Perhitungan Drainase Bab 5

Embed Size (px)

DESCRIPTION

perencanaan drainase

Citation preview

  • 5/18/2018 Perhitungan Drainase Bab 5

    1/19

    Tabel perhitungan limpasan air hujan

    Jalur jenis saluran letak Perumahan Perkantoran Tegalan/Sawah/Lapang Cr A (Ha)

    Co Panjang A (Ha) Co A (Ha) Co Panjang A (Ha) Total Total

    1 ! " mm # $ % & mm ' 1$ 1%

    P1-SK1 primer kanan 0.60 14.00 0.98 0.60 0.98

    SK1-OF1 sekunder kanan 0.60 110.00 7.70 0.60 7.70

    SK2-OF2 sekunder kiri 0.60 18.00 1.26 0.60 1.26

    SK3-G1 sekunder kanan 0.60 0.30 0.02 0.60 0.02

    G1-G2 sekunder kanan 0.60 6.00 0.42 0.60 0.42

    G2-G3 sekunder kiri 0.60 6.00 0.42 0.60 0.42

    G3-G4 sekunder kiri 0.60 1.50 0.11 0.60 0.11

    G4-P2 sekunder kiri 0.60 6.00 0.42 0.60 0.42

    P2-OF3 primer kiri 0.60 69.00 4.83 0.60 4.83

    SK4-G5 sekunder kiri 0.60 0.30 0.02 0.60 0.02

    G5-G6 sekunder kiri 0.60 6.00 0.42 0.60 0.42

    G6-G7 sekunder kiri 0.60 6.00 0.42 0.60 0.42

    G7-G8 sekunder kiri 0.60 2.00 0.14 0.60 0.14

    G8-OF4 sekunder kiri 0.60 12.00 0.84 0.60 0.84

    P3-OF5 primer kiri 1.00 189.00 13.23 1.00 13.23

    SK5-OF6 sekunder kiri 1.00 128.00 8.96 1.00 8.96

    P4-G9 primer kanan 0.60 8.00 0.56 0.60 0.56

    G9-G10 primer kanan 0.60 1008.00 70.56 0.60 70.56

    G10-OF7 primer kanan 1.00 40.00 2.8 1.00 2.80

    SK6-G11 sekunder kiri 0.60 28.00 1.96 0.60 1.96

    P5-OF8 primer kiri 0.60 352.00 24.64 0.60 24.64

    SK7-G12 sekunder kiri 0.60 2.00 0.14 0.60 0.14

    G12-G13 sekunder kiri 0.60 176.00 12.32 0.60 12.32P6-G14 primer kanan 0.60 308.00 21.56 0.60 21.56

    G14-G15 primer kanan 0.60 24.00 1.68 0.60 1.68

    G15-OF9 primer kanan 0.60 75.00 5.25 0.60 5.25

    SK8-G16 sekunder kanan 0.60 1.00 0.07 0.60 0.07

    G16-OF10 sekunder kanan 0.60 107.00 7.49 0.60 7.49

    SK9-G17 sekunder kiri 0.60 11.00 0.77 0.60 0.77

    G17-OF11 sekunder kiri 0.60 112.00 7.84 0.60 7.84

  • 5/18/2018 Perhitungan Drainase Bab 5

    2/19

    itungan imensi Saluran

    lok Jalur Jenis Sal* Letak entuk Saluran P+H A (Ha) C Ho (m) Lo (m) So (,) to (mnt)

    (1)* ()* (!)* (")* (#)* ($)* (%)* (&)* (')* (1-)* (11)* (1)*

    1 P1-SK1 primer kanan segiempat 5 0.98 0.60 1 980 0.00102 84.52

    2 SK1-OF1 sekunder kanan segiempat 5 7.70 0.60 1 7700 0.00013 236.92

    05 SK2-OF2 sekunder kanan segiempat 5 1.26 0.60 1 1260 0.00079 95.84

    0

    3 SK3-G1 sekunder kanan segiempat 5 0.02 0.60 1 21 0.04762 12.37

    3 G1-G2 sekunder kanan segiempat 5 0.42 0.60 1 420 0.00238 55.33

    4 G2-G3 sekunder kiri segiempat 5 0.42 0.60 1 420 0.00238 55.33

    4 G3-G4 sekunder kiri segiempat 5 0.11 0.60 1 105 0.00952 27.67

    4 G4-P2 sekunder kiri segiempat 5 0.42 0.60 1 420 0.00238 55.33

    4 P2-OF3 primer kiri segiempat 5 4.83 0.60 1 4830 0.00021 187.65

    0

    6 SK4-G5 sekunder kiri segiempat 5 0.02 0.60 1 21 0.04762 12.376 G5-G6 sekunder kiri segiempat 5 0.42 0.60 1 420 0.00238 55.33

