Original source · versioned page text
e50y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:27.
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 52.8129 0.0388
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 5253/ 89.53/ 89.53
5354/ 89.18/ 89.18 5462/ 88.92/ 88.92 5657/ 99.23/ 99.23
5758/ 92.44/ 92.44 5859/ 91.60/ 91.60 5960/ 91.16/ 91.16
6061/ 90.50/ 90.50 6162/ 88.92/ 88.92 6465/ 88.08/ 88.08
6566/ 87.78/ 87.78 6667/ 87.61/ 87.61 L595/ 88.75/ 88.75
5556ova/ 98.40/ 98.40 5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75
5663und/ 95.75/ 95.75 6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63
6264ova/ 88.63/ 88.63 6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84
6768und/ 87.84/ 87.84
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 12.5122 31.2805 705.0000
N2 9.8424 24.6060 0.0000
N3 43.2627 50.0000 0.0000
N4 28.2264 50.0000 0.0000
N5 35.7457 50.0000 0.0000
N6 29.8638 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 44.8396 50.0000 0.0000
N12 39.1020 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 32.7856 50.0000 0.0000
N15 6.7976 16.9941 0.0000
N24 16.2849 40.7123 0.0000
N25 28.8514 50.0000 0.0000
N26 21.3824 50.0000 0.0000
N27 13.4081 33.5203 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 31.9502 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 24.1377 50.0000 0.0000
N35 22.2121 50.0000 0.0000
N36 42.8314 50.0000 0.0000
N37 28.0506 50.0000 0.0000
N38 19.6057 49.0142 0.0000
N39 39.1094 50.0000 0.0000
N41 19.6152 49.0380 0.0000
N42 20.5098 50.0000 0.0000
N43 33.0907 50.0000 0.0000
N44 38.1485 50.0000 0.0000
N45 32.1422 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 21.4847 50.0000 0.0000
N47 17.6449 44.1122 0.0000
N48 29.1045 50.0000 0.0000
N49 37.7493 50.0000 0.0000
N50 31.6514 50.0000 0.0000
N51 23.5581 50.0000 0.0000
N52 25.2579 50.0000 0.0000
N53 17.5515 43.8786 0.0000
N54 26.7257 50.0000 0.0000
N55 0.6191 1.5477 18520.0000
N56 1.2993 3.2483 5.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 30.2272 50.0000 0.0000
N62 29.6228 50.0000 0.0000
N63 0.5438 1.3595 2370.0000
N64 25.0116 50.0000 0.0000
N65 28.0173 50.0000 0.0000
N66 25.5937 50.0000 0.0000
N67 13.2052 33.0129 0.0000
N68 10.1598 25.3996 0.0000
D1 9.7987 24.4968 0.0000
The junction requiring the smallest time step was...N55
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 3.6778 3.6778 10.1211 0.0833 0.0110 0.1169 Normal Soln
L2 3.9805 3.9805 11.8400 0.0000 0.0092 0.0854 Normal Soln
L3 6.0177 6.0177 26.8688 0.0000 0.0115 0.1252 Normal Soln
L4 5.4331 5.4331 22.8328 0.0000 0.0155 0.3435 Normal Soln
L5 3.3860 3.3860 12.8824 0.0000 0.0138 0.3995 Normal Soln
L6 3.5858 3.5858 16.3730 0.0000 -0.0215 0.1501 Normal Soln
L7 3.4789 3.4789 44.3769 4.8333 -0.0278 0.1000 Normal Soln
L8 2.9866 2.9866 50.0000 210.9167 -0.0374 0.1301 Normal Soln
L9 5.1936 5.1936 19.1622 0.0000 0.0200 1.2118 Normal Soln
L10 3.7906 3.7906 20.6812 3.2500 0.0185 0.0279 Normal Soln
L11 5.8516 5.8516 50.0000 0.0000 0.1030 0.0759 Normal Soln
L12 5.0967 5.0967 50.0000 0.0000 0.1572 0.0948 Normal Soln
L13 5.6968 5.6968 50.0000 0.0000 0.1631 0.1690 Normal Soln
L14 4.0459 4.0459 12.3028 0.0000 0.0982 2.1856 Normal Soln
L15 4.8309 4.8309 20.3673 0.0000 0.1236 0.1889 Normal Soln
L24 7.2242 7.2242 24.8397 0.0000 0.0655 0.1653 Normal Soln
L25 5.1640 5.1640 21.3004 0.0000 0.0814 0.1024 Normal Soln
L26 4.3319 4.3319 13.2533 0.0000 0.0455 0.2461 Normal Soln
