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Tabel 4.19 Perhitungan Sistem Distribusi Zona 2
No Junction
Elevasi Tanah (m)
Elevasi pipa (m)
PIPA
PRIMER
SEKUNDER
Beda Elevasi
Panjang Pipa
Panjang Diameter Diameter Diameter Debit Laju Alir Koefisien Debit Rencana Pipa Pipa terpilih Diameter Pipa Pipa Rencana Asumsi Kekasaran Kumulatif (IN DIM) Hitungan Pasaran
Dari
Ke
Awal
Akhir
Awal
Akhir
meter
meter
meter
HDPE
m³/ Detik
LPS
v (m/detik)
mm
mm
mm
m
RV N61 N62 N63 N64 N65 N66 N67 N68 N69 N68 N71 N72 N73 N74 N75 N65 N77 N78 N79 N80 N77 N82 N83 N71 N85 N86 N72 N88 N74 N75 N91
N61 N62 N63 N64 N65 N66 N67 N68 N69 N70 N71 N72 N73 N74 N75 N76 N77 N78 N79 N80 N81 taping N82 N83 N84 taping N85 N86 N87 taping N88 N89 taping N90 taping N91 N92 taping
20 10 7 7 7 6 6 5 3 1 3 3 3 3 4 4 6 7 5 4 4 7 2 4 3 3 2 3 0 4 4 4
10 7 7 7 6 6 5 3 1 2 3 3 3 4 4 4 7 5 4 4 5 2 4 4 3 2 1 0 3 1 4 3
19 9 6 6 6 5 5 4 2 0 2 2 2 2 3 3 5 6 4 3 3 6 1 3 2 2 1 2 -1 3 3 3
9 6 6 6 5 5 4 2 0 1 2 2 2 3 3 3 6 4 3 3 4 1 3 3 2 1 0 -1 2 0 3 2
10 3 0 0 1 0 1 2 2 -1 0 0 0 -1 0 0 -1 2 1 0 -1 5 -2 0 0 1 1 3 -3 3 0 1
36.33 98.85 42.04 80.71 141.94 37.3 32.81 339.45 210.34 792.11 67.49 17.21 49.85 260.89 11.87 93 73.23 374.22 298.58 40.93 224.18 310.91 347.15 543.13 34.47 64.06 45.54 263.04 318.35 497.25 134.98 246.73
36.33 135.18 177.22 257.93 399.87 437.17 469.98 809.43 610.21 1402.32 1469.81 826.64 876.49 1137.38 1149.25 1242.25 1315.48 1689.7 1988.28 2029.21 2253.39 2564.3 2911.45 3454.58 3489.05 3553.11 3598.65 3861.69 4180.04 4677.29 4812.27 5059
150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150
0.0732 0.0712 0.0692 0.0602 0.0512 0.0422 0.0382 0.0342 0.0302 0.0282 0.0262 0.0242 0.0222 0.0202 0.0182 0.0142 0.0091 0.0091 0.0091 0.0091 0.0091 0.0091 0.0091 0.0091 0.0024 0.0024 0.0024 0.0024 0.0024 0.0024 0.0037 0.0037
73 71 69 60 51 42 38 34 30 28 26 24 22 20 18 14 9 9 9 9 9 9 9 9 2 2 2 2 2 2 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
508 508 508 508 508 457 457 356 324 324 356 356 356 356 356 356 114 114 114 114 114 114 114 114 48 48 48 73 73 73 73 73
508 508 508 508 508 457 457 356 324 324 356 356 356 356 356 356 114 114 114 114 114 114 114 114 48 48 48 73 73 73 73 73
502.44 502.44 502.44 502.44 502.44 452.42 452.42 350.82 319.32 319.32 350.82 350.82 350.82 350.82 350.82 350.82 111.25 111.25 111.25 111.25 111.25 111.25 111.25 111.25 45.53 45.53 45.53 69.95 69.95 69.95 69.95 69.95
0.50 0.50 0.50 0.50 0.50 0.45 0.45 0.35 0.32 0.32 0.35 0.35 0.35 0.35 0.35 0.35 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.05 0.05 0.05 0.07 0.07 0.07 0.07 0.07
Kontrol Pipa
Mayor Minor Headloss Headloss / Slope (v2/2g) (∆h
A (m²) v (m/detik)
meter
meter
0.394 0.394 0.394 0.394 0.394 0.355 0.355 0.275 0.251 0.251 0.275 0.275 0.275 0.275 0.275 0.275 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.036 0.036 0.036 0.055 0.055 0.055 0.055 0.055
0.0021 0.0020 0.0020 0.0017 0.0015 0.0020 0.0018 0.0056 0.0078 0.0073 0.0043 0.0040 0.0036 0.0033 0.0030 0.0023 0.4001 0.4001 0.4001 0.4001 0.4001 0.4001 0.4001 0.4001 8.1866 8.1866 8.1866 1.0112 1.0112 1.0112 1.5589 1.5413
0.0018 0.0017 0.0016 0.0012 0.0009 0.0007 0.0006 0.0008 0.0007 0.0006 0.0005 0.0004 0.0003 0.0003 0.0002 0.0001 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0002 0.0002 0.0002 0.0001 0.0001 0.0001 0.0002 0.0002
0.186 0.180 0.175 0.153 0.130 0.119 0.107 0.124 0.120 0.112 0.095 0.088 0.080 0.073 0.066 0.051 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.067 0.067 0.067 0.044 0.044 0.044 0.067 0.067
Minor Headloss headloss mayor + (K*V2/2g) minor meter 0.0016 0.0007 0.0014 0.0011 0.0016 0.0007 0.0008 0.0014 0.0007 0.0006 0.0010 0.0009 0.0003 0.0005 0.0004 0.0001 0.0012 0.0005 0.0002 0.0002 0.0006 0.0005 0.0005 0.0006 0.0002 0.0002 0.0002 0.0001 0.0001 0.0000 0.0005 0.0002
Sisa Tekan
meter
awal
0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 8.19 8.19 8.19 1.01 1.01 1.01 1.56 1.54
0 9.99 13.00 13.00 13.00 14.00 14.00 15.00 16.99 18.99 17.99 16.99 16.99 17.00 16.00 16.00 14.00 12.60 14.60 15.60 15.60 12.60 17.60 15.60 16.99 16.97 17.95 16.99 18.99 16.00 16.00 15.96
akhir 9.99 13.00 13.00 13.00 14.00 14.00 15.00 16.99 18.99 17.99 16.99 16.99 17.00 16.00 16.00 16.00 12.60 14.60 15.60 15.60 14.60 17.60 15.60 15.60 16.97 17.95 18.94 18.99 15.99 17.99 15.96 16.93
Epanet V2.0 meter 10.00 12.99 12.99 12.99 13.99 13.99 14.99 16.98 18.98 17.97 16.98 16.98 16.98 15.97 15.97 15.97 12.97 14.95 15.93 15.93 14.92 17.95 15.93 15.90 16.97 17.95 18.94 19.97 16.96 18.96 15.96 16.93
Keterangan memenuhi/ tidak memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi
EGL
HGL
Galat
meter
meter
Meter
9.9925 12.9936 12.9931 12.9943 13.9946 13.9946 14.9950 16.9866 18.9829 17.9842 16.9900 16.9908 16.9921 15.9926 15.9934 15.9951 12.1979 14.1987 15.1989 15.1989 14.1986 17.1987 15.1987 15.1986 8.7834 9.7634 10.7534 17.9774 14.9775 16.9775 14.4011 15.3887
10.00 12.99 12.99 12.99 13.99 13.99 14.99 16.98 18.98 17.97 16.98 16.98 16.98 15.97 15.97 15.97 12.97 14.95 15.93 15.93 14.92 17.95 15.93 15.9 16.97 17.95 18.94 19.97 16.96 18.96 15.96 16.93