    6 G6-G7 sekunder kiri segiempat 5 0.42 0.60 1 420 0.00238 55.33

    7 G7-G8 sekunder kiri segiempat 5 0.14 0.60 1 140 0.00714 31.95

    7 G8-OF4 sekunder kiri segiempat 5 0.84 0.60 1 840 0.00119 78.25

    0

    111412 P3-OF5 primer kiri segiempat 5 13.23 1.00 1 13230 0.00008 310.56

    0

    16 SK5-OF6 sekunder kiri segiempat 5 8.96 1.00 1 8960 0.00011 255.57

    0

    17 P4-G9 primer kanan segiempat 5 0.56 0.60 1 560 0.00179 63.89

    17 G9-G10 primer kanan segiempat 5 70.56 0.60 1 70560 0.00001 717.20

    18 G10-OF7 primer kanan segiempat 5 2.80 1.00 1 2800 0.00036 142.87

    0

    19.21 SK6-G11 sekunder kiri segiempat 5 1.96 0.60 1 1960 0.00051 119.53

    19.21 P5-OF8 primer kiri segiempat 5 24.64 0.60 1 24640 0.00004 423.82

    0

    22 SK7-G12 sekunder kiri segiempat 5 0.14 0.60 1 140 0.00714 31.95

    22 G12-G13 sekunder kiri segiempat 5 12.32 0.60 1 12320 0.00008 299.69

    23 25 P6-G14 primer kanan segiempat 5 21.56 0.60 1 21560 0.00005 396.45

    25 G14-G15 primer kanan segiempat 5 1.68 0.60 1 1680 0.00060 110.67

    28 G15-OF9 primer kanan segiempat 5 5.25 0.60 1 5250 0.00019 195.63

    0

    24 SK8-G16 sekunder kanan segiempat 5 0.07 0.60 1 70 0.01429 22.59

    24 G16-OF10 sekunder kanan segiempat 5 7.49 0.60 1 7490 0.00013 233.67

    0

  • 5/18/2018 Perhitungan Drainase Bab 5

    3/19

    26.29 SK9-G17 sekunder kiri segiempat 5 0.77 0.60 1 770 0.00130 74.92

    26.29 G17-OF11 sekunder kiri segiempat 5 7.84 0.60 1 7840 0.00013 239.07

    0

    29 SK10-G18 sekunder kanan segiempat 5 0.42 0.60 1 420 0.00238 55.33

    29 G18-G19 sekunder kiri segiempat 5 0.70 0.60 1 700 0.00143 71.44

    30 G19-G20 sekunder kanan segiempat 5 5.04 0.60 1 5040 0.00020 191.68

    30 G20-G21 sekunder kiri segiempat 5 0.21 0.60 1 210 0.00476 39.1330 G21-G22 sekunder kiri segiempat 5 2.80 0.60 1 2800 0.00036 142.87

    30 G22-OF12 sekunder kiri segiempat 5 3.15 0.60 1 3150 0.00032 151.54

    0

    27 SK11-P7 sekunder kiri segiempat 5 4.41 0.60 1 4410 0.00023 179.30

    31 P7-G23 primer kiri segiempat 5 24.15 1.00 1 24150 0.00004 419.59

    13, 31, 33 G23-OF13 primer kiri segiempat 5 1.26 1.00 1 1260 0.00079 95.84

    0

    34 P8-G24 primer kiri segiempat 5 0.56 0.60 1 560 0.00179 63.89

    34 G24-OF14 primer kiri segiempat 5 4.90 0.60 1 4900 0.00020 189.00

    037 SK12-OF15 sekunder kiri segiempat 5 2.10 0.60 1 2100 0.00048 123.73

    0

    40 P9-OF16 primer kanan segiempat 5 1.40 0.60 1 1400 0.00071 101.02

    0

    41 SK13-G25 sekunder kiri segiempat 5 0.35 0.60 1 350 0.00286 50.51

    49 G25-OF17 sekunder kiri segiempat 5 1.12 0.60 1 1120 0.00089 90.36

    0

    41 P10-G26 primer kiri segiempat 5 0.35 0.60 1 350 0.00286 50.51

    45 G26-G27 primer kiri segiempat 5 2.10 0.60 1 2100 0.00048 123.73

    45 G27-OF18 primer kiri segiempat 5 1.47 0.60 1 1470 0.00068 103.52

    0

    42.45 SK14-OF19 sekunder kiri segiempat 5 4.90 0.60 1 4900 0.00020 189.00

    0

    38 P11-OF20 primer kanan segiempat 5 0.49 0.60 1 490 0.00204 59.77

    0

    43 P12-OF21 primer kanan segiempat 5 0.21 0.60 1 210 0.00476 39.13

    0

    32 SK15-G27 sekunder kanan segiempat 5 5.88 0.60 1 5880 0.00017 207.04

    32 G27-OF22 sekunder kanan segiempat 5 4.41 0.60 1 4410 0.00023 179.30

  • 5/18/2018 Perhitungan Drainase Bab 5

    4/19

    .oesien 0an reen

    L (m) 0as (m/tk) t (mnt) t2 (mnt) a b 3 (mm/jam) (m) b (m)

    (1!)* (1")* (1#)* (1$)* (1%)* (1&)* (1')* (-)* (1)* ()* (!)*

    980 1.19 13.725 98.249 4714.7230 23.7548 38.644 0.063 0.053 0.013 0.027

    7700 1.19 107.843 344.767 4714.7230 23.7548 12.794 0.164 0.138 0.034 0.069

    1260 1.19 17.647 113.488 4714.7230 23.7548 34.353 0.072 0.061 0.015 0.030

    21 1.19 0.294 12.667 4714.7230 23.7548 129.448 0.005 0.004 0.001 0.002

    420 1.19 5.882 61.216 4714.7230 23.7548 55.486 0.039 0.033 0.008 0.016

    420 1.19 5.882 61.216 4714.7230 23.7548 55.486 0.039 0.033 0.008 0.016

    105 1.19 1.471 29.137 4714.7230 23.7548 89.138 0.016 0.013 0.003 0.007

    420 1.19 5.882 61.216 4714.7230 23.7548 55.486 0.039 0.033 0.008 0.016

    4830 1.19 67.647 255.292 4714.7230 23.7548 16.896 0.136 0.114 0.029 0.057

    21 1.19 0.294 12.667 4714.7230 23.7548 129.448 0.005 0.004 0.001 0.002420 1.19 5.882 61.216 4714.7230 23.7548 55.486 0.039 0.033 0.008 0.016

