Table 2 - Comparison of Hydraulic Model Results between Feasibility Study for Intensification and Extension of TKO New Town and Futher Development of TKO - Feasibility Study
Location of Sewer FSIETKO Study * TKO SIA Study ** Surcharge Record Remark
Label Length(m) Dia (mm) U/S I.L. D/S I.L. Grad (1 in) Max Flow Depth (m) Max Flowrate (m3/s) Link D/S node Length (m) Dia (mm) U/S I.L. D/S I.L. Grad (1 in) Max_depth at 1.15xPeak Flow (m) Max_flow at 1.15xPeak Flow (m3/s) ADWF (m3/d) Max Flow Depth (m) Max Flowrate (m3/s) Peak Flow 1.15xPeak flow Max_depth (m) Max_flow (m3/s)
Town Center 140.08 91 1050 0.49 0.26 393 0.582 0.818 10_30.1 10_33 27 1050 0.490 0.420 386 0.878 0.674 ######## 0.659 0.856     10_30.1,10_33.1 and 10_36.1 combined as 140.08 -0.468 0.818
10_33.1 10_36 50 1050 0.420 0.300 417 0.878 0.676 0.000 0.661 0.856    
10_36.1 10_39 15 1050 0.300 0.260 375 0.878 0.666 0 0.649 0.856    
140.09 207 1500 0.26 -0.43 300 0.460 0.818 10_39.1 10_42 52 1050 0.260 0.080 289 1.002 0.655 ######## 0.636 0.962     10_39.1,10_42.1,10_45.1 and 10_48.1 combined as 140.09 -1.040 0.818
10_42.1 10_45 53 1050 0.080 -0.090 312 1.002 0.660 0.000 0.640 0.962    
10_45.1 10_48 51 1050 -0.090 -0.270 283 1.002 0.648 0.000 0.625 0.962    
10_48.1 10_51 49 1050 -0.270 -0.430 306 1.002 0.642 0.000 0.612 0.962    
140.10 230 1500 -0.88 -1.12 982 0.887 1.320 10_51.1 10_54 120 1500 -0.880 -1.000 1000 1.297 1.055 ######## 0.922 1.215     10_51.1 and 10_54.1 combined as 140.10 -0.613 1.320
10_54.1 10_57 110 1500 -1.000 -1.120 917 1.402 1.105 ######## 0.952 1.304    
140.11 167 1500 -1.12 -1.31 878 0.936 1.427 10_57.1 10_60 120 1500 -1.120 -1.250 923 1.515 1.148 ######## 0.980 1.402     10_57.1 and 10_60.1 combined as 140.11 -0.564 1.427
10_60.1 10_63 51 1500 -1.250 -1.310 850 1.515 1.199 0.000 1.010 1.402    
140.12 190 1500 -1.31 -1.51 950 0.992 1.427 10_63.1 10_66 135 1500 -1.310 -1.460 900 1.515 1.213 0.000 1.023 1.402     10_63.1 and 10_66.1 combined as 140.12 -0.508 1.427
10_66.1 10_69 30 1650[1] -1.600 -1.657 526 2.190 1.390 ######## 1.200 2.056    
140.34 60 1650 -1.63 -1.71 749 1.187 2.054 10_69.1 10_72 61 1650 -1.657 -1.720 968 2.190 1.407 0.000 1.224 2.056       -0.463 2.054
140.35 72 1650 -1.71 -1.79 900 1.224 2.054 10_72.1 10_73 69 1650 -1.840 -1.790 -1380 2.190 1.536 0.000 1.354 2.056       -0.426 2.054
140.36 77 1650 -1.79 -1.89 769 1.256 2.054 10_73.1 10_75 79 1650 -1.790 -1.890 790 2.307 1.423 ######## 1.224 2.157       -0.394 2.054
140.37 53 1650 -1.89 -1.95 883 1.309 2.054 10_75.1 10_78 53 1650 -1.890 -1.950 883 2.307 1.449 0.000 1.253 2.157       -0.341 2.054
140.38 64 1650 -1.95 -2.03 800 1.339 2.054 10_78.1 10_81 64 1650 -1.950 -2.030 800 2.307 1.459 0.000 1.267 2.157       -0.311 2.054
140.39 67 1650 -2.03 -2.11 837 1.384 2.054 10_81.1 10_84 67 1650 -2.030 -2.110 837 2.307 1.478 0.000 1.293 2.157       -0.266 2.054
