STRIP CAPACITY ANALYSIS
Assumed Head Loss at Each Manhole = 0.25 (ft)
Equivalent Pipe Diameter = 12.00 (in) Equivalent Pipe
Manning's 'n' = 0.013
Starting Water Depth = 1 (ft)
18 pipes analyzed with the Strip Capacity =
2.970 (cfs) = 1.919 (MGD)
Node numbers are listed upstream to downstream
DELTA Q (cfs) column
= Strip Capacity - PIPE Q FULL (cfs)
DRY WEATHER WET WEATHER
MH ID
RIM ENERGY ELEV BOLT
PIPE Q DELTA PIPE
PIPE PIPE PIPE Q PIPE PIPE Q
ELEV GRADIENT
DIFF MH FULL
Q DIAM MANN
SLOPE FULL SLOPE
FULL
(ft) (ft) (ft) (cfs) (cfs) (in) n
(%) (MGD) (%)
(MGD)
510
1131.570 1131.570 0.000
2.076 0.894 12.0
0.013 0.339 1.342
0.741 1.982
511
1127.860 1128.602 0.742 Bolt
1128.352 0.492 Bolt
1.552 1.418 12.0
0.013 0.190 1.003
0.723 1.958
528
1122.900 1126.105 3.205 Bolt
1125.855
2.955 Bolt
3.709 -0.740 12.0
0.013 1.084 2.397
0.656 1.866
512
1120.720 1125.667 4.947 Bolt
1125.417 4.697 Bolt
1.750 1.220
12.0 0.013 0.241
1.131 0.609 1.797
513
1122.380 1124.009 1.629 Bolt
1123.759 1.379 Bolt
2.236 0.733 12.0
0.013 0.394 1.445
0.694 1.919
514
1124.710 1122.186 -2.524
1121.936 -2.774
2.556 0.414 12.0
0.013 0.515 1.652
0.818 2.082
515
1130.260 1120.172 -10.088
1119.922 -10.338
2.192 0.778 12.0
0.013 0.378 1.417
1.076 2.389
516
1131.660 1118.606 -13.054
1118.356 -13.304
1.696 1.273 12.0
0.013 0.227 1.096
1.207 2.530
517
1132.380 1118.018 -14.362
1117.768 -14.612
2.262 0.708
12.0 0.013 0.403
1.462 1.269 2.594
518
1126.570 1115.610 -10.960
1115.360 -11.210
2.725 0.245 12.0
0.013 0.585 1.761
1.199 2.521
519
1117.760 1112.685 -5.075
1112.435 -5.325
2.046 0.923 12.0
0.013 0.330 1.323
0.995 2.297
520
1118.150 1111.091 -7.059
1110.841 -7.309
2.202 0.768 12.0
0.013 0.382 1.423
1.137 2.455
521
1114.580 1109.501 -5.079
1109.251 -5.329
2.653 0.316 12.0
0.013 0.555 1.715
1.065 2.376
522
1112.490 1108.112 -4.378
1107.862 -4.628
1.696 1.273
12.0 0.013 0.227
1.096 1.058 2.368
523
1112.480 1106.446 -6.034
1106.196 -6.284
1.808 1.162 12.0
0.013 0.257 1.168
1.366 2.691
524
1112.200 1103.484 -8.716
1103.234 -8.966
1.793 1.177 12.0
0.013 0.253 1.159
1.898 3.172
525
1109.890 1100.529 -9.361
1100.279 -9.611
2.312 0.658 12.0
0.013 0.421 1.494
2.811 3.861
526
1108.040 1097.890 -10.150
1097.890 -10.150
4.711 -1.742 12.0
0.013 1.749 3.045
6.530 5.884
242
1105.100 1093.700 -10.900
1093.700 -10.900
Start
Water
Elev.= 1093.700