    420 1.19 5.882 61.216 4714.7230 23.7548 55.486 0.039 0.033 0.008 0.016140 1.19 1.961 33.908 4714.7230 23.7548 81.764 0.019 0.016 0.004 0.008

    840 1.19 11.765 90.018 4714.7230 23.7548 41.440 0.058 0.049 0.012 0.024

    13230 1.19 185.294 495.853 4714.7230 23.7548 9.074 0.333 0.280 0.070 0.140

    8960 1.19 125.490 381.065 4714.7230 23.7548 11.646 0.290 0.244 0.061 0.122

    560 1.19 7.843 71.737 4714.7230 23.7548 49.373 0.046 0.039 0.010 0.019

    70560 1.19 988.235 1705.440 4714.7230 23.7548 2.727 0.321 0.269 0.067 0.135

    2800 1.19 39.216 182.086 4714.7230 23.7548 22.905 0.178 0.150 0.037 0.075

    1960 1.19 27.451 146.985 4714.7230 23.7548 32.076 0.105 0.088 0.022 0.044

    24640 1.19 345.098 768.921 4714.7230 23.7548 5.948 0.244 0.205 0.051 0.103

    140 1.19 1.961 33.908 4714.7230 23.7548 81.764 0.019 0.016 0.004 0.008

    12320 1.19 172.549 472.237 4714.7230 23.7548 9.506 0.195 0.164 0.041 0.082

    21560 1.19 301.961 698.411 4714.7230 23.7548 6.751 0.243 0.204 0.051 0.1021680 1.19 23.529 134.196 4714.7230 23.7548 29.849 0.084 0.070 0.018 0.035

    5250 1.19 73.529 269.163 4714.7230 23.7548 16.096 0.141 0.118 0.030 0.059

    70 1.19 0.980 23.570 4714.7230 23.7548 200.029 0.023 0.020 0.005 0.010

    7490 1.19 104.902 338.573 4714.7230 23.7548 13.012 0.162 0.137 0.034 0.068

    4 (m!/t) A2 (m)

  • 5/18/2018 Perhitungan Drainase Bab 5

    5/19

    770 1.19 10.784 85.706 4714.723 23.7548 55.010 0.071 0.059 0.015 0.030

    7840 1.19 109.804 348.872 4714.7230 23.7548 12.653 0.165 0.139 0.035 0.069

    420 1.19 5.882 61.216 4714.7230 23.7548 55.486 0.039 0.033 0.008 0.016

    700 1.19 9.804 81.239 4714.723 23.7548 44.905 0.052 0.044 0.011 0.022

    5040 1.19 70.588 262.269 4714.7230 23.7548 16.484 0.138 0.116 0.029 0.058

    210 1.19 2.941 42.068 4714.723 23.7548 71.628 0.025 0.021 0.005 0.0112800 1.19 39.216 182.086 4714.7230 23.7548 25.893 0.121 0.102 0.025 0.051

    3150 1.19 44.118 195.655 4714.723 23.7548 21.488 0.113 0.095 0.024 0.047

    4410 1.19 61.765 241.066 4714.723 23.7548 19.558 0.144 0.121 0.030 0.060

    24150 1.19 338.235 757.823 4714.723 23.7548 6.032 0.405 0.340 0.085 0.170

    1260 1.19 17.647 113.488 4714.7230 23.7548 34.353 0.120 0.101 0.025 0.051

    560 1.19 7.843 71.737 4714.723 23.7548 49.373 0.046 0.039 0.0096810138 0.0193620277

    4900 1.19 68.627 257.627 4714.723 23.7548 18.301 0.149 0.126 0.0313979955 0.0627959909

    2100 1.19 29.412 153.141 4714.723 23.7548 26.652 0.093 0.078 0.0195974243 0.0391948485

    1400 1.19 19.608 120.633 4714.723 23.7548 39.083 0.091 0.077 0.0191584934 0.0383169867

    350 1.19 4.902 55.414 4714.723 23.7548 59.553 0.035 0.029 0.0072981052 0.0145962104

    1120 1.19 15.686 106.046 4714.723 23.7548 44.459 0.083 0.070 0.0174350631 0.0348701261

    350 1.19 4.902 55.414 4714.723 23.7548 59.553 0.035 0.029 0.0072981052 0.0145962104

    2100 1.19 29.412 153.141 4714.723 23.7548 26.652 0.093 0.078 0.0195974243 0.0391948485

    1470 1.19 20.588 124.108 4714.723 23.7548 37.989 0.093 0.078 0.0195531279 0.0391062558

    4900 1.19 68.627 257.627 4714.723 23.7548 16.756 0.137 0.115 0.0287473197 0.0574946395

    490 1.19 6.863 66.630 4714.723 23.7548 52.163 0.043 0.036 0.0089495181 0.0178990363

    210 1.19 2.941 42.068 4714.723 23.7548 71.628 0.025 0.021 0.0052667369 0.0105334738

    5880 1.19 82.353 289.392 4714.723 23.7548 16.292 0.160 0.134 0.0335419789 0.0670839579

    4410 1.19 61.765 241.066 4714.723 23.7548 19.558 0.144 0.121 0.0301995783 0.0603991566

  • 5/18/2018 Perhitungan Drainase Bab 5

    6/19

    H muka tanah H asar saluran

    5 (m) total (m) 6 (m) H (m) n Ss (,) awal (m) akhir (m) awal (m) akhir (m)