140.40 78 1650 -2.11 -2.20 866 1.429 2.054 10_84.1 10_87 78 1650 -2.110 -2.200 867 2.307 1.496 0.000 1.318 2.157       -0.221 2.054
140.41 102 1650 -2.20 -2.35 680 1.479 2.138 10_87.1 2_159 101 1650 -2.200 -2.350 673 2.372 1.485 ######## 1.337 2.212       -0.171 2.138
  150.32 56 1650 -1.90 -1.95 1119 0.982 1.910 14_102.1 14_105 56 1650 -1.900 -1.950 1120 1.070 0.747   0.694 0.933       -0.668 1.910
  150.33 68 1650 -1.95 -2.02 1046 0.969 1.910 14_105.1 14_108 68 1650 -1.950 -2.020 971 1.070 0.737   0.685 0.933       -0.681 1.910
  150.34 68 1650 -2.02 -2.08 1046 0.955 1.910 14_108.1 14_111 66 1650 -2.020 -2.080 1100 1.070 0.733   0.682 0.933       -0.695 1.910
  150.35 54 1650 -2.08 -2.13 1079 0.937 1.910 14_111.1 14_114 52 1650 -2.080 -2.130 1040 1.070 0.714   0.664 0.933       -0.713 1.910
  150.36 50 1650 -2.13 -2.18 1111 0.917 1.910 14_114.1 14_117 50 1650 -2.130 -2.180 1000 1.070 0.696   0.647 0.933       -0.733 1.910
  150.37 57 1650 -2.18 -2.23 1036 0.892 1.910 14_117.1 14_120 56 1650 -2.180 -2.230 1120 1.070 0.673   0.623 0.933       -0.758 1.910
  150.38 57 1650 -2.23 -2.43 284 0.748 2.201 14_120.1 14_123 57 1650 -2.230 -2.430 285 1.437 0.619   0.567 1.215       -0.902 2.201
  150.39 57 1650 -2.46 -2.78 178 0.737 2.202 14_123.1 14_124 56 1650 -2.460 -2.780 175 1.437 0.552   0.506 1.215       -0.913 2.202
  145.05 9 1650 -2.78 -2.90 74 0.901 2.222 14_124.1 2_177 9 1650 -2.780 -2.900 75 1.557 0.484   0.448 1.320       -0.749 2.222
  150.25 48 1650 -1.59 -1.64 872 0.867 1.317 14_81.1 14_84 48 1650 -1.590 -1.640 960 0.762 0.630   0.582 0.665       -0.783 1.317
  150.26 36 1650 -1.64 -1.68 900 0.887 1.317 14_84.1 14_87 34 1650 -1.640 -1.680 850 0.762 0.634   0.584 0.665       -0.763 1.317
  150.27 36 1650 -1.68 -1.72 899 0.902 1.317 14_87.1 14_90 34 1650 -1.680 -1.720 850 0.762 0.645   0.593 0.665       -0.748 1.317
  150.28 34 1650 -1.72 -1.76 850 0.918 1.317 14_90.1 14_93 29 1650 -1.720 -1.760 725 0.762 0.657   0.603 0.665       -0.732 1.317
  150.29 18 1650 -1.76 -1.79 600 0.937 1.317 14_93.1 14_96 38 900 -1.760 -1.800 950 0.254 0.676   0.622 0.222     modeled as multi-pipe in our model in accordance with Drainage Record Plan(3*900) -0.713 1.317
  14_93.2 14_96 38 900 -1.760 -1.800 950 0.254 0.676   0.622 0.222    
  14_93.3 14_96 38 900 -1.760 -1.800 950 0.254 0.676   0.622 0.222    
  150.30 56 1650 -1.79 -1.85 933 0.956 1.317 14_96.1 14_99 53 1650 -1.800 -1.850 1060 0.762 0.706   0.652 0.665       -0.694 1.317
  150.31 50 1650 -1.85 -1.90 1000 0.986 1.910 14_99.1 14_102 54 1650 -1.850 -1.900 1080 0.762 0.725   0.672 0.665       -0.664 1.910
  150.18 46 1650 -1.34 -1.38 1022 0.958 1.317 16_63.1 16_66 45 1650 -1.340 -1.380 1125 0.556 0.553   0.511 0.484       -0.692 1.317
  150.19 34 1650 -1.38 -1.42 971 0.950 1.317 16_66.1 16_69 35 1650 -1.380 -1.420 875 0.556 0.556   0.513 0.484       -0.700 1.317
