy Loss To Pipe Components

Energy Loss To Pipe Control Valves

Energy Loss To Pump Inefficiency

SUBTOTAL Loss Pipe Items +Pump

Energy Loss To Discharge Pressure

Energy Loss To Change in Elevation

TOTAL USED Sum of All Items

Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts Kilowatts1 P1 1.452695 0.000000 0.000000 0.000000 Efficiency Not

Specified1.452695 0.000000 0.685091 2.137786

2 P2 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.4526953 P3 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.4526954 P4 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.4526955 P5 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.1377866 P6 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.4526957 P7 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.4526958 P8 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.1377869 P9 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778610 P10 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269511 P11 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269512 P12 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269513 P13 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269514 P14 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.76760415 P15 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269516 P16 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778617 P17 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269518 P18 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778619 P19 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269520 P20 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.76760421 P21 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778622 P22 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778623 P23 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.76760424 P24 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.50796825 P25 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269526 P26 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.28767027 P27 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778628 P28 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.50796829 P29 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.08251230 P30 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269531 P31 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269532 P32 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 27

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name Energy Loss To Pipe Friction

Energy Loss To Pipe Fittings

Energy Loss To Pipe Components

Energy Loss To Pipe Control Valves

Energy Loss To Pump Inefficiency

SUBTOTAL Loss Pipe Items +Pump

Energy Loss To Discharge Pressure

Energy Loss To Change in Elevation

TOTAL USED Sum of All Items

33 P33 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.87815134 P34 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269535 P35 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.97276136 P36 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778637 P37 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.87815138 P38 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 6.165821 7.61851539 P39 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.82287740 P40 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.28767041 P41 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 8.906186 10.35888042 P42 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.740365 4.19305943 P43 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.28767044 P44 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269545 P45 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -6.850912 -5.39821746 P46 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 5.480730 6.93342447 P47 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -5.480730 -4.02803548 P48 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -10.276368 -8.82367349 P49 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.87815150 P50 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.60257951 P51 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.76760452 P52 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269553 P53 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269554 P54 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778655 P55 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.50796856 P56 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 10.276368 11.72906357 P57 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.50796858 P58 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.97276159 P59 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -8.906186 -7.45349160 P60 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.97276161 P61 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 14.386915 15.83961062 P62 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.76760463 P63 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -10.276368 -8.82367364 P64 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.60257965 P65 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.82287766 P66 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778667 P67 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 8.906186 10.35888068 P68 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 7.536003 8.98869869 P69 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.28767070 P70 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.602579

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 28

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name Energy Loss To Pipe Friction

Energy Loss To Pipe Fittings

Energy Loss To Pipe Components

Energy Loss To Pipe Control Valves

Energy Loss To Pump Inefficiency

SUBTOTAL Loss Pipe Items +Pump

Energy Loss To Discharge Pressure

Energy Loss To Change in Elevation

TOTAL USED Sum of All Items

71 P71 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -8.221094 -6.76840072 P72 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -4.110547 -2.65785273 P73 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.76760474 P74 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269575 P75 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.76760476 P76 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778677 P77 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 4.795638 6.24833378 P78 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 6.850912 8.30360779 P79 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 4.110547 5.56324280 P80 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 6.165821 7.61851581 P81 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778682 P82 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.50796883 P83 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.50796884 P84 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.08251285 P85 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.97276186 P86 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269587 P87 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269588 P88 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.08251289 P89 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269590 P90 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.50796891 P91 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.740365 4.19305992 P92 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.13778693 P93 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.60257994 P94 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.45269595 P95 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.97276196 P96 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -4.795638 -3.34294497 P97 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -4.110547 -2.65785298 P98 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -4.110547 -2.65785299 P99 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512100 P100 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968101 P101 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.878151102 P102 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877103 P103 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968104 P104 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968105 P105 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 4.795638 6.248333106 P106 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.878151107 P107 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695108 P108 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.602579

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 29

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name Energy Loss To Pipe Friction