    (")* (#)* ($)* (%)* (&)* (')* (!-)* (!1)* (!)* (!!)* (!")*

    0.004 0.017 0.007 1 0.025 0.102 0.382 900 540 899.983 440

    0.010 0.045 0.017 1 0.025 0.013 0.266 900 540 899.955 440

    0.005 0.020 0.008 1 0.025 0.079 0.369 900 540 899.980 440

    0.000 0.001 0.000 1 0.025 4.762 0.412 900 540 899.999 440

    0.002 0.011 0.004 1 0.025 0.238 0.415 900 540 899.989 440

    0.002 0.011 0.004 1 0.025 0.238 0.415 900 540 899.989 440

    0.001 0.004 0.002 1 0.025 0.952 0.438 900 540 899.996 440

    0.002 0.011 0.004 1 0.025 0.238 0.415 900 540 899.989 440

    0.009 0.037 0.014 1 0.025 0.021 0.294 900 540 899.963 440

    0.000 0.001 0.000 1 0.025 4.762 0.412 900 540 899.999 4400.002 0.011 0.004 1 0.025 0.238 0.415 900 540 899.989 440

    0.002 0.011 0.004 1 0.025 0.238 0.415 900 540 899.989 440

    0.001 0.005 0.002 1 0.025 0.714 0.437 900 540 899.995 440

    0.004 0.016 0.006 1 0.025 0.119 0.388 900 540 899.984 440

    0.021 0.091 0.035 1 0.025 0.008 0.333 900 540 899.909 440

    0.018 0.079 0.030 1 0.025 0.011 0.367 900 540 899.921 440

    0.003 0.013 0.005 1 0.025 0.179 0.405 900 540 899.987 440

    0.020 0.088 0.034 1 0.025 0.001 0.140 900 540 899.912 440

    0.011 0.049 0.019 2 0.025 0.071 0.660 900 540 899.951 340

    0.007 0.029 0.011 1 0.025 0.051 0.385 900 540 899.971 440

    0.015 0.067 0.026 1 0.025 0.004 0.196 900 540 899.933 440

    0.001 0.005 0.002 1 0.025 0.714 0.437 900 540 899.995 440

    0.012 0.053 0.021 1 0.025 0.008 0.237 900 540 899.947 440

    0.015 0.066 0.025 1 0.025 0.005 0.209 900 540 899.934 4400.005 0.023 0.009 1 0.025 0.060 0.355 900 540 899.977 440

    0.009 0.038 0.015 1 0.025 0.019 0.289 900 540 899.962 440

    0.001 0.006 0.002 1 0.025 1.429 0.711 900 540 899.994 440

    0.010 0.044 0.017 1 0.025 0.013 0.267 900 540 899.956 440

    02ek (m/t)

  • 5/18/2018 Perhitungan Drainase Bab 5

    7/19

    0.004 0.019 0.007 1 0.025 0.12987013 0.4654970117 900 540 899.980719449 440

    0.010 0.045 0.017 1 0.025 0.013 0.265 900 540 899.955 440

    0.002 0.011 0.004 1 0.025 0.238 0.415 900 540 899.989 440

    0.003 0.014 0.006 1 0.025 0.142857143 0.3962160193 900 540 899.985692134 440

    0.009 0.038 0.015 1 0.025 0.020 0.292 900 540 899.962 440

    0.002 0.007 0.003 1 0.025 0.476190476 0.4318256972 900 540 899.993153242 4400.008 0.033 0.013 1 0.025 0.036 0.356 900 540 899.967 440

    0.007 0.031 0.012 1 0.025 0.031746032 0.3195293768 900 540 899.969189672 440

    0.009 0.039 0.015 1 0.025 0.022675737 0.3199781436 900 540 899.960740548 440

    0.026 0.111 0.043 1 0.025 0.004140787 0.2821790323 900 540 899.889481437 440

    0.008 0.033 0.013 1 0.025 0.079 0.528 900 540 899.967 440

    0.0029043 0.01258532 0.00484051 1 0.025 0.1785714286 0.4049389658 900 540 899.987414682 440

    0.0094194 0.04081739 0.015699 1 1.025 0.0204081633 0.0076083143 900 540 899.9591826059 440

    0.00587923 0.02547665 0.00979871 1 0.025 0.0476190476 0.3425852364 900 540 899.9745233485 440

    0.00574755 0.02490604 0.00957925 1 0.025 0.0714285714 0.4129789576 900 540 899.9750939586 440

    0.00218943 0.00948754 0.00364905 1 0.025 0.2857142857 0.420292903 900 540 899.9905124632 440

    0.00523052 0.02266558 0.00871753 1 0.025 0.0892857143 0.4322414872 900 540 899.977334418 440

    0.00218943 0.00948754 0.00364905 1 0.025 0.2857142857 0.420292903 900 540 899.9905124632 440

    0.00587923 0.02547665 0.00979871 1 0.025 0.0476190476 0.3425852364 900 540 899.9745233485 440

    0.00586594 0.02541907 0.00977656 1 0.025 0.0680272109 0.4088195877 900 540 899.9745809337 440

    0.0086242 0.03737152 0.01437366 1 0.025 0.0204081633 0.2932642378 900 540 899.9626284843 440

    0.00268486 0.01163437 0.00447476 1 0.025 0.2040816327 0.4097327809 900 540 899.9883656264 440

    0.00158002 0.00684676 0.00263337 1 0.025 0.4761904762 0.4318256972 900 540 899.993153242 440

    0.01006259 0.04360457 0.01677099 1 0.025 0.0170068027 0.2982376088 900 540 899.9563954274 440

    0.00905987 0.03925945 0.01509979 1 0.025 0.022675737 0.3199781436 900 540 899.9607405482 440

