管道高程表

1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.900 2563.07 2563.07 2563.07 2563.07 2563.07
800 800
800 800 800 800 900
0.028 0.028
0.0040 0.0040 0.0050 0.0050 0.0050
1.0024 0.84
0.160 0.160 0.200 0.184 0.113
547.640 546.620
545.800 545.620 545.440 545.260 545.060
544.188 544.028 543.868 543.668 543.384
545.028 544.188
544.028 543.868 543.668 543.484 543.271
1.609 1.592
1.612 1.592 1.572 1.592 1.676
1.592 1.612
1.592 1.572 1.592 1.576 1.849
设计流 量l/s 11
管经D （mm） 12
坡度 I 13
流速 m/s 14
管道输水能 力 l/s 15
坡降 m 16
设计地面标高 起点 17
146.533 141.368 140.203 135.563 131.295 127.814 126.386 124.311 122.313 120.543 123.404 119.545 120.580 116.916 117.899 114.417 148.382 145.653 146.316 144.003 145.075 146.079 143.464 142.048 144.357
-0.390 -0.390 -0.090 -0.350 -0.440 0.120 0.030 0.050 0.090 0.090 0.282 0.282 0.282 0.282 0.282 0.282 0.378 0.370
-0.012 -0.010 -0.010 -0.009 -0.012 0.004 0.002 0.002 0.004 0.005 0.009 0.009 0.009 0.009 0.009 0.009 0.016 0.013
547.600 547.480 547.368 547.341 547.129 546.919 546.870 546.850 546.829 546.808 546.589 546.559 546.529 546.499 546.469 546.439 546.409 546.386
547.480 547.368 547.341 547.229 547.019 546.870 546.850 546.829 546.808 546.789 546.559 546.529 546.499 546.469 546.439 546.409 546.386 546.031
雨水管道水力计算表 编号 序号 （m） 1 2 3 积(ha) 4
测量 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 YAA-YAA1 YAA1-YAA2 YAA2-YAB YAB-YAB1 YAB1-YAC YAC-YAC1 YAC1-YAC12 YAC12-YAC2 YAC2-YA2D YA2D-YAD YAD-YAE YAE-YAF YAF-YAG YAG-YAH YAH-YAJ YAJ-YAK YAK-YAL YAL-Y11-2 33.8 37.5 8.9 37.2 36.9 32.2 13.8 20.7 20.7 19 30 30 30 30 30 30 23.4 29.6 3.050 3.050 3.050 4.200 4.600 4.600 4.600 4.600 4.600 4.600 6.200 6.400 6.800 7.100 7.350 7.400 7.400 7.400 0.000 0.512 1.080 1.215 1.779 2.338 2.826 3.035 3.348 3.662 3.035 3.662 3.489 4.117 3.944 4.571 4.398 5.026 4.753 5.474 5.026 4.753 5.474 5.929 5.632 0.512 0.568 0.135 0.564 0.559 0.488 0.209 0.314 0.314 0.288 0.455 0.455 0.455 0.455 0.455 0.455 0.355 0.448 0.542 0.455 0.606 0.606 0.606 0.558 0.198 11.024 12.161 12.430 13.558 14.676 15.652 16.070 16.697 17.324 17.900 16.979 18.233 17.888 19.142 18.797 20.052 14.753 15.474 15.295 15.929 15.632 15.359 16.080 16.486 15.830
1.200 1.710 2.212 2.329 2.891 3.541 3.470 3.460 3.431 3.362 3.491 3.239 2.987 2.735 2.483 2.231 1.979 1.624
1.710 2.212 2.329 2.791 3.441 3.470 3.460 3.431 3.362 3.291 3.239 2.987 2.735 2.483 2.231 1.979 1.624 1.609
管长
汇水面
管内流行时间（min) t2=∑l/v 5 l/v 6ቤተ መጻሕፍቲ ባይዱ
集水时间 t 7
暴雨强度 q 8
P=1 244.221 235.614 233.672 225.939 218.825 213.023 210.643 207.185 203.855 200.905 205.674 199.241 200.966 194.861 196.499 190.695 228.985 224.773 225.797 222.226 223.881 225.431 221.395 219.210 222.773
400 400 400 400 500 600 600 600 600 600 800 800 800 800 800 800 800 800
0.0036 0.0030 0.0030 0.0030 0.0030 0.0015 0.0015 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010 0.0120
设计地面标高（m） 终点 18 地面高差 19 地面坡度 20
设计管内底标高（m） 起点 21 终点 22
埋深（m） 起点 23 终点 24
备注 管底跌水 25
549.190 549.580 549.670 550.020 550.460 550.340 550.310 550.260 550.170 550.080 549.798 549.516 549.234 548.952 548.670 548.388 548.010 547.640
Y11-2-Y11-1 Y11-1-Y11
Y11-Y12 Y12-Y113 Y13-Y14 Y14-YB15 YB15-YD1
35.8 30.0
40 40 40 36.8 22.6
8.400 8.600
13.040 13.240 13.600 14.000 17.600
单位面积径 流量l/s·ha 10
446.924 431.174 427.620 569.365 603.956 587.943 581.375 571.832 562.641 554.498 765.107 765.087 819.942 830.107 866.561 846.687 1098.030 1077.831 1229.058 1238.423 1891.775 1934.089 1951.112 1988.672 2540.677
地面径流系 数 φ 9
绵阳0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.648 0.648 0.648 0.648 0.648 0.648 0.648 0.648 0.648
19 20
21 22 23 24 25
0.120 0.113 0.027 0.112 0.111 0.048 0.021 0.021 0.021 0.019 0.030 0.030 0.030 0.030 0.030 0.030 0.023 0.355
548.800 549.190 549.580 549.670 550.020 550.460 550.340 550.310 550.260 550.170 550.080 549.798 549.516 549.234 548.952 548.670 548.388 548.010
546.620 545.800
545.620 545.440 545.260 545.060 545.120
1.020 0.820
0.180 0.180 0.180 0.200 -0.060
0.028 0.027
0.004 0.004 0.005 0.005 -0.003
546.031 545.028