0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% -3% -2% -2% -2% -2% -2% -2% -2% 0% 0% 0% -5% -6% -5% 0% 0%
DATA EPANET Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc
N6 N7 N8 N9 N10 5 N11 N12 N13 N14 N15 N102 N16 N100 N97 N17 N93 N89 N90 N91 N92 N94 N95 N96 N105 N106 N107 N103 N104 N101 N98 N99
10.00 12.99 12.99 12.99 13.99 13.99 14.99 16.98 18.98 17.97 16.98 16.98 16.98 15.97 15.97 15.97 12.97 14.95 15.93 15.93 14.92 17.95 15.93 15.90 16.97 17.95 18.94 19.97 16.96 18.96 15.96 16.93
Tabel 4.18 Perhitungan Sistem Distribusi Zona 1
No Junction
Elevasi Tanah (m)
Elevasi pipa (m)
PIPA
PRIMER
SEKUNDER
Beda Elevasi
Panjang Pipa
Panjang Diameter Diameter Diameter Debit Laju Alir Koefisien Debit Rencana Pipa terpilih Diameter Pipa Pipa Pipa Rencana Asumsi Kekasaran (IN DIM) Kumulatif Hitungan Pasaran
Dari
Ke
Awal
Akhir
Awal
Akhir
meter
meter
meter
HDPE
m³/ Detik
LPS
v (m/detik)
mm
mm
mm
m
RV N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N17 N18 N19 N20 N2 N22 N22 N24 N25 N26 N27 N3 N29 N4 N31 N32 N31 N5 N35 N36 N6 N38 N39 N38 N7 N42 N8 N9 N10 N11 N12 N13 N49 N14 N51 N15 N53 N17 N18 N19 N20 N21
N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N17 N18 N19 N20 N21 N22 N23 taping N24 N25 N26 N27 N28 taping N29 N30 taping N31 N32 N33 taping N34 taping N35 N36 N37 taping N38 N39 N40 taping N41 taping N42 N43 taping N44 taping N45 taping N46 taping N47 taping N48 taping N49 N50 taping N51 N52 taping N53 N54 taping N56 taping N57 taping N58 taping N59 taping N60 taping
20 5 5 5 6 6 7 6 6 5 5 5 5 5 5 5 4 5 6 6 5 5 5 5 5 3 5 5 5 6 7 7 7 6 5 5 7 5 5 5 6 6 5 5 5 5 5 5 6 5 6 5 6 4 5 6 6 4
5 5 5 6 6 7 6 6 5 5 5 5 5 5 5 4 5 6 6 4 5 6 5 5 3 5 6 5 5 7 7 7 6 5 5 5 5 5 5 6 6 6 6 6 5 6 7 6 7 6 6 6 5 5 6 6 5 5
19 4 4 4 5 5 6 5 5 4 4 4 4 4 4 4 3 4 5 5 4 4 4 4 4 2 4 4 4 5 6 6 6 5 4 4 6 4 4 4 5 5 4 4 4 4 4 4 5 4 5 4 5 3 4 5 5 3
4 4 4 5 5 6 5 5 4 4 4 4 4 4 4 3 4 5 5 3 4 5 4 4 2 4 5 4 4 6 6 6 5 4 4 4 4 4 4 5 5 5 5 5 4 5 6 5 6 5 5 5 4 4 5 5 4 4
15 0 0 -1 0 -1 1 0 1 0 0 0 0 0 0 1 -1 -1 0 2 0 -1 0 0 2 -2 -1 0 0 -1 0 0 1 1 0 0 2 0 0 -1 0 0 -1 -1 0 -1 -2 -1 -1 -1 0 -1 1 -1 -1 0 1 -1
206.69 38.87 38.85 136.73 58.3 89.87 200.6 116.34 46.78 72.81 42.49 47.1 148.74 59.31 54.83 167.89 130.55 23.51 43.29 131.31 224.08 127.43 36.19 264.73 86.98 140.89 275 87.17 139.41 236.72 51.7 80.65 135.92 209.17 22.63 16.45 224.56 223.6 1365.64 1174.28 350.12 114.41 350 354.6 206.28 207.74 363.63 374.15 143.8 377.54 57.48 377.78 563.78 389.72 390.61 387.08 391.42 393.33
206.69 245.56 284.41 421.14 479.44 569.31 769.91 886.25 526.22 599.03 641.52 933.35 1082.09 1141.4 1196.23 1364.12 1494.67 1518.18 1561.47 1692.78 1916.86 2044.29 2309.02 2345.21 2609.94 2696.92 2837.81 3112.81 3199.98 3339.39 3576.11 3627.81 3708.46 3844.38 4053.55 4076.18 4092.63 4317.19 4540.79 5906.43 7080.71 7430.83 7545.24 7895.24 8249.84 8456.12 8663.86 9027.49 9401.64 9545.44 9922.98 9980.46 10358.24 10922.02 11311.74 11702.35 12089.43 12480.85
150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150
0.1134 0.1134 0.1091 0.1049 0.0964 0.0921 0.0723 0.0624 0.0524 0.0487 0.0449 0.0411 0.0373 0.0335 0.0298 0.0260 0.0222 0.0184 0.0146 0.0109 0.0057 0.0057 0.0057 0.0057 0.0057 0.0057 0.0057 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0099 0.0099 0.0099 0.0099 0.0099 0.0099 0.0099 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038
113 113 109 105 96 92 72 62 52 49 45 41 37 34 30 26 22 18 15 11 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 10 10 10 10 10 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
508 508 406 406 406 356 356 356 324 273 273 273 219 219 219 168 168 141 141 141 219 168 168 168 168 168 168 168 168 219 168 168 168 168 168 168 219 219 219 219 219 219 219 141 141 141 141 141 141 141 141 141 141 141 141 141 141 168
508 508 406 406 406 356 356 356 324 273 273 273 219 219 219 168 168 141 141 141 219 168 168 168 168 168 168 168 168 219 168 168 168 168 168 168 219 219 219 219 219 219 219 141 141 141 141 141 141 141 141 141 141 141 141 141 141 168
502.44 502.44 401.62 401.62 401.62 350.82 350.82 350.82 319.32 268.90 268.90 268.90 215.34 215.34 215.34 164.89 164.89 137.89 137.89 137.89 215.34 164.89 164.89 164.89 164.89 164.89 164.89 164.89 164.89 215.34 164.89 164.89 164.89 164.89 164.89 164.89 215.34 215.34 215.34 215.34 215.34 215.34 215.34 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 164.89
0.502 0.502 0.402 0.402 0.402 0.351 0.351 0.351 0.319 0.269 0.269 0.269 0.215 0.215 0.215 0.165 0.165 0.138 0.138 0.138 0.215 0.165 0.165 0.165 0.165 0.165 0.165 0.165 0.165 0.215 0.165 0.165 0.165 0.165 0.165 0.165 0.215 0.215 0.215 0.215 0.215 0.215 0.215 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.165
Kontrol Pipa
Mayor Minor Headloss Headloss / Slope (v2/2g) (∆h
Minor Headloss headloss mayor + (K*V2/2g) minor
Sisa Tekan
A (m²) v (m/detik)
meter
meter
meter
meter
awal
0.394 0.394 0.315 0.315 0.315 0.275 0.275 0.275 0.251 0.211 0.211 0.211 0.169 0.169 0.169 0.129 0.129 0.108 0.108 0.108 0.169 0.129 0.129 0.129 0.129 0.129 0.129 0.129 0.129 0.169 0.129 0.129 0.129 0.129 0.129 0.129 0.169 0.169 0.169 0.169 0.169 0.169 0.169 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.129