L27 4.4807 4.4807 15.6160 0.0000 0.0601 0.0261 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0074 0.0173 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0130 0.0423 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0116 0.0506 Normal Soln
L31 36.2066 36.2066 50.0000 0.0000 0.0261 0.1040 Normal Soln
L32 6.5886 6.5886 21.1940 0.0000 0.0230 0.8321 Normal Soln
L33 6.4489 6.4489 25.5157 0.0000 0.0078 0.0858 Normal Soln
L34 6.4108 6.4108 44.7589 0.0000 0.0295 0.3482 Normal Soln
L35 8.6425 8.6425 27.0337 0.0000 0.0314 0.0624 Normal Soln
L36 6.2434 6.2434 12.3477 0.0000 0.0349 0.0161 Normal Soln
W2637 8.4995 8.4995 39.4385 0.0000 0.0016 0.0061 Normal Soln
L37 7.7308 7.7308 37.6083 0.0000 0.0212 0.0375 Normal Soln
L38 4.0872 4.0872 15.3144 0.0000 0.0530 0.9339 Normal Soln
L39 2.8787 2.8787 11.6921 0.0000 -0.0503 0.0857 Normal Soln
L41 15.2502 15.2502 50.0000 0.0000 0.0458 0.7667 Normal Soln
4243 20.3230 20.3230 50.0000 0.0000 0.0387 0.3391 Normal Soln
4344 16.2829 16.2829 50.0000 0.0000 0.0357 0.3270 Normal Soln
6869 5.8029 5.8029 36.9627 0.0000 0.0347 0.5649 Normal Soln
4445 9.3890 9.3890 50.0000 0.0000 0.0396 0.2252 Normal Soln
4546 7.0163 7.0163 23.8597 0.0000 0.0449 0.1979 Normal Soln
4647 5.2010 5.2010 18.6719 0.0000 0.0453 0.9860 Normal Soln
4754 8.6984 8.6984 35.7626 0.0000 0.0456 0.2964 Normal Soln
4849 5.0314 5.0314 13.3186 0.0000 0.0081 0.0583 Normal Soln
4950 2.4344 2.4344 8.6350 0.0000 0.0080 0.0697 Normal Soln
5051 7.3366 7.3366 19.1394 0.0000 -0.0192 0.0945 Normal Soln
5152 2.1419 2.1419 6.5678 0.0000 -0.0150 0.1432 Normal Soln
5253 6.8594 6.8594 17.6478 0.0000 0.0149 0.1241 Normal Soln
5354 7.9062 7.9062 50.0000 0.0000 0.0217 0.0741 Normal Soln
5462 3.1413 3.1413 43.8339 0.0000 0.0600 0.2233 Normal Soln
5657 6.5690 6.5690 11.6812 0.0000 0.0021 0.0072 Normal Soln
5758 45.3295 45.3295 50.0000 0.0000 0.0029 0.0094 Normal Soln
5859 8.6338 8.6338 20.3934 0.0000 0.0046 0.0696 Normal Soln
5960 9.1431 9.1431 21.3788 0.0000 0.0050 0.0594 Normal Soln
6061 9.4377 9.4377 50.0000 0.0000 0.0053 0.0302 Normal Soln
6162 9.1375 9.1375 22.1713 0.0000 -0.0285 0.0745 Normal Soln
6465 8.7596 8.7596 33.6713 0.0000 0.0433 0.2634 Normal Soln
6566 9.2636 9.2636 46.7078 0.0000 0.0291 0.4143 Normal Soln
6667 14.0485 14.0485 50.0000 0.0000 0.0273 0.4882 Normal Soln
L595 1.5660 1.5660 38.2707 0.0000 0.0800 0.4368 Normal Soln
5556ova 6.6033 6.6033 10.4384 0.0000 0.0036 0.1019 Normal Soln
5556unda 3.0109 3.0109 7.9244 0.0000 -0.0076 2.0359 Normal Soln
5663ova 39.5924 39.5924 50.0000 0.0000 0.0033 0.1071 Normal Soln
5663und 15.0478 15.0478 38.4245 0.0000 0.0064 2.2888 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0030 0.0087 Normal Soln
6364und 14.7386 14.7386 28.0866 0.0000 -0.0789 3.4926 Normal Soln
6264ova 4.7646 4.7646 10.8347 0.0000 0.0193 0.1676 Normal Soln
6264und 1.0831 1.0831 2.5590 70.0000 0.0092 2.0937 Normal Soln
6768ova 3.5473 3.5473 7.7210 0.0000 0.0266 0.9506 Normal Soln
6768und 1.4905 1.4905 4.1781 70.9167 0.0060 2.0606 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.15 / 94.12/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.13 / 90.78/ N44/ 0.09 / 90.09/ N45/ 0.14 / 89.84/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.39 / 88.00/ N68/ 0.10 / 87.94/
D1/ 0.04 / 88.79/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.03*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.03 /