  150.20 36 1650 -1.42 -1.45 1199 0.946 1.317 16_69.1 16_72 35 1650 -1.420 -1.450 1167 0.556 0.570   0.526 0.484       -0.704 1.317
  150.21 36 1650 -1.45 -1.48 1028 0.932 1.317 16_72.1 16_75 35 1650 -1.450 -1.480 1167 0.556 0.575   0.530 0.484       -0.718 1.317
  150.22 36 1650 -1.48 -1.52 1028 0.921 1.317 16_75.1 16_78 34 1650 -1.480 -1.520 850 0.556 0.581   0.535 0.484       -0.729 1.317
  150.23 38 1650 -1.52 -1.55 1085 1.044 1.317 16_78.1 16_81 36 1650 -1.520 -1.550 1200 0.556 0.601   0.554 0.484       -0.606 1.317
  150.24 38 1650 -1.55 -1.59 1085 0.890 1.317 16_81.1 14_81 39 1650 -1.550 -1.590 975 0.556 0.610   0.562 0.484       -0.760 1.317
Po Lam Road North to TKOPTW 1.04 69 750 6.60 6.27 209 0.324 0.296 2_33.1 2_36 71 750 6.600 6.270 215 0.433 0.438 568.245 0.401 0.376       -0.426 0.296
1.05 66 750 6.27 6.03 275 0.350 0.296 2_36.1 2_39 65 750 6.270 6.030 271 0.433 0.457 0.000 0.420 0.376       -0.400 0.296
1.06 72 750 5.82 5.38 163 0.302 0.296 2_39.1 2_42 71 750 5.820 5.380 161 0.433 0.400 0.000 0.368 0.376       -0.448 0.296
1.07 55 900 5.23 5.10 423 0.363 0.296 2_42.1 2_45 37 900 5.230 5.140 411 0.518 0.528 ######## 0.486 0.451     2_42.1 and 2_45.1 combined as 1.48 -0.537 0.296
2_45.1 2_48 17 900 5.140 5.100 425 0.538 0.525 381.500 0.486 0.468    
1.08 52 900 5.10 4.99 472 0.366 0.298 2_48.1 2_51 52 900 5.100 4.990 473 0.538 0.511 0.000 0.474 0.468       -0.534 0.298
1.09 50 900 4.99 3.38 31 0.209 0.298 2_51.1 2_54 49 900 4.990 3.380 30 0.538 0.276 0.000 0.259 0.468       -0.691 0.298
1.10 55 900 3.38 3.16 249 0.314 0.298 2_54.1 2_57 54 900 3.380 3.160 245 0.538 0.474 0.000 0.435 0.468       -0.586 0.298
1.11 50 900 3.16 2.96 250 0.314 0.298 2_57.1 2_60 50 900 3.160 2.960 250 0.626 0.511 ######## 0.469 0.544       -0.586 0.298
10.15 52 600 44.00 42.00 25 0.195 0.277 2_6.1 2_9 51 600 44.920 43.270 31 0.392 0.268   0.249 0.340       -0.405 0.277
1.12 53 900 2.96 2.75 252 0.315 0.298 2_60.1 2_63 53 900 2.960 2.750 252 0.626 0.512 0.000 0.469 0.544       -0.585 0.298
1.13 54 900 2.75 2.54 257 0.317 0.298 2_63.1 2_66 54 900 2.750 2.540 257 0.626 0.510 0.000 0.469 0.544       -0.583 0.298
1.14 31 900 2.54 2.41 238 0.310 0.298 2_66.1 2_69 30 900 2.540 2.410 231 0.626 0.488 0.000 0.448 0.544       -0.590 0.298
1.15 61 1050 2.41 2.12 210 0.284 0.298 2_69.1 2_72 60 1050 2.260 2.120 429 0.667 0.624 ######## 0.568 0.580       -0.766 0.298
1.16 50 1050 2.12 2.01 454 0.341 0.298 2_72.1 2_75 50 1050 2.120 2.010 455 0.924 0.675 0.000 0.613 0.803     An average flow of 6355 m3/d from Port Shelter is added to MCAL's model. -0.709 0.298
1.17 55 1050 2.01 1.80 261 0.308 0.298 2_75.1 2_78 54 1050 2.010 1.800 257 0.924 0.635 0.000 0.571 0.803       -0.742 0.298
1.18 56 1050 1.80 1.69 509 0.375 0.298 2_78.1 2_81 56 1050 1.800 1.690 509 0.924 0.702 0.000 0.628 0.803       -0.675 0.298
1.19 36 1350 1.50 1.34 225 0.593 1.048 2_81.1 2_84 36 1350 1.500 1.440 600 1.467 0.852 ######## 0.761 1.277       -0.757 1.048