0.0032 0.0032 0.0092 0.0089 0.0082 0.0151 0.0118 0.0102 0.0136 0.0291 0.0268 0.0246 0.0658 0.0591 0.0525 0.1682 0.1436 0.2844 0.2257 0.1685 0.0100 0.0369 0.0369 0.0369 0.0369 0.0369 0.0369 0.0278 0.0278 0.0076 0.0278 0.0278 0.0278 0.0278 0.0278 0.0278 0.0175 0.0175 0.0175 0.0175 0.0175 0.0175 0.0175 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0244
0.0042 0.0042 0.0061 0.0056 0.0048 0.0057 0.0035 0.0026 0.0022 0.0027 0.0023 0.0019 0.0025 0.0020 0.0016 0.0021 0.0015 0.0015 0.0009 0.0005 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000
0.0014 0.0076 0.0110 0.0102 0.0086 0.0108 0.0063 0.0047 0.0042 0.0052 0.0042 0.0035 0.0047 0.0036 0.0029 0.0041 0.0027 0.0028 0.0017 0.0005 0.0001 0.0000 0.0001 0.0001 0.0000 0.0000 0.0001 0.0000 0.0001 0.0000 0.0000 0.0000 0.0001 0.0000 0.0001 0.0001 0.0000 0.0003 0.0002 0.0002 0.0000 0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0000 0.0001 0.0000 0.0001 0.0000 0.0000 0.0001 0.0001 0.0000
0.0088 0.02 0.03 0.02 0.02 0.03 0.02 0.02 0.02 0.04 0.03 0.03 0.07 0.06 0.06 0.17 0.15 0.29 0.23 0.17 0.01 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.01 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.02
0 14.99 14.98 14.97 13.98 13.98 12.97 13.98 13.98 14.98 14.96 14.97 14.97 14.93 14.94 14.94 15.83 14.85 13.71 13.77 14.98 14.99 14.99 14.96 14.96 16.96 14.96 14.97 14.97 13.98 12.99 12.97 12.99 13.98 14.97 14.97 12.97 14.98 14.98 14.98 13.98 13.98 13.98 14.98 14.96 14.97 14.97 14.93 13.94 14.94 13.94 14.94 13.94 15.83 14.85 13.71 13.77 14.98
0.287 0.287 0.346 0.333 0.306 0.334 0.263 0.227 0.209 0.231 0.213 0.195 0.221 0.198 0.176 0.201 0.172 0.170 0.135 0.101 0.034 0.044 0.044 0.044 0.044 0.044 0.044 0.033 0.033 0.025 0.033 0.033 0.033 0.033 0.033 0.033 0.059 0.059 0.059 0.059 0.059 0.059 0.059 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.029
akhir 14.99 14.98 14.97 13.98 13.98 12.97 13.98 13.98 14.98 14.96 14.97 14.97 14.93 14.94 14.94 15.83 14.85 13.71 13.77 15.83 14.99 13.96 14.96 14.96 16.96 14.96 13.96 14.97 14.97 12.99 12.97 12.97 13.97 14.97 14.97 14.97 14.98 14.98 14.98 13.98 13.98 13.98 13.98 13.94 14.94 13.94 12.94 13.94 12.94 13.94 13.94 13.94 14.94 14.94 13.94 13.94 14.94 14.98
Epanet V2.0 meter 15.00 15.00 15.00 14.00 14.00 12.99 13.99 13.99 14.99 14.99 14.99 14.99 14.99 14.99 14.99 15.98 14.98 13.98 13.98 15.98 15.00 14.00 15.00 15.00 17.00 15.00 13.99 15.00 15.00 13.00 13.00 13.00 13.00 15.00 15.00 15.00 14.99 14.99 14.99 13.99 13.99 13.99 13.99 13.99 14.99 13.99 12.99 13.99 12.99 13.99 13.99 13.99 14.99 14.98 13.98 13.98 14.98 14.98
Keterangan memenuhi/ tidak memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi
EGL
HGL
Galat
meter
meter
Meter
14.9879 14.9818 14.9644 13.9664 13.9703 12.9533 13.9665 13.9722 14.9664 14.9339 14.9399 14.9455 14.8613 14.8763 14.8905 15.6575 14.7086 13.4269 13.5461 15.6621 14.9797 13.9261 14.9261 14.9261 16.9261 14.9261 13.9261 14.9443 14.9443 12.9848 12.9443 12.9443 13.9443 14.9443 14.9443 14.9443 14.9649 14.9646 14.9648 13.9648 13.9649 13.9648 13.9649 13.8831 14.8831 13.8831 12.8831 13.8831 12.8831 13.8831 13.8831 13.8831 14.8831 14.8831 13.8831 13.8830 14.8830 14.9511
15.00 15.00 15.00 14.00 14.00 12.99 13.99 13.99 14.99 14.99 14.99 14.99 14.99 14.99 14.99 15.98 14.98 13.98 13.98 15.98 15.00 14.00 15.00 15.00 17.00 15.00 13.99 15.00 15.00 13.00 13.00 13.00 13.00 15.00 15.00 15.00 14.99 14.99 14.99 13.99 13.99 13.99 13.99 13.99 14.99 13.99 12.99 13.99 12.99 13.99 13.99 13.99 14.99 14.98 13.98 13.98 14.98 14.98
0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% -1% -1% -2% -2% -1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 7% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
DATA EPANET Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc
N2 N31 N39 N42 N49 N3 N57 N60 N62 N64 N66 N68 N71 N73 N76 N80 N82 N84 N86 N4 N33 N32 N34 N35 N36 N37 N38 N40 N41 N43 N45 N46 N47 N50 N51 N52 N55 N53 N54 N56 N58 N59 N61 N63 N65 N67 N69 N72 4 N74 N75 N78 N79 N81 N83 N85 N87 N88
15.00 15.00 15.00 14.00 14.00 12.99 13.99 13.99 14.99 14.99 14.99 14.99 14.99 14.99 14.99 15.98 14.98 13.98 13.98 15.98 15.00 14.00 15.00 15.00 17.00 15.00 13.99 15.00 15.00 13.00 13.00 13.00 13.00 15.00 15.00 15.00 14.99 14.99 14.99 13.99 13.99 13.99 13.99 13.99 14.99 13.99 12.99 13.99 12.99 13.99 13.99 13.99 14.99 14.98 13.98 13.98 14.98 14.98
Tabel 4.20 Perhitungan Sistem Distribusi Zona 3
No Junction
Elevasi Tanah (m)
Elevasi pipa (m)
PIPA
PRIMER
SEKUNDER
Beda Elevasi
Panjang Pipa
Panjang Diameter Diameter Diameter Debit Laju Alir Koefisien Debit Rencana Pipa Pipa terpilih Diameter Pipa Pipa Rencana Asumsi Kekasaran Kumulatif (IN DIM) Hitungan Pasaran
Dari
Ke
Awal
Akhir
Awal
Akhir
meter
meter
meter
HDPE
m³/ Detik
LPS
v (m/detik)
mm
mm
mm
m
RV N93 N94 N95 N96 N97 N98 N97 N100 N101 N102 N103 N104 N105 N106 N107 N94 N109 N100 N111 N112 N113 N111 N103 N116 N104 N118 N106 N120 N121 N122 N123 N107 N126