  • 5/18/2018 Perhitungan Drainase Bab 5

    8/19

    7alian tanah

    awal (m) akhir (m) Perlengkapan saluran

    (!#)* (!$)* (!%)*

    0.02 100.00 g"r"ng-g"r"ng

    0.04 100.00 "ut#a$$

    0.02 100.00 "ut#at$$

    0.00 100.00 g"r"ng-g"r"ng

    0.01 100.00 g"r"ng-g"r"ng

    0.01 100.00 g"r"ng-g"r"ng

    0.00 100.00 g"r"ng-g"r"ng

    0.01 100.00 g"r"ng-g"r"ng

    0.04 100.00 "ut#at$$

    0.00 100.00 g"r"ng-g"r"ng0.01 100.00 g"r"ng-g"r"ng

    0.01 100.00 g"r"ng-g"r"ng

    0.01 100.00 g"r"ng-g"r"ng

    0.02 100.00 "ut#at$$

    0.09 100.00 "ut#at$$

    0.08 100.00 "ut#at$$

    0.01 100.00 g"r"ng-g"r"ng

    0.09 100.00 g"r"ng-g"r"ng

    0.05 200.00 "ut#at$$

    0.03 100.00 g"r"ng-g"r"ng

    0.07 100.00 "ut#at$$

    0.01 100.00 g"r"ng-g"r"ng

    0.05 100.00 g"r"ng-g"r"ng

    0.07 100.00 g"r"ng-g"r"ng0.02 100.00 g"r"ng-g"r"ng

    0.04 100.00 "ut#at$$

    0.01 100.00 g"r"ng-g"r"ng

    0.04 100.00 "ut#at$$

  • 5/18/2018 Perhitungan Drainase Bab 5

    9/19

    0.0192805512 100 g"r"ng-g"r"ng

    0.05 100.00 "ut#at$$

    0.01 100.00 g"r"ng-g"r"ng

    0.0143078659 100 g"r"ng-g"r"ng

    0.04 100.00 g"r"ng-g"r"ng

    0.006846758 100 g"r"ng-g"r"ng0.03 100.00 g"r"ng-g"r"ng

    0.0308103276 100 "ut#at$$

    0.0392594518 100 g"r"ng-g"r"ng

    0.1105185626 100 g"r"ng-g"r"ng

    0.03 100.00 "ut#at$$

    0.012585318 100 g"r"ng-g"r"ng

    0.0408173941 100 "ut#at$$

    0.0254766515 100 "ut#at$$

    0.0249060414 100 "ut#at$$

    0.0094875368 100 g"r"ng-g"r"ng

    0.022665582 100 "ut#at$$

    0.0094875368 100 g"r"ng-g"r"ng

    0.0254766515 100 g"r"ng-g"r"ng

    0.0254190663 100 "ut#at$$

    0.0373715157 100 "ut#at$$

    0.0116343736 100 "ut#at$$

    0.006846758 100 "ut#at$$

    0.0436045726 100 g"r"ng-g"r"ng

    0.0392594518 100 "ut#at$$

  • 5/18/2018 Perhitungan Drainase Bab 5

    10/19

    Tabel Perhitungan imensi 7orong8gorong

    lok 9o 7orong8gorong Jalur A (Ha) C t2 (mnt) 3 (mm/jam) : 0g (m/tk)

    1 ! " # $ % & ' 1- 11

    3 G1 SK3-G1 0.02 0.84 12.12 139.823 3.0 0.02 1.19 0.02

    3 G1-G2 G1-G2 0.42 0.84 56.35 66.077 3.0 0.22 1.19 0.18

    4 G2-G3 G2-G3 0.42 0.84 56.35 66.077 3.0 0.22 1.19 0.18

    4 G3-G4 G3-G4 0.11 0.84 27.30 101.092 3.0 0.08 1.19 0.07

    4 G4 G4-P2 0.42 0.84 56.35 66.077 3.0 0.22 1.19 0.18

    6 G5 SK4-G5 4.83 0.84 12.12 139.823 3.0 5.28 1.19 4.43

    6 G5-G6 G5-G6 0.56 0.84 56.35 66.077 3.0 0.29 1.19 0.24

    6 G6-G7 G6-G7 70.56 0.84 56.35 66.077 3.0 36.43 1.19 30.62

    7 G7-G8 G7-G8 2.80 0.84 31.65 93.662 3.0 2.05 1.19 1.72

    7 G8 G8-OF4 0.1 0.84 82.24 50.490 3.0 0.06 1.19 0.05

    17 G9 P4-G9 0.56 0.84 65.82 59.373 3.0 0.26 1.19 0.22

    17 G9-G10 G9-G10 70.56 0.84 1525.35 3.569 3.0 1.97 1.19 1.6518 G10 G10-OF7 2.80 1.00 164.69 28.833 3.0 0.75 1.19 0.63

    19.21 G11 SK6-G11 1.96 0.84 133.28 34.464 3.0 0.53 1.19 0.44

    22 G12 SK7-G12 0.14 0.84 31.65 93.662 3.0 0.10 1.19 0.09

    22 G12-G13 G12-G13 12.32 0.84 423.96 12.274 3.0 1.18 1.19 0.99

    23 25 G14 P6-G14 21.56 0.84 625.98 8.480 3.0 1.43 1.19 1.20

    25 G14-G15 G14-G15 1.68 0.84 121.83 37.105 3.0 0.49 1.19 0.41

    28 G15-OF9 G15-OF9 5.25 0.84 242.53 20.521 3.0 0.84 1.19 0.71

    24 G16 SK8-G16 0.07 0.84 22.21 111.453 3.0 0.06 1.19 0.05

    24 G16-OF10 G16-OF10 7.49 0.84 304.55 16.688 3.0 0.98 1.19 0.8226.29 G17 SK9-G17 0.77 0.84 78.37 52.336 3.0 0.31 1.19 0.26