1.20 35 1500 1.25 1.22 1166 0.769 1.048 2_84.1 2_87 35 1500 1.290 1.220 500 1.474 0.985 204.050 0.888 1.284       -0.731 1.048
1.21 50 1500 1.22 1.18 1249 0.768 1.048 2_87.1 2_90 50 1500 1.220 1.180 1250 1.474 1.027 0.000 0.930 1.284       -0.732 1.048
10.16 51 600 42.00 37.00 10 0.171 0.277 2_9.1 2_12 51 600 43.180 38.290 10 0.392 0.204 0.000 0.191 0.340       -0.429 0.277
1.22 10 1500 1.18 1.17 1000 0.764 1.048 2_90.1 2_93 9 1200 1.180 1.170 900 0.868 1.021 0.000 0.925 0.755     Modeled as double-pipe in our model in accordance with Drainage Record Plan(1050+1200) -0.736 1.048
2_90.2 2_93 9 1050 1.180 1.170 900 0.606 1.020 0.000 0.925 0.529    
1.23 102 1500 1.17 1.09 1275 0.765 1.048 2_93.1 2_96 102 1500 1.170 1.090 1275 1.474 1.023 0.000 0.930 1.284       -0.735 1.048
1.24 56 1500 1.09 1.04 1119 0.752 1.048 2_96.1 2_99 56 1500 1.090 1.040 1120 1.474 1.010 0.000 0.917 1.284       -0.748 1.048
1.25 86 1500 1.04 0.97 1228 0.749 1.048 2_99.1 2_102 86 1500 1.040 0.970 1229 1.474 1.006 0.000 0.915 1.284       -0.751 1.048
1.26 102 1500 0.97 0.87 1019 0.736 1.048 2_102.1 2_105 101 1500 0.970 0.870 1010 1.474 0.993 0.000 0.903 1.284       -0.764 1.048
1.27 107 1500 0.87 0.77 1069 0.733 1.048 2_105.1 2_108 106 1500 0.870 0.770 1060 1.474 0.996 0.000 0.907 1.284       -0.767 1.048
1.28 62 1500 0.77 0.70 885 0.721 1.048 2_108.1 2_111 62 1500 0.770 0.700 886 1.544 0.993 ######## 0.905 1.343       -0.779 1.048
1.29 72 1500 0.70 0.63 1028 0.726 1.048 2_111.1 2_114 72 1500 0.700 0.630 1029 1.544 0.998 0.000 0.911 1.343       -0.774 1.048
1.30 61 1500 0.63 0.57 1016 0.719 1.048 2_114.1 2_117 61 1500 0.630 0.570 1017 1.544 0.990 0.000 0.906 1.343       -0.781 1.048
1.31 65 1500 0.57 0.50 928 0.712 1.048 2_117.1 2_120 65 1500 0.570 0.500 929 1.612 0.982 ######## 0.901 1.403       -0.788 1.048
10.17 66 600 37.00 30.00 9 0.175 0.277 2_12.1 2_15 64 600 38.200 31.860 10 0.392 0.202   0.189 0.340       -0.425 0.277
1.32 90 1650 0.50 0.41 1000 0.709 1.048 2_120.1 2_123 90 1650 0.500 0.410 1000 1.677 0.971 ######## 0.894 1.461       -0.941 1.048
1.33 81 1650 0.41 0.33 1012 0.714 1.048 2_123.1 2_126 81 1650 0.410 0.330 1013 1.677 0.965 0.000 0.890 1.461       -0.936 1.048
1.34 79 1650 0.33 0.24 877 0.719 1.048 2_126.1 2_129 78 1650 0.330 0.240 867 1.677 0.954 0.000 0.881 1.461       -0.931 1.048
1.35 93 1650 0.24 0.15 1033 0.740 1.048 2_129.1 2_132 92 1650 0.240 0.140 920 1.677 0.957 0.000 0.887 1.461       -0.910 1.048
1.36 43 1650 0.15 0.09 716 0.756 1.295 2_132.1 2_135 44 1650 0.140 0.090 880 2.106 0.955 ######## 0.887 1.834       -0.894 1.295
1.37 73 1650 0.09 0.04 1459 0.766 1.295 2_135.1 2_138 73 1650 0.090 0.040 1460 2.106 0.915 0.000 0.852 1.834       -0.884 1.295
1.38 86 1800 0.04 -0.21 344 0.565 1.295 2_138.1 2_141 85 1800 0.040 -0.240 304 2.106 0.758 0.000 0.703 1.834       -1.235 1.295
