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 |
|
|
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|
* 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. |
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** 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. |
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