N93 N94 N95 N96 N97 N98 N99 N100 N101 N102 N103 N104 N105 N106 N107 N108 N109 N110 taping N111 N112 N113 N114 taping N115 taping N116 N117 taping N118 N119 taping N120 N121 N122 N123 N124 taping N125 N126 taping
20 2 1 3 2 2 2 2 1 2 2 3 3 3 3 3 1 3 1 1 2 2 1 3 3 3 2 3 3 2 2 2 3 3
2 1 3 2 2 2 2 1 2 2 3 3 3 3 3 4 3 3 1 2 2 1 2 3 3 2 3 3 2 2 2 3 3 2
19 1 0 2 1 1 1 1 0 1 1 2 2 2 2 2 0 2 0 0 1 1 0 2 2 2 1 2 2 1 1 1 2 2
1 0 2 1 1 1 1 0 1 1 2 2 2 2 2 3 2 2 0 1 1 0 1 2 2 1 2 2 1 1 1 2 2 1
18 1 -2 1 0 0 0 1 -1 0 -1 0 0 0 0 -1 -2 0 0 -1 0 1 -1 0 0 1 -1 0 1 0 0 -1 0 1
189.6 72.53 565.04 1098.87 21.5 64.83 711.87 74.86 275 37 152.81 327 306.7 197.04 126.61 49.14 560.03 531.35 288.36 345.37 294.6 254.85 521.44 187.59 612.3 164.19 602.05 135.94 295.22 31.1 92.55 194.19 408.75 145.24
189.6 262.13 827.17 1926.04 1947.54 2012.37 2724.24 2799.1 2222.54 2259.54 2412.35 3126.1 3432.8 3629.84 3756.45 3805.59 4365.62 4896.97 5185.33 5530.7 5825.3 6080.15 6601.59 6789.18 7401.48 7565.67 8167.72 8303.66 8598.88 8629.98 8722.53 8916.72 9325.47 9470.71
150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150
0.0309 0.0299 0.0289 0.0279 0.0269 0.0259 0.0229 0.0219 0.0189 0.0169 0.0149 0.0129 0.0099 0.0069 0.0039 0.0009 0.0012 0.0012 0.0031 0.0031 0.0031 0.0031 0.0031 0.0015 0.0015 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0012 0.0012
31 30 29 28 27 26 23 22 19 17 15 13 10 7 4 1 1 1 3 3 3 3 3 2 2 3 3 3 3 3 3 3 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 48 48 102 102 102 102 102 89 89 114 114 114 114 114 114 114 73 73
324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 48 48 102 102 102 102 102 89 89 114 114 114 114 114 114 114 73 73
319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 45.53 45.53 98.55 98.55 98.55 98.55 98.55 85.85 85.85 111.25 111.25 111.25 111.25 111.25 111.25 111.25 69.95 69.95
0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.05 0.05 0.10 0.10 0.10 0.10 0.10 0.09 0.09 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.07 0.07
Kontrol Pipa
Mayor Minor Headloss Headloss / Slope (v2/2g) (∆h
A (m²) v (m/detik)
meter
meter
0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.036 0.036 0.077 0.077 0.077 0.077 0.077 0.067 0.067 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.055 0.055
0.0080 0.0077 0.0075 0.0072 0.0070 0.0067 0.0059 0.0057 0.0049 0.0044 0.0039 0.0033 0.0026 0.0018 0.0010 0.0002 4.0933 4.2136 0.2460 0.2460 0.2460 0.2460 0.2460 0.2331 0.2399 0.1143 0.1143 0.1143 0.1143 0.1143 0.1143 0.1143 0.5056 0.5204
0.0008 0.0007 0.0007 0.0006 0.0006 0.0005 0.0004 0.0004 0.0003 0.0002 0.0002 0.0001 0.0001 0.0000 0.0000 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.123 0.119 0.115 0.111 0.107 0.103 0.091 0.087 0.075 0.067 0.059 0.051 0.039 0.027 0.015 0.004 0.034 0.035 0.040 0.040 0.040 0.040 0.040 0.022 0.023 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.022 0.022
Minor Headloss headloss mayor + (K*V2/2g) minor meter 0.0007 0.0013 0.0009 0.0006 0.0011 0.0005 0.0004 0.0007 0.0004 0.0003 0.0003 0.0002 0.0000 0.0001 0.0000 0.0000 0.0000 0.0001 0.0002 0.0001 0.0001 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Sisa Tekan
meter
awal
0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.09 4.21 0.25 0.25 0.25 0.25 0.25 0.23 0.24 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.51 0.52
0 17.99 18.99 16.99 17.99 17.99 17.99 17.99 18.99 17.99 18.00 17.00 17.00 17.00 17.00 17.00 16.00 16.93 16.89 18.75 18.99 17.75 17.75 17.75 16.77 16.76 17.89 16.99 16.89 17.99 17.89 17.89 16.89 17.99
akhir 17.99 18.99 16.99 17.99 17.99 17.99 17.99 18.99 17.99 18.00 17.00 17.00 17.00 17.00 17.00 16.00 16.93 16.89 18.75 17.75 17.75 18.75 17.75 16.77 16.76 17.89 16.89 16.89 17.89 17.89 17.89 16.89 16.49 17.48
Epanet V2.0 meter 17.98 18.98 16.94 17.88 17.88 17.88 17.88 18.88 17.87 17.87 16.87 16.87 16.87 16.87 16.87 15.87 16.93 16.89 18.87 17.86 17.86 18.85 17.86 16.87 16.86 17.87 16.86 16.87 17.86 17.86 17.86 16.86 16.86 17.86
Keterangan memenuhi/ tidak memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi
EGL
HGL
Galat
meter
meter
Meter
17.9825 18.9825 16.9834 17.9844 17.9844 17.9856 17.9873 18.9876 17.9895 17.9907 16.9918 16.9930 16.9948 16.9963 16.9980 15.9995 12.8367 12.6764 18.5077 17.5078 17.5079 18.5078 17.5078 16.5338 16.5201 17.7713 16.7713 16.7713 17.7713 17.7713 17.7713 16.7713 15.9888 16.9591
17.98 18.98 16.94 17.88 17.88 17.88 17.88 18.88 17.87 17.87 16.87 16.87 16.87 16.87 16.87 15.87 16.93 16.89 18.87 17.86 17.86 18.85 17.86 16.87 16.86 17.87 16.86 16.87 17.86 17.86 17.86 16.86 16.86 17.86
0% 0% 0% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 0% 0% -1% -1% -1% -1% -1% -1% -1% 0% 0% 0% 0% 0% 0% 0% -2% -2%
DATA EPANET Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc
N19 N129 N20 N21 N22 N23 N24 N25 N26 N27 N121 N118 N28 N29 N115 N30 N130 N131 N127 N124 N125 N126 N128 N122 N123 N119 N120 N114 N113 N112 N111 N110 N116 N117
17.98 18.98 16.94 17.88 17.88 17.88 17.88 18.88 17.87 17.87 16.87 16.87 16.87 16.87 16.87 15.87 16.93 16.89 18.87 17.86 17.86 18.85 17.86 16.87 16.86 17.87 16.86 16.87 17.86 17.86 17.86 16.86 16.86 17.86
No Junction