6566/ 0.03 / 6667/ 0.03 / L595/ 0.03*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.03 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.41 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.22 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.39 / 4647/ 0.12 /
4754/ 0.23 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.07 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.42 /
6566/ 0.23 / 6667/ 0.04 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.31 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.33 / 6768ova/ 0.00 /
6768und/ 0.54 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.04 /
L10/ 5.88 / L11/ 10.49 / L12/ 12.66 /
L13/ 13.27 / L14/ 0.49 / L15/ 4.28 /
L24/ 0.97 / L25/ 1.29 / L26/ 0.97 /
L27/ 1.44 / L28/ 0.21 / L29/ 0.50 /
L30/ 2.55 / L31/ 2.20 / L32/ 0.89 /
L33/ 0.07 / L34/ 4.51 / L35/ 0.76 /
L36/ 0.52 / W2637/ 0.01 / L37/ 1.75 /
L38/ 2.26 / L39/ 2.39 / L41/ 2.02 /
4243/ 1.52 / 4344/ 1.48 / 6869/ 2.68 /
4445/ 2.63 / 4546/ 0.76 / 4647/ 2.42 /
4754/ 1.50 / 4849/ 0.24 / 4950/ 0.54 /
5051/ 0.28 / 5152/ 0.55 / 5253/ 0.22 /
5354/ 1.44 / 5462/ 2.96 / 5657/ 0.16 /
5758/ 0.26 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.43 / 6162/ 0.04 / 6465/ 0.86 /
6566/ 1.22 / 6667/ 4.24 / L595/ 4.50 /
5556ova/ 0.01 / 5556unda/ 0.15 / 5663ova/ 0.04 /
5663und/ 0.15 / 6364ova/ 0.05 / 6364und/ 0.28 /
6264ova/ 0.01 / 6264und/ 0.56 / 6768ova/ 0.01 /
6768und/ 0.52 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.15 /
N36/ 0.07 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.23 / N67/ 0.39 / N68/ 0.12 /
D1/ 0.04 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.22 / N44/ 19.91 / N45/ 20.16 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.00 / N68/ 11.06 /
D1/ 21.21 /
Junction/ Max Volume
N1/ 0.83 / N2/ 0.65 / N3/ 0.75 /
N4/ 0.99 / N5/ 0.95 / N6/ 0.72 /
N7/ 1.27 / N8/ 1.80 / N9/ 2.23 /
N10/ 1.90 / N11/ 0.94 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.69 / N15/ 0.50 /
N24/ 0.70 / N25/ 0.65 / N26/ 1.05 /
N27/ 0.61 / N28/ 0.36 / N29/ 0.46 /
N30/ 0.47 / N31/ 0.81 / N32/ 1.15 /
N33/ 0.38 / N34/ 0.96 / N35/ 0.97 /
N36/ 0.72 / N37/ 1.03 / N38/ 1.33 /
N39/ 1.28 / N41/ 1.26 / N42/ 1.27 /
N43/ 1.15 / N44/ 1.22 / N45/ 1.48 /
N69/ 1.87 / N46/ 1.81 / N47/ 1.80 /
N48/ 0.54 / N49/ 0.71 / N50/ 0.79 /
N51/ 1.05 / N52/ 1.19 / N53/ 1.59 /
N54/ 1.94 / N55/ 1.11 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.18 / N59/ 0.21 /
N60/ 0.13 / N61/ 0.62 / N62/ 2.20 /
N63/ 1.32 / N64/ 1.24 / N65/ 1.74 /
N66/ 2.01 / N67/ 2.16 / N68/ 1.87 /
D1/ 2.37 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.05 / L12/ 9.65 /
L13/ 11.84 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.30 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.25 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.20 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.04 / 5253/ 0.01 /
5354/ 0.12 / 5462/ 0.22 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.12 / 6667/ 0.69 / L595/ 0.34 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.65 / L8/ 143.57 / L9/ 0.31 /
L10/ 26.23 / L11/ 83.28 / L12/ 159.18 /
L13/ 207.14 / L14/ 0.29 / L15/ 4.13 /
L24/ 0.79 / L25/ 1.03 / L26/ 0.87 /
L27/ 2.23 / L28/ 1.93 / L29/ 5.74 /
L30/ 28.81 / L31/ 12.18 / L32/ 1.24 /
L33/ 0.01 / L34/ 5.17 / L35/ 1.24 /
L36/ 0.63 / W2637/ 0.00 / L37/ 4.19 /
L38/ 3.41 / L39/ 3.71 / L41/ 7.89 /
4243/ 5.95 / 4344/ 4.59 / 6869/ 4.96 /
4445/ 6.07 / 4546/ 1.50 / 4647/ 4.05 /