    26.29 G17-OF11 G17-OF11 7.84 0.84 313.76 16.238 3.0 0.99 1.19 0.84

    29 G18 SK10-G18 0.42 1.00 56.35 66.077 3.0 0.26 1.19 0.22

    29 G18-G19 G18-G19 0.7 0.84 74.36 54.397 3.0 0.30 1.19 0.25

    30 G19-G20 G19-G20 5.04 0.84 236.37 21.000 3.0 0.83 1.19 0.70

    30 G20-G21 G20-G21 0.21 0.84 39.06 83.240 3.0 0.14 1.19 0.11

    30 G21-G22 G21-G22 2.8 0.84 164.69 28.833 3.0 0.63 1.19 0.53

    30 G22-OF12 G22-OF12 3.15 0.84 176.82 27.120 3.0 0.67 1.19 0.56

    31 G23 P7-G23 24.15 1.00 679.05 7.843 3.0 1.76 1.19 1.47

    13, 31, 33 G23 G23-OF13 1.26 1.00 103.29 42.367 3.0 0.49 1.19 0.42

    34 G24 P8-G24 0.56 0.84 65.82 59.373 3.0 0.26 1.19 0.22

    34 G24 G24-OF14 4.9 0.84 232.22 21.336 4.0 0.61 2.19 0.28

    4g(m!/tk) Ag (m)

  • 5/18/2018 Perhitungan Drainase Bab 5

    11/19

    41 G25 SK13-G25 0.35 0.84 50.22 71.289 5.0 0.12 3.19 0.04

    49 G25 G25-OF17 1.12 0.61 96.62 44.643 6.0 0.14 4.19 0.03

    41 G26 P10-G26 0.35 0.84 51.12 70.471 7.0 0.08 5.19 0.02

    45 G26-G27 G26-G27 2.1 0.84 138.79 33.322 8.0 0.21 6.19 0.03

    45 G27 G27-OF18 1.47 0.84 112.80 39.494 9.0 0.15 7.19 0.02

    32 G27 SK15-G27 5.88 0.84 260.61 19.234 10.0 0.27 8.19 0.0332 G27 G27-OF22 4.41 0.84 217.42 22.625 11.0 0.21 9.19 0.02

  • 5/18/2018 Perhitungan Drainase Bab 5

    12/19

    g (m) bg (m) 5g (m) Pg (m) 6g (m) L (m) b (m) ; a h (m)

    1 1! 1" 1# 1$ 1% 1& 1' - 1

    0.10 0.20 0.03 0.39 0.05 6.00 0.03 0.81 0.23 0.08

    0.30 0.60 0.09 1.21 0.15 6.00 0.03 0.81 0.23 0.07

    0.30 0.60 0.09 1.21 0.15 6.00 0.03 0.81 0.23 0.07

    0.19 0.37 0.06 0.75 0.09 6.00 0.03 0.81 0.23 0.07

    0.30 0.60 0.09 1.21 0.15 6.00 0.03 0.81 0.23 0.07

    1.49 2.98 0.45 5.96 0.74 6.00 0.03 0.81 0.23 0.06

    0.35 0.70 0.10 1.39 0.17 6.00 0.03 0.81 0.23 0.06

    3.91 7.83 1.17 15.65 1.96 6.00 0.03 0.81 0.23 0.06

    0.93 1.86 0.28 3.71 0.46 6.00 0.03 0.81 0.23 0.06

    0.15 0.30 0.05 0.61 0.08 6.00 0.03 0.81 0.23 0.07

    0.33 0.66 0.10 1.32 0.17 6.00 0.03 0.81 0.23 0.06

    0.91 1.82 0.27 3.64 0.45 6.00 0.03 0.81 0.23 0.060.56 1.12 0.17 2.24 0.28 6.00 0.03 0.81 0.23 0.06

    0.47 0.94 0.14 1.88 0.24 6.00 0.03 0.81 0.23 0.06

    0.21 0.41 0.06 0.83 0.10 6.00 0.03 0.81 0.23 0.07

    0.70 1.41 0.21 2.82 0.35 6.00 0.03 0.81 0.23 0.06

    0.77 1.55 0.23 3.10 0.39 6.00 0.03 0.81 0.23 0.06

    0.45 0.90 0.14 1.81 0.23 6.00 0.03 0.81 0.23 0.06

    0.59 1.19 0.18 2.38 0.30 6.00 0.03 0.81 0.23 0.06

    0.16 0.32 0.05 0.64 0.08 6.00 0.03 0.81 0.23 0.07

    0.64 1.28 0.19 2.56 0.32 6.00 0.03 0.81 0.23 0.060.36 0.73 0.11 1.45 0.18 6.00 0.03 0.81 0.23 0.06