1.39 52 1800 -0.24 -0.43 273 0.581 1.525 2_141.1 2_144 52 1800 -0.240 -0.430 274 2.321 0.762 ######## 0.709 2.022       -1.219 1.525
1.40 48 1800 -0.43 -0.76 145 0.493 1.525 2_144.1 2_147 46 1800 -0.430 -0.760 139 2.321 0.653 0.000 0.606 2.022       -1.307 1.525
1.41 83 1800 -0.76 -1.28 159 0.505 1.525 2_147.1 2_150 84 1800 -0.760 -1.280 162 2.321 0.674 0.000 0.622 2.022       -1.295 1.525
10.18 43 600 30.00 27.44 16 0.179 0.277 2_15.1 2_18 43 600 31.750 27.460 10 0.392 0.202 0.000 0.189 2.022       -0.421 0.277
1.42 62 1800 -1.28 -2.21 66 0.584 1.525 2_150.1 2_153 61 1800 -1.280 -2.210 66 2.321 0.702 0.000 0.611 2.022       -1.216 1.525
1.43 4 1800 -2.21 -2.22 400 1.438 1.547 2_153.1 2_156 6 1800 -2.210 -2.220 600 2.470 1.423 353.630 1.283 2.151     An average flow of 4230 m3/d from Port Shelter is added to MCAL's model. -0.362 1.547
1.44 50 2250 -2.51 -2.56 1000 1.738 1.547 2_156.1 2_159 49 2250 -2.510 -2.560 980 2.470 1.715 0.000 1.578 2.151       -0.512 1.547
1.45 58 2250 -2.56 -2.61 1160 2.250 3.886 2_159.2 2_162 73 2250 -2.560 -2.640 912 4.319 1.729 0.000 1.602 3.893     Joined with Trunk Sewer from Town Center 0.000 3.886
1.46 18 2400 -2.64 -2.65 1800 1.593 3.886 2_162.1 2_165 29 2250 -2.640 -2.650 2900 4.319 1.752 0.000 1.631 3.893       -0.807 3.886
1.47 731 2400 -2.65 -3.00 2059 1.594 3.886 2_165.1 2_168 722 2400 -2.650 -3.000 2063 4.319 1.734 0.000 1.617 3.893       -0.806 3.886
1.48 1035 2400 -3.00 -3.50 2070 1.620 3.892 2_168.1 2_171 780 2400 -3.000 -3.400 1950 4.319 1.666 0.000 1.561 3.893     2_168.1,2_171.1 and 2_174.1 combined as 1.48 -0.780 3.892
2_171.1 2_174 129 2400 -3.400 -3.460 2150 4.319 1.538 0.000 1.451 3.893    
2_174.1 2_1 187 2400 -3.460 -3.500 4675 4.319 1.489 0.000 1.407 3.893    
1.54 220 2500 -3.50 -3.66 1374 1.682 3.937 2_1.1 2_177 205 2500 -3.560 -3.660 2050 4.319 1.388 0.000 1.312 3.893       -0.818 3.937
South System 150.18 46 1650 -1.335 -1.380 1022 0.958 1.317 16_63.1 16_66 45 1650 -1.340 -1.380 1125     0.511 0.511 0.483      
150.19 34 1650 -1.380 -1.415 971 0.950 1.317 16_66.1 16_69 35 1650 -1.380 -1.420 875     0.512 0.512 0.483      
150.20 36 1650 -1.415 -1.445 1200 0.946 1.317 16_69.1 16_72 35 1650 -1.420 -1.450 1167     0.525 0.525 0.483      
150.21 36 1650 -1.445 -1.480 1029 0.932 1.317 16_72.1 16_75 35 1650 -1.450 -1.480 1167     0.529 0.529 0.483      
150.22 36 1650 -1.480 -1.515 1029 0.921 1.317 16_75.1 16_78 34 1650 -1.480 -1.520 850     0.534 0.534 0.483      
150.23 38 1650 -1.515 -1.550 1086 0.909 1.317 16_78.1 16_81 37 1650 -1.520 -1.550 1233     0.553 0.553 0.483      
150.24 38 1650 -1.550 -1.585 1086 0.890 1.317 16_81.1 14_81 39 1650 -1.550 -1.590 975     0.561 0.561 0.483      
150.25 48 1650 -1.585 -1.640 873 0.867 1.317 14_81.1 14_84 49 1650 -1.590 -1.640 980     0.581 0.581 0.663      
150.26 36 1650 -1.640 -1.680 900 0.887 1.317 14_84.1 14_87 34 1650 -1.640 -1.680 850     0.583 0.583 0.663      