4754/ 3.21 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.18 /
5354/ 3.50 / 5462/ 2.65 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 1.99 /
6566/ 4.05 / 6667/ 34.32 / L595/ 2.02 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.15 /
6264ova/ 0.00 / 6264und/ 0.68 / 6768ova/ 0.00 /
6768und/ 0.47 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.07 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.07 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.01 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.12 L35/ 94.12/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.78 4344/ 90.78/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.84 4546/ 89.84/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.51 6162/ 90.51/ 88.94 6465/ 88.77/ 88.19/
6566/ 88.19/ 88.00 6667/ 88.00/ 88.00 L595/ 88.94/ 88.79/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.79/ 88.77 6768ova/ 87.94/ 87.94/
6768und/ 88.00/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 19267
Total number of time steps during simulation.... 11341
Ratio of actual # of time steps / NTCYC......... 2.625
Average number of iterations per time step...... 1.699
Average time step size(seconds)................ 1.905
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.866
Average minimum implicit time step (sec)........ 2.497
Average minimum junction time step (sec)........ 2.497
Average Courant Factor Tf....................... 2.497
Number of times omega reduced................... 248
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.10 12524 0 12 1 0 0
N2 0 1.12 12722 5 8 0 0 0
N3 0 1.11 12598 0 8 0 0 0
N4 0 1.13 12771 0 6 0 0 0
N5 0 1.23 13931 0 12 1 0 0
N6 0 1.55 17559 0 11 1 0 0
N7 0 2.27 25692 0 14 9 0 0
N8 0 2.99 33897 119 15 59 0 0
N9 0 2.40 27178 28 14 22 0 0
N10 0 1.13 12767 1 8 0 0 0
N11 0 1.60 18128 0 31 1 1 0
N12 0 2.43 27541 0 13 1 0 0
N13 0 2.78 31566 0 8 0 0 0
N14 0 2.17 24563 6 10 1 0 0
N15 0 1.08 12243 0 7 0 0 0
N24 0 1.12 12688 0 14 1 0 0
N25 0 1.09 12413 0 6 0 0 0
N26 0 1.25 14157 1 10 1 0 0
N27 0 1.13 12847 0 7 0 0 0
N28 0 1.07 12139 0 5 0 0 0
N29 0 1.11 12569 1 13 1 0 0
N30 0 1.15 13058 0 14 1 0 0
N31 0 1.09 12351 0 15 2 0 0
N32 0 1.11 12585 0 7 0 0 0
N33 0 1.09 12418 0 7 0 0 0
N34 0 1.15 13075 0 7 0 0 0
N35 0 1.21 13733 0 6 0 0 0
N36 0 1.12 12697 1 7 0 0 0
N37 0 1.17 13255 0 10 1 0 0
N38 0 1.21 13765 0 19 1 0 0
N39 0 1.14 12927 0 9 0 0 0
N41 0 1.17 13247 1 9 0 0 0
N42 0 1.17 13286 2 18 1 0 0
N43 0 1.16 13170 0 7 0 0 0
N44 0 1.16 13171 0 7 0 0 0
N45 0 1.16 13138 0 6 0 0 0
N69 0 1.26 14265 1 8 0 0 0
N46 0 1.20 13559 0 7 0 0 0
N47 0 1.18 13397 0 6 0 0 0
N48 0 1.15 13023 0 5 0 0 0
N49 0 1.48 16745 0 7 0 0 0
N50 0 1.42 16062 0 6 0 0 0
N51 0 1.77 20053 0 7 0 0 0
N52 0 1.74 19782 0 6 0 0 0
N53 0 1.90 21544 1 7 0 0 0
N54 0 1.97 22366 1 9 0 0 0
N55 0 1.13 12793 1 8 0 0 0
N56 0 1.30 14773 2 11 1 0 0
N57 0 1.10 12483 0 6 0 0 0
N58 0 1.10 12427 0 29 1 1 0
N59 0 1.11 12549 1 7 0 0 0
N60 0 1.11 12590 0 7 0 0 0
N61 0 1.31 14834 0 6 0 0 0
N62 0 2.40 27229 0 7 0 0 0
N63 0 1.34 15207 8 28 51 2 0
N64 0 1.33 15121 2 24 40 0 0
N65 0 1.17 13243 0 6 0 0 0
N66 0 1.25 14210 0 6 0 0 0
N67 0 1.36 15451 0 9 0 0 0
N68 0 1.30 14730 0 7 0 0 0
D1 0 2.05 23265 66 9 0 0 0
Total number of iterations for all junctions.. 970070
Minimum number of possible iterations......... 691801
Efficiency of the simulation.................. 1.40