    0.65 1.29 0.19 2.59 0.32 6.00 0.03 0.81 0.23 0.06

    0.33 0.66 0.10 1.31 0.16 6.00 0.03 0.81 0.23 0.06

    0.35 0.71 0.11 1.41 0.18 6.00 0.03 0.81 0.23 0.06

    0.59 1.18 0.18 2.36 0.29 6.00 0.03 0.81 0.23 0.06

    0.24 0.48 0.07 0.96 0.12 6.00 0.03 0.81 0.23 0.07

    0.51 1.03 0.15 2.06 0.26 6.00 0.03 0.81 0.23 0.06

    0.53 1.06 0.16 2.12 0.26 6.00 0.03 0.81 0.23 0.06

    0.86 1.72 0.26 3.44 0.43 6.00 0.03 0.81 0.23 0.06

    0.46 0.91 0.14 1.82 0.23 6.00 0.03 0.81 0.23 0.06

    0.33 0.66 0.10 1.32 0.17 6.00 0.03 0.81 0.23 0.06

    0.37 0.75 0.11 1.50 0.19 7.00 0.03 1.81 -0.45 0.10

  • 5/18/2018 Perhitungan Drainase Bab 5

    13/19

    0.14 0.27 0.04 0.54 0.07 8.00 0.03 2.81 -0.64 0.06

    0.13 0.26 0.04 0.52 0.06 9.00 0.03 3.81 -0.74 0.03

    0.09 0.18 0.03 0.36 0.04 10.00 0.03 4.81 -0.79 -0.14

    0.13 0.26 0.04 0.51 0.06 11.00 0.03 5.81 -0.83 -0.05

    0.10 0.21 0.03 0.41 0.05 12.00 0.03 6.81 -0.85 -0.25

    0.13 0.25 0.04 0.51 0.06 13.00 0.03 7.81 -0.87 -0.19

    0.11 0.22 0.03 0.43 0.05 14.00 0.03 8.81 -0.89 -0.43

  • 5/18/2018 Perhitungan Drainase Bab 5

    14/19

    Tabel Perhitungan Street 3nletlok Jalur L (m) < (m) Ho S (,) 3 (mm/jam) (m) (mm) /L e:ekti: (m/tk) L (m)

    1 ! " # $ % & ' 1- 11

    1 P1-SK1 980 5 1 0.001 38.644 10 5.169 0.001313 0.001050 0.3

    2 SK1-OF1 7700 5 1 0.000 12.794 10 3.211 0.000642 0.000514 0.3

    5 SK2-OF2 1260 5 1 0.001 34.353 10 3.663 0.000783 0.000626 0.3

    3 SK3-G1 21 5 1 0.048 129.448 10 3.135 0.000620 0.000496 0.3

    3 G1-G2 420 5 1 0.002 55.486 10 3.737 0.000807 0.000645 0.3

    4 G2-G3 420 5 1 0.002 55.486 10 3.737 0.000807 0.000645 0.3

    4 G3-G4 105 5 1 0.010 89.138 10 3.590 0.000760 0.000608 0.3

    4 G4-P2 420 5 1 0.002 55.486 10 3.737 0.000807 0.000645 0.3

    4 P2-OF3 4830 5 1 0.000 16.896 10 3.361 0.000688 0.000550 0.3

    6 SK4-G5 21 5 1 0.048 129.448 10 3.135 0.000620 0.000496 0.3

    6 G5-G6 420 5 1 0.002 55.486 10 3.737 0.000807 0.000645 0.3

    6 G6-G7 420 5 1 0.002 55.486 10 3.737 0.000807 0.000645 0.37 G7-G8 140 5 1 0.007 81.764 10 3.642 0.000776 0.000621 0.3

    7 G8-OF4 840 5 1 0.001 41.440 10 3.710 0.000798 0.000638 0.3

    111412 P3-OF5 13230 5 1 0.000 9.074 10 3.013 0.000584 0.000467 0.3

    16 SK5-OF6 8960 5 1 0.000 11.646 10 3.157 0.000627 0.000501 0.3

    17 P4-G9 560 5 1 0.002 49.373 10 3.734 0.000806 0.000645 0.3

    17 G9-G10 70560 5 1 0.000 2.727 10 2.308 0.000392 0.000313 0.3

    18 G10-OF7 2800 5 1 0.000 22.905 10 3.509 0.000734 0.000587 0.3

    19.21 SK6-G11 1960 5 1 0.001 32.076 10 3.867 0.000849 0.000679 0.3

    19.21 P5-OF8 24640 5 1 0.000 5.948 10 2.762 0.000513 0.000410 0.3

    22 SK7-G12 140 5 1 0.007 81.764 10 3.642 0.000776 0.000621 0.3

    22 G12-G13 12320 5 1 0.000 9.506 10 3.040 0.000592 0.000474 0.3

    23 25 P6-G14 21560 5 1 0.000 6.751 10 2.865 0.000542 0.000433 0.3

    25 G14-G15 1680 5 1 0.001 29.849 10 3.617 0.000768 0.000614 0.3

    28 G15-OF9 5250 5 1 0.000 16.096 10 3.336 0.000680 0.000544 0.3

    24 SK8-G16 70 5 1 0.014 200.029 10 4.958 0.001233 0.000986 0.3

    24 G16-OF10 7490 5 1 0.000 13.012 10 3.220 0.000645 0.000516 0.3

    26.29 SK9-G17 770 5 1 0.001 55.010 10 4.200 0.000961 0.000769 0.3

    26.29 G17-OF11 7840 5 1 0.000 12.653 10 3.204 0.000641 0.000512 0.3

    29 SK10-G18 420 5 1 0.002 55.486 10 3.737 0.000807 0.000645 0.329 G18-G19 700 5 1 0.001 44.905 10 3.723 0.000802 0.000642 0.3

    30 G19-G20 5040 5 1 0.000 16.484 10 3.348 0.000684 0.000547 1.3

    30 G20-G21 210 5 1 0.005 71.628 10 3.696 0.000794 0.000635 2.3

    4/L(m/tk)