150.27 36 1650 -1.680 -1.720 900 0.902 1.317 14_87.1 14_90 35 1650 -1.680 -1.720 875     0.592 0.592 0.663      
150.28 34 1650 -1.720 -1.760 850 0.918 1.317 14_90.1 14_93 29 1650 -1.720 -1.760 725     0.602 0.602 0.663      
150.29 18 1650 -1.760 -1.790 600 0.937 1.317 14_93.1 14_96 38 900x3 -1.760 -1.800 950     0.621 0.621 0.663      
150.30 56 1650 -1.790 -1.850 933 0.956 1.317 14_96.1 14_99 53 1650 -1.800 -1.850 1060     0.652 0.652 0.663      
150.31 50 1650 -1.850 -1.900 1000 0.986 1.913 14_99.1 14_102 55 1650 -1.850 -1.900 1100     0.671 0.671 0.663      
150.32 56 1650 -1.900 -1.950 1120 0.982 1.913 14_102.1 14_105 56 1650 -1.900 -1.950 1120     0.693 0.693 0.931      
150.33 68 1650 -1.950 -2.015 1046 0.969 1.913 14_105.1 14_108 68 1650 -1.950 -2.020 971     0.684 0.684 0.931      
150.34 68 1650 -2.015 -2.080 1046 0.955 1.913 14_108.1 14_111 67 1650 -2.020 -2.080 1117     0.681 0.681 0.931      
150.35 54 1650 -2.080 -2.130 1080 0.937 1.913 14_111.1 14_114 52 1650 -2.080 -2.130 1040     0.663 0.663 0.931      
150.36 50 1650 -2.130 -2.175 1111 0.917 1.913 14_114.1 14_117 50 1650 -2.130 -2.180 1000     0.646 0.646 0.931      
150.37 57 1650 -2.175 -2.230 1036 0.892 1.913 14_117.1 14_120 56 1650 -2.180 -2.230 1120     0.623 0.623 0.931          
   
10.19 47 600 27.44 22.10 8 0.181 0.277 2_18.1 2_21 47 600 27.300 22.080 9 0.392 0.196   0.184 0.340       -0.419 0.277
10.20 49 600 22.10 16.70 9 0.190 0.277 2_21.1 2_24 48 600 21.960 16.700 9 0.392 0.198   0.185 0.340       -0.410 0.277
10.21 74 600 16.70 11.34 13 0.206 0.277 2_24.1 2_27 73 600 16.700 11.340 14 0.392 0.218   0.203 0.340       -0.394 0.277
10.22 79 600 11.34 7.34 19 0.221 0.277 2_27.1 2_30 79 600 11.340 7.340 20 0.392 0.238   0.222 0.340       -0.379 0.277
10.14 67 600 45.40 44.00 47 0.230 0.277 2_3.1 2_6 67 600 45.330 45.040 231 0.392 0.521   0.451 0.340       -0.370 0.277
10.23 35 600 7.34 6.75 59 0.244 0.277 2_30.1 2_33 35 600 7.340 6.750 59 0.402 0.330   0.304 0.350       -0.356 0.277
145.04 49 450 3.71 -2.78 7 0.076 0.018 V50_20.1 V50_30 33 450 3.710 3.320 85 0.041 0.125   0.117 0.036     V50_20.1 and V50_30.1 combined as 145.04 -0.374 0.018
V50_30.1 14_124 15 450 3.320 3.120 75 0.041 0.121   0.113 0.036    
* Hydraulic modeling results for peak flow condition for predicted situation in Year 2011 without Planning Areas 78 and 138 (Case 2 scenario as mentioned in Para. 3.3 of the Technical Note) under Feasibility Study for Intensification and Extension of TKO New Town.
** Hydraulic modelling results for baseline peak flow condition for predicted situation in Year 2016 (2001-based TPEDM Scenario II data) with flows from Port Shelter under Tseung Kwan O Sewerage Impact Assessment in Further Development of Tseung Kwan O - Feasibility Study.
[1]
Eva:
Please refer to as_build drawing,the pipe size is 1650.
Regards.
Wang Xi Dong