Energy Loss To Pipe Fittings

Energy Loss To Pipe Components

Energy Loss To Pipe Control Valves

Energy Loss To Pump Inefficiency

SUBTOTAL Loss Pipe Items +Pump

Energy Loss To Discharge Pressure

Energy Loss To Change in Elevation

TOTAL USED Sum of All Items

109 P109 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512110 P110 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695111 P111 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877112 P112 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512113 P113 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -6.850912 -5.398217114 P114 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -6.165821 -4.713126115 P115 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.878151116 P116 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 4.795638 6.248333117 P117 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877118 P118 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.878151119 P119 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604120 P120 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695121 P121 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.287670122 P122 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695123 P123 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.878151124 P124 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695125 P125 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695126 P126 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 4.795638 6.248333127 P127 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695128 P128 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512129 P129 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.972761130 P130 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695131 P131 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695132 P132 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786133 P133 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968134 P134 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.972761135 P135 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -4.110547 -2.657852136 P136 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877137 P137 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.740365 4.193059138 P138 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512139 P139 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512140 P140 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.972761141 P141 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512142 P142 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695143 P143 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968144 P144 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877145 P145 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877146 P146 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 30

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name Energy Loss To Pipe Friction

Energy Loss To Pipe Fittings

Energy Loss To Pipe Components

Energy Loss To Pipe Control Valves

Energy Loss To Pump Inefficiency

SUBTOTAL Loss Pipe Items +Pump

Energy Loss To Discharge Pressure

Energy Loss To Change in Elevation

TOTAL USED Sum of All Items

147 P147 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604148 P148 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786149 P149 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877150 P150 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -4.795638 -3.342944151 P151 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -3.425456 -1.972761152 P152 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.602579153 P153 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604154 P154 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604155 P155 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604156 P156 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968157 P157 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.878151158 P158 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968159 P159 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786160 P160 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695161 P161 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786162 P162 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512163 P163 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604164 P164 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512165 P165 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786166 P166 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968167 P167 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 4.110547 5.563242168 P168 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695169 P169 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.287670170 P170 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512171 P171 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877172 P172 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604173 P173 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.602579174 P174 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -5.480730 -4.028035175 P175 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.287670176 P176 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 3.425456 4.878151177 P177 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786178 P178 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.055274 -0.602579179 P179 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.287670180 P180 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968181 P181 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 4.110547 5.563242182 P182 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877183 P183 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695184 P184 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -5.480730 -4.028035

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 31

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name Energy Loss To Pipe Friction

Energy Loss To Pipe Fittings

Energy Loss To Pipe Components

Energy Loss To Pipe Control Valves

Energy Loss To Pump Inefficiency

SUBTOTAL Loss Pipe Items +Pump

Energy Loss To Discharge Pressure

Energy Loss To Change in Elevation

TOTAL USED Sum of All Items

185 P185 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512186 P186 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877187 P187 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 5.480730 6.933424188 P188 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877189 P189 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877190 P190 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786191 P191 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877192 P192 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968193 P193 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512194 P194 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512195 P195 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512196 P196 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.287670197 P197 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -2.740365 -1.287670198 P198 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695199 P199 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.740365 4.193059200 P200 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968201 P201 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604202 P202 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -4.795638 -3.342944203 P203 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695204 P204 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 1.370182 2.822877205 P205 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512206 P206 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -6.165821 -4.713126207 P207 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604208 P208 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512209 P209 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -1.370182 0.082512210 P210 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604211 P211 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695212 P212 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695213 P213 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695214 P214 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604215 P215 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604216 P216 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604217 P217 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695218 P218 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 -0.685091 0.767604219 P219 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695220 P220 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695221 P221 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.000000 1.452695222 P222 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 0.685091 2.137786

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 32

Pipe Flow Software - Project 1 - PF Expert Solution 23 February, 2016

Pipe Id Pipe Name Energy Loss To Pipe Friction

Energy Loss To Pipe Fittings

Energy Loss To Pipe Components

Energy Loss To Pipe Control Valves

Energy Loss To Pump Inefficiency

SUBTOTAL Loss Pipe Items +Pump

Energy Loss To Discharge Pressure

Energy Loss To Change in Elevation

TOTAL USED Sum of All Items

223 P223 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 2.055274 3.507968224 P224 1.452695 0.000000 0.000000 0.000000 N/A 1.452695 0.000000 20.552736 22.005431

Designed using Pipe Flow Expert from www.pipeflow.co.uk Page 33