  • 5/18/2018 Perhitungan Drainase Bab 5

    15/19

    30 G21-G22 2800 5 1 0.000 25.893 10 3.731 0.000805 0.000644 3.3

    30 G22-OF12 3150 5 1 0.000 21.488 10 3.480 0.000725 0.000580 4.3

    27 SK11-P7 4410 5 1 0.000 19.558 10 3.551 0.000747 0.000598 5.3

    31 P7-G23 24150 5 1 0.000 6.032 10 2.771 0.000515 0.000412 6.3

    13, 31, 33 G23-OF13 1260 5 1 0.001 34.353 10 3.663 0.000783 0.000626 7.3

    34 P8-G24 560 5 1 0.002 49.373 10 3.734 0.000806 0.000645 8.334 G24-OF14 4900 5 1 0.000 18.301 10 3.508 0.000734 0.000587 9.3

    37 SK12-OF15 2100 5 1 0.000 26.652 10 3.573 0.000754 0.000604 10.3

    40 P9-OF16 1400 5 1 0.001 39.083 10 3.990 0.000890 0.000712 11.3

    41 SK13-G25 350 5 1 0.003 59.553 10 3.733 0.000805 0.000644 12.3

    49 G25-OF17 1120 5 1 0.001 44.459 10 4.070 0.000917 0.000734 13.3

    41 P10-G26 350 5 1 0.003 59.553 10 3.733 0.000805 0.000644 14.3

    45 G26-G27 2100 5 1 0.000 26.652 10 3.573 0.000754 0.000604 15.3

    45 G27-OF18 1470 5 1 0.001 37.989 10 3.973 0.000884 0.000707 16.3

    42.45 SK14-OF19 4900 5 1 0.000 16.756 10 3.357 0.000687 0.000549 17.338 P11-OF20 490 5 1 0.002 52.163 10 3.737 0.000807 0.000645 18.3

    43 P12-OF21 210 5 1 0.005 71.628 10 3.696 0.000794 0.000635 19.3

    32 SK15-G27 5880 5 1 0.000 16.292 10 3.433 0.000710 0.000568 20.3

    32 G27-OF22 4410 5 1 0.000 19.558 10 3.551 0.000747 0.000598 21.3

  • 5/18/2018 Perhitungan Drainase Bab 5

    16/19

    4 ijin (m!/tk) n

    1 1!

    0.000315 98

    0.000154 770

    0.000188 126

    0.000149 2

    0.000194 42

    0.000194 42

    0.000182 11

    0.000194 42

    0.000165 483

    0.000149 2

    0.000194 42

    0.000194 420.000186 14

    0.000192 84

    0.000140 1323

    0.000150 896

    0.000193 56

    0.000094 7056

    0.000176 280

    0.000204 196

    0.000123 24640.000186 14

    0.000142 1232

    0.000130 2156

    0.000184 168

    0.000163 525

    0.000296 7

    0.000155 749

    0.000231 77

    0.000154 784

    0.000194 42

    0.000193 70

    0.000712 504

    0.001460 21

  • 5/18/2018 Perhitungan Drainase Bab 5

    17/19

    0.002125 280

    0.002494 315

    0.003168 441

    0.002596 2415

    0.004572 126

    0.005350 56

    0.005459 490

    0.006216 210

    0.008047 140

    0.007926 35

    0.009757 112

    0.009214 35

    0.009234 210

    0.011531 147

    0.009505 4900.011810 49

    0.012254 21

    0.011535 588

    0.012733 441

  • 5/18/2018 Perhitungan Drainase Bab 5

    18/19

    Tabel Perhitungan =ut:all

    o* out:al jalur 4 (m!/tk) (m) b (m) A(m) 0 (m/tk) 1 (m) A1 (m) 01 (m/tk) out:all (, H (m) Lp (m)

    1 ! " # $ % & ' 1- 11 1 1!

    1 G6-OF1 2.67 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 0.02 0.5 25

    2 G9-OF3 2.10 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 0.02 0.5 25

    3 SK7-OF2 0.96 0.001 0.002 0.000 794735.251 0.001 0.000 ''' 0.02 0.5 25

    4 SK8-OF9 2.58 0.001 0.002 0.000 ''' 0.001 0.000 ''' 0.02 0.5 25

    5 SK9-OF4 0.36 0.070 0.140 0.007 55.018 0.047 0.004 82.526 0.02 0.5 25

    6 G12-OF5 2.26 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 0.02 0.5 25

    7 G16-OF7 1.29 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 %rr&509 0.02 0.5 25

    8 P7-OF8 1.42 0.051 0.103 0.004 404.448 0.034 0.002 606.673 0.02 0.5 25

    9 P5-OF6 0.70 0.004 0.008 0.000 32680.819 0.003 0.000 49021.228 0.02 0.5 25

    10 SK12-OF10 1.69 0.005 0.010 0.000 52733.056 0.003 0.000 79099.584 0.02 0.5 25

  • 5/18/2018 Perhitungan Drainase Bab 5

    19/19

    n 0 (m/tk) A (m) b (m) (m)

    1" 1# 1$ 1% 1&

    0.032 %rr&509 %rr&509 %rr&509 %rr&509

    0.032 %rr&509 %rr&509 %rr&509 %rr&509

    0.032 ''' 0.000 0.001 0.001

    0.032 ''' 0.000 0.001 0.001

    0.032 82.627 0.004 0.093 0.047

    0.032 %rr&509 %rr&509 %rr&509 %rr&509

    0.032 %rr&509 %rr&509 %rr&509 %rr&509

    0.032 606.773 0.002 0.068 0.034

    0.032 49021.329 0.000 0.005 0.003

    0.032 79099.684 0.000 0.007 0.003