Elevasi Tanah (m)
Elevasi pipa (m)
PIPA
PRIMER
SEKUNDER
Beda Elevasi
Panjang Pipa
Panjang Diameter Diameter Diameter Debit Laju Alir Koefisien Debit Rencana Pipa Pipa terpilih Diameter Pipa Pipa Rencana Asumsi Kekasaran Kumulatif (IN DIM) Hitungan Pasaran
Dari
Ke
Awal
Akhir
Awal
Akhir
meter
meter
meter
HDPE
m³/ Detik
LPS
v (m/detik)
mm
mm
mm
m
RV N61 N62 N63 N64 N65 N66 N67 N68 N69 N68 N71 N72 N73 N74 N75 N65 N77 N78 N79 N80 N77 N82 N83 N71 N85 N86 N72 N88 N74 N75 N91
N61 N62 N63 N64 N65 N66 N67 N68 N69 N70 N71 N72 N73 N74 N75 N76 N77 N78 N79 N80 N81 taping N82 N83 N84 taping N85 N86 N87 taping N88 N89 taping N90 taping N91 N92 taping
20 10 7 7 7 6 6 5 3 1 3 3 3 3 4 4 6 7 5 4 4 7 2 4 3 3 2 3 0 4 4 4
10 7 7 7 6 6 5 3 1 2 3 3 3 4 4 4 7 5 4 4 5 2 4 4 3 2 1 0 3 1 4 3
19 9 6 6 6 5 5 4 2 0 2 2 2 2 3 3 5 6 4 3 3 6 1 3 2 2 1 2 -1 3 3 3
9 6 6 6 5 5 4 2 0 1 2 2 2 3 3 3 6 4 3 3 4 1 3 3 2 1 0 -1 2 0 3 2
10 3 0 0 1 0 1 2 2 -1 0 0 0 -1 0 0 -1 2 1 0 -1 5 -2 0 0 1 1 3 -3 3 0 1
36.33 98.85 42.04 80.71 141.94 37.3 32.81 339.45 210.34 792.11 67.49 17.21 49.85 260.89 11.87 93 73.23 374.22 298.58 40.93 224.18 310.91 347.15 543.13 34.47 64.06 45.54 263.04 318.35 497.25 134.98 246.73
36.33 135.18 177.22 257.93 399.87 437.17 469.98 809.43 610.21 1402.32 1469.81 826.64 876.49 1137.38 1149.25 1242.25 1315.48 1689.7 1988.28 2029.21 2253.39 2564.3 2911.45 3454.58 3489.05 3553.11 3598.65 3861.69 4180.04 4677.29 4812.27 5059
150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150
0.0732 0.0712 0.0692 0.0602 0.0512 0.0422 0.0382 0.0342 0.0302 0.0282 0.0262 0.0242 0.0222 0.0202 0.0182 0.0142 0.0091 0.0091 0.0091 0.0091 0.0091 0.0091 0.0091 0.0091 0.0024 0.0024 0.0024 0.0024 0.0024 0.0024 0.0037 0.0037
73 71 69 60 51 42 38 34 30 28 26 24 22 20 18 14 9 9 9 9 9 9 9 9 2 2 2 2 2 2 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
508 508 508 508 508 457 457 356 324 324 356 356 356 356 356 356 114 114 114 114 114 114 114 114 48 48 48 73 73 73 73 73
508 508 508 508 508 457 457 356 324 324 356 356 356 356 356 356 114 114 114 114 114 114 114 114 48 48 48 73 73 73 73 73
502.44 502.44 502.44 502.44 502.44 452.42 452.42 350.82 319.32 319.32 350.82 350.82 350.82 350.82 350.82 350.82 111.25 111.25 111.25 111.25 111.25 111.25 111.25 111.25 45.53 45.53 45.53 69.95 69.95 69.95 69.95 69.95
0.50 0.50 0.50 0.50 0.50 0.45 0.45 0.35 0.32 0.32 0.35 0.35 0.35 0.35 0.35 0.35 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.05 0.05 0.05 0.07 0.07 0.07 0.07 0.07
Kontrol Pipa
Mayor Minor Headloss Headloss / Slope (v2/2g) (∆h
A (m²) v (m/detik)
meter
meter
0.394 0.394 0.394 0.394 0.394 0.355 0.355 0.275 0.251 0.251 0.275 0.275 0.275 0.275 0.275 0.275 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.036 0.036 0.036 0.055 0.055 0.055 0.055 0.055
0.0021 0.0020 0.0020 0.0017 0.0015 0.0020 0.0018 0.0056 0.0078 0.0073 0.0043 0.0040 0.0036 0.0033 0.0030 0.0023 0.4001 0.4001 0.4001 0.4001 0.4001 0.4001 0.4001 0.4001 8.1866 8.1866 8.1866 1.0112 1.0112 1.0112 1.5589 1.5413
0.0018 0.0017 0.0016 0.0012 0.0009 0.0007 0.0006 0.0008 0.0007 0.0006 0.0005 0.0004 0.0003 0.0003 0.0002 0.0001 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0002 0.0002 0.0002 0.0001 0.0001 0.0001 0.0002 0.0002
0.186 0.180 0.175 0.153 0.130 0.119 0.107 0.124 0.120 0.112 0.095 0.088 0.080 0.073 0.066 0.051 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.104 0.067 0.067 0.067 0.044 0.044 0.044 0.067 0.067
Minor Headloss headloss mayor + (K*V2/2g) minor meter 0.0016 0.0007 0.0014 0.0011 0.0016 0.0007 0.0008 0.0014 0.0007 0.0006 0.0010 0.0009 0.0003 0.0005 0.0004 0.0001 0.0012 0.0005 0.0002 0.0002 0.0006 0.0005 0.0005 0.0006 0.0002 0.0002 0.0002 0.0001 0.0001 0.0000 0.0005 0.0002
Sisa Tekan
meter
awal
0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 8.19 8.19 8.19 1.01 1.01 1.01 1.56 1.54
0 9.99 13.00 13.00 13.00 14.00 14.00 15.00 16.99 18.99 17.99 16.99 16.99 17.00 16.00 16.00 14.00 12.60 14.60 15.60 15.60 12.60 17.60 15.60 16.99 16.97 17.95 16.99 18.99 16.00 16.00 15.96
akhir 9.99 13.00 13.00 13.00 14.00 14.00 15.00 16.99 18.99 17.99 16.99 16.99 17.00 16.00 16.00 16.00 12.60 14.60 15.60 15.60 14.60 17.60 15.60 15.60 16.97 17.95 18.94 18.99 15.99 17.99 15.96 16.93
Epanet V2.0 meter 10.00 12.99 12.99 12.99 13.99 13.99 14.99 16.98 18.98 17.97 16.98 16.98 16.98 15.97 15.97 15.97 12.97 14.95 15.93 15.93 14.92 17.95 15.93 15.90 16.97 17.95 18.94 19.97 16.96 18.96 15.96 16.93
Keterangan memenuhi/ tidak memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi
EGL
HGL
Galat
meter
meter
Meter
9.9925 12.9936 12.9931 12.9943 13.9946 13.9946 14.9950 16.9866 18.9829 17.9842 16.9900 16.9908 16.9921 15.9926 15.9934 15.9951 12.1979 14.1987 15.1989 15.1989 14.1986 17.1987 15.1987 15.1986 8.7834 9.7634 10.7534 17.9774 14.9775 16.9775 14.4011 15.3887
10.00 12.99 12.99 12.99 13.99 13.99 14.99 16.98 18.98 17.97 16.98 16.98 16.98 15.97 15.97 15.97 12.97 14.95 15.93 15.93 14.92 17.95 15.93 15.9 16.97 17.95 18.94 19.97 16.96 18.96 15.96 16.93
0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% -3% -2% -2% -2% -2% -2% -2% -2% 0% 0% 0% -5% -6% -5% 0% 0%
DATA EPANET Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc
N6 N7 N8 N9 N10 5 N11 N12 N13 N14 N15 N102 N16 N100 N97 N17 N93 N89 N90 N91 N92 N94 N95 N96 N105 N106 N107 N103 N104 N101 N98 N99
10.00 12.99 12.99 12.99 13.99 13.99 14.99 16.98 18.98 17.97 16.98 16.98 16.98 15.97 15.97 15.97 12.97 14.95 15.93 15.93 14.92 17.95 15.93 15.90 16.97 17.95 18.94 19.97 16.96 18.96 15.96 16.93
Tabel 4.18 Perhitungan Sistem Distribusi Zona 1
No Junction
Elevasi Tanah (m)
Elevasi pipa (m)
PIPA
PRIMER
SEKUNDER
Beda Elevasi
Panjang Pipa
Panjang Diameter Diameter Diameter Debit Laju Alir Koefisien Debit Rencana Pipa terpilih Diameter Pipa Pipa Pipa Rencana Asumsi Kekasaran (IN DIM) Kumulatif Hitungan Pasaran
Dari
Ke
Awal
Akhir
Awal
Akhir
meter
meter
meter
HDPE
m³/ Detik
LPS
v (m/detik)
mm
mm
mm
m
RV N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N17 N18 N19 N20 N2 N22 N22 N24 N25 N26 N27 N3 N29 N4 N31 N32 N31 N5 N35 N36 N6 N38 N39 N38 N7 N42 N8 N9 N10 N11 N12 N13 N49 N14 N51 N15 N53 N17 N18 N19 N20 N21
N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N17 N18 N19 N20 N21 N22 N23 taping N24 N25 N26 N27 N28 taping N29 N30 taping N31 N32 N33 taping N34 taping N35 N36 N37 taping N38 N39 N40 taping N41 taping N42 N43 taping N44 taping N45 taping N46 taping N47 taping N48 taping N49 N50 taping N51 N52 taping N53 N54 taping N56 taping N57 taping N58 taping N59 taping N60 taping
20 5 5 5 6 6 7 6 6 5 5 5 5 5 5 5 4 5 6 6 5 5 5 5 5 3 5 5 5 6 7 7 7 6 5 5 7 5 5 5 6 6 5 5 5 5 5 5 6 5 6 5 6 4 5 6 6 4
5 5 5 6 6 7 6 6 5 5 5 5 5 5 5 4 5 6 6 4 5 6 5 5 3 5 6 5 5 7 7 7 6 5 5 5 5 5 5 6 6 6 6 6 5 6 7 6 7 6 6 6 5 5 6 6 5 5
19 4 4 4 5 5 6 5 5 4 4 4 4 4 4 4 3 4 5 5 4 4 4 4 4 2 4 4 4 5 6 6 6 5 4 4 6 4 4 4 5 5 4 4 4 4 4 4 5 4 5 4 5 3 4 5 5 3
4 4 4 5 5 6 5 5 4 4 4 4 4 4 4 3 4 5 5 3 4 5 4 4 2 4 5 4 4 6 6 6 5 4 4 4 4 4 4 5 5 5 5 5 4 5 6 5 6 5 5 5 4 4 5 5 4 4
15 0 0 -1 0 -1 1 0 1 0 0 0 0 0 0 1 -1 -1 0 2 0 -1 0 0 2 -2 -1 0 0 -1 0 0 1 1 0 0 2 0 0 -1 0 0 -1 -1 0 -1 -2 -1 -1 -1 0 -1 1 -1 -1 0 1 -1
206.69 38.87 38.85 136.73 58.3 89.87 200.6 116.34 46.78 72.81 42.49 47.1 148.74 59.31 54.83 167.89 130.55 23.51 43.29 131.31 224.08 127.43 36.19 264.73 86.98 140.89 275 87.17 139.41 236.72 51.7 80.65 135.92 209.17 22.63 16.45 224.56 223.6 1365.64 1174.28 350.12 114.41 350 354.6 206.28 207.74 363.63 374.15 143.8 377.54 57.48 377.78 563.78 389.72 390.61 387.08 391.42 393.33
206.69 245.56 284.41 421.14 479.44 569.31 769.91 886.25 526.22 599.03 641.52 933.35 1082.09 1141.4 1196.23 1364.12 1494.67 1518.18 1561.47 1692.78 1916.86 2044.29 2309.02 2345.21 2609.94 2696.92 2837.81 3112.81 3199.98 3339.39 3576.11 3627.81 3708.46 3844.38 4053.55 4076.18 4092.63 4317.19 4540.79 5906.43 7080.71 7430.83 7545.24 7895.24 8249.84 8456.12 8663.86 9027.49 9401.64 9545.44 9922.98 9980.46 10358.24 10922.02 11311.74 11702.35 12089.43 12480.85
150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150
0.1134 0.1134 0.1091 0.1049 0.0964 0.0921 0.0723 0.0624 0.0524 0.0487 0.0449 0.0411 0.0373 0.0335 0.0298 0.0260 0.0222 0.0184 0.0146 0.0109 0.0057 0.0057 0.0057 0.0057 0.0057 0.0057 0.0057 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0043 0.0099 0.0099 0.0099 0.0099 0.0099 0.0099 0.0099 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038 0.0038
113 113 109 105 96 92 72 62 52 49 45 41 37 34 30 26 22 18 15 11 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 10 10 10 10 10 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
508 508 406 406 406 356 356 356 324 273 273 273 219 219 219 168 168 141 141 141 219 168 168 168 168 168 168 168 168 219 168 168 168 168 168 168 219 219 219 219 219 219 219 141 141 141 141 141 141 141 141 141 141 141 141 141 141 168
508 508 406 406 406 356 356 356 324 273 273 273 219 219 219 168 168 141 141 141 219 168 168 168 168 168 168 168 168 219 168 168 168 168 168 168 219 219 219 219 219 219 219 141 141 141 141 141 141 141 141 141 141 141 141 141 141 168
502.44 502.44 401.62 401.62 401.62 350.82 350.82 350.82 319.32 268.90 268.90 268.90 215.34 215.34 215.34 164.89 164.89 137.89 137.89 137.89 215.34 164.89 164.89 164.89 164.89 164.89 164.89 164.89 164.89 215.34 164.89 164.89 164.89 164.89 164.89 164.89 215.34 215.34 215.34 215.34 215.34 215.34 215.34 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 137.89 164.89
0.502 0.502 0.402 0.402 0.402 0.351 0.351 0.351 0.319 0.269 0.269 0.269 0.215 0.215 0.215 0.165 0.165 0.138 0.138 0.138 0.215 0.165 0.165 0.165 0.165 0.165 0.165 0.165 0.165 0.215 0.165 0.165 0.165 0.165 0.165 0.165 0.215 0.215 0.215 0.215 0.215 0.215 0.215 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.138 0.165
Kontrol Pipa
Mayor Minor Headloss Headloss / Slope (v2/2g) (∆h
Minor Headloss headloss mayor + (K*V2/2g) minor
Sisa Tekan
A (m²) v (m/detik)
meter
meter
meter
meter
awal
0.394 0.394 0.315 0.315 0.315 0.275 0.275 0.275 0.251 0.211 0.211 0.211 0.169 0.169 0.169 0.129 0.129 0.108 0.108 0.108 0.169 0.129 0.129 0.129 0.129 0.129 0.129 0.129 0.129 0.169 0.129 0.129 0.129 0.129 0.129 0.129 0.169 0.169 0.169 0.169 0.169 0.169 0.169 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.129
0.0032 0.0032 0.0092 0.0089 0.0082 0.0151 0.0118 0.0102 0.0136 0.0291 0.0268 0.0246 0.0658 0.0591 0.0525 0.1682 0.1436 0.2844 0.2257 0.1685 0.0100 0.0369 0.0369 0.0369 0.0369 0.0369 0.0369 0.0278 0.0278 0.0076 0.0278 0.0278 0.0278 0.0278 0.0278 0.0278 0.0175 0.0175 0.0175 0.0175 0.0175 0.0175 0.0175 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0584 0.0244
0.0042 0.0042 0.0061 0.0056 0.0048 0.0057 0.0035 0.0026 0.0022 0.0027 0.0023 0.0019 0.0025 0.0020 0.0016 0.0021 0.0015 0.0015 0.0009 0.0005 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000
0.0014 0.0076 0.0110 0.0102 0.0086 0.0108 0.0063 0.0047 0.0042 0.0052 0.0042 0.0035 0.0047 0.0036 0.0029 0.0041 0.0027 0.0028 0.0017 0.0005 0.0001 0.0000 0.0001 0.0001 0.0000 0.0000 0.0001 0.0000 0.0001 0.0000 0.0000 0.0000 0.0001 0.0000 0.0001 0.0001 0.0000 0.0003 0.0002 0.0002 0.0000 0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0000 0.0001 0.0000 0.0001 0.0000 0.0000 0.0001 0.0001 0.0000
0.0088 0.02 0.03 0.02 0.02 0.03 0.02 0.02 0.02 0.04 0.03 0.03 0.07 0.06 0.06 0.17 0.15 0.29 0.23 0.17 0.01 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.01 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.02
0 14.99 14.98 14.97 13.98 13.98 12.97 13.98 13.98 14.98 14.96 14.97 14.97 14.93 14.94 14.94 15.83 14.85 13.71 13.77 14.98 14.99 14.99 14.96 14.96 16.96 14.96 14.97 14.97 13.98 12.99 12.97 12.99 13.98 14.97 14.97 12.97 14.98 14.98 14.98 13.98 13.98 13.98 14.98 14.96 14.97 14.97 14.93 13.94 14.94 13.94 14.94 13.94 15.83 14.85 13.71 13.77 14.98
0.287 0.287 0.346 0.333 0.306 0.334 0.263 0.227 0.209 0.231 0.213 0.195 0.221 0.198 0.176 0.201 0.172 0.170 0.135 0.101 0.034 0.044 0.044 0.044 0.044 0.044 0.044 0.033 0.033 0.025 0.033 0.033 0.033 0.033 0.033 0.033 0.059 0.059 0.059 0.059 0.059 0.059 0.059 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.029
akhir 14.99 14.98 14.97 13.98 13.98 12.97 13.98 13.98 14.98 14.96 14.97 14.97 14.93 14.94 14.94 15.83 14.85 13.71 13.77 15.83 14.99 13.96 14.96 14.96 16.96 14.96 13.96 14.97 14.97 12.99 12.97 12.97 13.97 14.97 14.97 14.97 14.98 14.98 14.98 13.98 13.98 13.98 13.98 13.94 14.94 13.94 12.94 13.94 12.94 13.94 13.94 13.94 14.94 14.94 13.94 13.94 14.94 14.98
Epanet V2.0 meter 15.00 15.00 15.00 14.00 14.00 12.99 13.99 13.99 14.99 14.99 14.99 14.99 14.99 14.99 14.99 15.98 14.98 13.98 13.98 15.98 15.00 14.00 15.00 15.00 17.00 15.00 13.99 15.00 15.00 13.00 13.00 13.00 13.00 15.00 15.00 15.00 14.99 14.99 14.99 13.99 13.99 13.99 13.99 13.99 14.99 13.99 12.99 13.99 12.99 13.99 13.99 13.99 14.99 14.98 13.98 13.98 14.98 14.98
Keterangan memenuhi/ tidak memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi
EGL
HGL
Galat
meter
meter
Meter
14.9879 14.9818 14.9644 13.9664 13.9703 12.9533 13.9665 13.9722 14.9664 14.9339 14.9399 14.9455 14.8613 14.8763 14.8905 15.6575 14.7086 13.4269 13.5461 15.6621 14.9797 13.9261 14.9261 14.9261 16.9261 14.9261 13.9261 14.9443 14.9443 12.9848 12.9443 12.9443 13.9443 14.9443 14.9443 14.9443 14.9649 14.9646 14.9648 13.9648 13.9649 13.9648 13.9649 13.8831 14.8831 13.8831 12.8831 13.8831 12.8831 13.8831 13.8831 13.8831 14.8831 14.8831 13.8831 13.8830 14.8830 14.9511
15.00 15.00 15.00 14.00 14.00 12.99 13.99 13.99 14.99 14.99 14.99 14.99 14.99 14.99 14.99 15.98 14.98 13.98 13.98 15.98 15.00 14.00 15.00 15.00 17.00 15.00 13.99 15.00 15.00 13.00 13.00 13.00 13.00 15.00 15.00 15.00 14.99 14.99 14.99 13.99 13.99 13.99 13.99 13.99 14.99 13.99 12.99 13.99 12.99 13.99 13.99 13.99 14.99 14.98 13.98 13.98 14.98 14.98
0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% -1% -1% -2% -2% -1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 7% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
DATA EPANET Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc
N2 N31 N39 N42 N49 N3 N57 N60 N62 N64 N66 N68 N71 N73 N76 N80 N82 N84 N86 N4 N33 N32 N34 N35 N36 N37 N38 N40 N41 N43 N45 N46 N47 N50 N51 N52 N55 N53 N54 N56 N58 N59 N61 N63 N65 N67 N69 N72 4 N74 N75 N78 N79 N81 N83 N85 N87 N88
15.00 15.00 15.00 14.00 14.00 12.99 13.99 13.99 14.99 14.99 14.99 14.99 14.99 14.99 14.99 15.98 14.98 13.98 13.98 15.98 15.00 14.00 15.00 15.00 17.00 15.00 13.99 15.00 15.00 13.00 13.00 13.00 13.00 15.00 15.00 15.00 14.99 14.99 14.99 13.99 13.99 13.99 13.99 13.99 14.99 13.99 12.99 13.99 12.99 13.99 13.99 13.99 14.99 14.98 13.98 13.98 14.98 14.98
Tabel 4.20 Perhitungan Sistem Distribusi Zona 3
No Junction
Elevasi Tanah (m)
Elevasi pipa (m)
PIPA
PRIMER
SEKUNDER
Beda Elevasi
Panjang Pipa
Panjang Diameter Diameter Diameter Debit Laju Alir Koefisien Debit Rencana Pipa Pipa terpilih Diameter Pipa Pipa Rencana Asumsi Kekasaran Kumulatif (IN DIM) Hitungan Pasaran
Dari
Ke
Awal
Akhir
Awal
Akhir
meter
meter
meter
HDPE
m³/ Detik
LPS
v (m/detik)
mm
mm
mm
m
RV N93 N94 N95 N96 N97 N98 N97 N100 N101 N102 N103 N104 N105 N106 N107 N94 N109 N100 N111 N112 N113 N111 N103 N116 N104 N118 N106 N120 N121 N122 N123 N107 N126
N93 N94 N95 N96 N97 N98 N99 N100 N101 N102 N103 N104 N105 N106 N107 N108 N109 N110 taping N111 N112 N113 N114 taping N115 taping N116 N117 taping N118 N119 taping N120 N121 N122 N123 N124 taping N125 N126 taping
20 2 1 3 2 2 2 2 1 2 2 3 3 3 3 3 1 3 1 1 2 2 1 3 3 3 2 3 3 2 2 2 3 3
2 1 3 2 2 2 2 1 2 2 3 3 3 3 3 4 3 3 1 2 2 1 2 3 3 2 3 3 2 2 2 3 3 2
19 1 0 2 1 1 1 1 0 1 1 2 2 2 2 2 0 2 0 0 1 1 0 2 2 2 1 2 2 1 1 1 2 2
1 0 2 1 1 1 1 0 1 1 2 2 2 2 2 3 2 2 0 1 1 0 1 2 2 1 2 2 1 1 1 2 2 1
18 1 -2 1 0 0 0 1 -1 0 -1 0 0 0 0 -1 -2 0 0 -1 0 1 -1 0 0 1 -1 0 1 0 0 -1 0 1
189.6 72.53 565.04 1098.87 21.5 64.83 711.87 74.86 275 37 152.81 327 306.7 197.04 126.61 49.14 560.03 531.35 288.36 345.37 294.6 254.85 521.44 187.59 612.3 164.19 602.05 135.94 295.22 31.1 92.55 194.19 408.75 145.24
189.6 262.13 827.17 1926.04 1947.54 2012.37 2724.24 2799.1 2222.54 2259.54 2412.35 3126.1 3432.8 3629.84 3756.45 3805.59 4365.62 4896.97 5185.33 5530.7 5825.3 6080.15 6601.59 6789.18 7401.48 7565.67 8167.72 8303.66 8598.88 8629.98 8722.53 8916.72 9325.47 9470.71
150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150
0.0309 0.0299 0.0289 0.0279 0.0269 0.0259 0.0229 0.0219 0.0189 0.0169 0.0149 0.0129 0.0099 0.0069 0.0039 0.0009 0.0012 0.0012 0.0031 0.0031 0.0031 0.0031 0.0031 0.0015 0.0015 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0012 0.0012
31 30 29 28 27 26 23 22 19 17 15 13 10 7 4 1 1 1 3 3 3 3 3 2 2 3 3 3 3 3 3 3 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 48 48 102 102 102 102 102 89 89 114 114 114 114 114 114 114 73 73
324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 324 48 48 102 102 102 102 102 89 89 114 114 114 114 114 114 114 73 73
319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 319.32 45.53 45.53 98.55 98.55 98.55 98.55 98.55 85.85 85.85 111.25 111.25 111.25 111.25 111.25 111.25 111.25 69.95 69.95
0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.05 0.05 0.10 0.10 0.10 0.10 0.10 0.09 0.09 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.07 0.07
Kontrol Pipa
Mayor Minor Headloss Headloss / Slope (v2/2g) (∆h
A (m²) v (m/detik)
meter
meter
0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.036 0.036 0.077 0.077 0.077 0.077 0.077 0.067 0.067 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.055 0.055
0.0080 0.0077 0.0075 0.0072 0.0070 0.0067 0.0059 0.0057 0.0049 0.0044 0.0039 0.0033 0.0026 0.0018 0.0010 0.0002 4.0933 4.2136 0.2460 0.2460 0.2460 0.2460 0.2460 0.2331 0.2399 0.1143 0.1143 0.1143 0.1143 0.1143 0.1143 0.1143 0.5056 0.5204
0.0008 0.0007 0.0007 0.0006 0.0006 0.0005 0.0004 0.0004 0.0003 0.0002 0.0002 0.0001 0.0001 0.0000 0.0000 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.123 0.119 0.115 0.111 0.107 0.103 0.091 0.087 0.075 0.067 0.059 0.051 0.039 0.027 0.015 0.004 0.034 0.035 0.040 0.040 0.040 0.040 0.040 0.022 0.023 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.022 0.022
Minor Headloss headloss mayor + (K*V2/2g) minor meter 0.0007 0.0013 0.0009 0.0006 0.0011 0.0005 0.0004 0.0007 0.0004 0.0003 0.0003 0.0002 0.0000 0.0001 0.0000 0.0000 0.0000 0.0001 0.0002 0.0001 0.0001 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Sisa Tekan
meter
awal
0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.09 4.21 0.25 0.25 0.25 0.25 0.25 0.23 0.24 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.51 0.52
0 17.99 18.99 16.99 17.99 17.99 17.99 17.99 18.99 17.99 18.00 17.00 17.00 17.00 17.00 17.00 16.00 16.93 16.89 18.75 18.99 17.75 17.75 17.75 16.77 16.76 17.89 16.99 16.89 17.99 17.89 17.89 16.89 17.99
akhir 17.99 18.99 16.99 17.99 17.99 17.99 17.99 18.99 17.99 18.00 17.00 17.00 17.00 17.00 17.00 16.00 16.93 16.89 18.75 17.75 17.75 18.75 17.75 16.77 16.76 17.89 16.89 16.89 17.89 17.89 17.89 16.89 16.49 17.48
Epanet V2.0 meter 17.98 18.98 16.94 17.88 17.88 17.88 17.88 18.88 17.87 17.87 16.87 16.87 16.87 16.87 16.87 15.87 16.93 16.89 18.87 17.86 17.86 18.85 17.86 16.87 16.86 17.87 16.86 16.87 17.86 17.86 17.86 16.86 16.86 17.86
Keterangan memenuhi/ tidak memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi memenuhi
EGL
HGL
Galat
meter
meter
Meter
17.9825 18.9825 16.9834 17.9844 17.9844 17.9856 17.9873 18.9876 17.9895 17.9907 16.9918 16.9930 16.9948 16.9963 16.9980 15.9995 12.8367 12.6764 18.5077 17.5078 17.5079 18.5078 17.5078 16.5338 16.5201 17.7713 16.7713 16.7713 17.7713 17.7713 17.7713 16.7713 15.9888 16.9591
17.98 18.98 16.94 17.88 17.88 17.88 17.88 18.88 17.87 17.87 16.87 16.87 16.87 16.87 16.87 15.87 16.93 16.89 18.87 17.86 17.86 18.85 17.86 16.87 16.86 17.87 16.86 16.87 17.86 17.86 17.86 16.86 16.86 17.86
0% 0% 0% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 0% 0% -1% -1% -1% -1% -1% -1% -1% 0% 0% 0% 0% 0% 0% 0% -2% -2%
DATA EPANET Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc Junc
N19 N129 N20 N21 N22 N23 N24 N25 N26 N27 N121 N118 N28 N29 N115 N30 N130 N131 N127 N124 N125 N126 N128 N122 N123 N119 N120 N114 N113 N112 N111 N110 N116 N117
17.98 18.98 16.94 17.88 17.88 17.88 17.88 18.88 17.87 17.87 16.87 16.87 16.87 16.87 16.87 15.87 16.93 16.89 18.87 17.86 17.86 18.85 17.86 16.87 16.86 17.87 16.86 16.87 17.86 17.86 17.86 16.86 16.86 17.86
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