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.6561 0 25 0.0000 6.3439 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3641 0 25 0.0000 7.6359 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1282 0 25 0.0000 8.8718 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4546 0 25 0.0000 9.5454 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9910 0 25 0.0000 10.0090 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5847 0 25 0.0000 10.4153 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5978 0 25 0.0000 10.4022 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5996 0 25 0.0000 10.4004 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6008 0 25 0.0000 10.3992 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8983 0 25 0.0000 11.1017 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6379 0 25 0.0000 12.3621 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6405 0 25 0.0000 12.3595 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6415 0 25 0.0000 12.3585 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6426 0 25 0.0000 12.3574 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9612 0 25 0.0000 15.0388 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7272 0 26 0.0000 15.2728 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2434 0 25 0.0000 15.7566 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8988 0 26 0.0000 16.1012 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3500 0 26 0.0000 16.6500 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8623 0 26 0.0000 9.1377 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9556 0 26 0.0000 6.0444 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9717 0 29 0.0000 4.0283 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3134 0 31 0.0000 11.6866 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9466 0 34 0.0000 14.0534 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8924 0 25 0.0000 12.1076 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0297 0 34 0.0000 14.9703 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9379 0 35 0.0000 15.0621 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6986 0 35 0.0000 16.3014 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3425 0 28 0.0000 16.6575 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3261 0 28 0.0000 16.6739 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2639 0 28 0.0000 16.7361 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1434 0 28 0.0000 16.8566 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7516 0 29 0.0000 17.2484 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7985 0 29 0.0000 18.2015 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2188 0 36 0.0000 18.7812 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1829 0 37 0.0000 18.8171 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.5473 0 40 0.0000 20.4527 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1453 0 38 0.0000 18.8547 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1244 0 37 0.0000 8.8756 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1224 0 37 0.0000 7.8776 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.1186 0 38 0.0000 7.8814 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.1181 0 38 0.0000 7.8819 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1170 0 38 0.0000 7.8830 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1169 0 37 0.0000 7.8831 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1168 0 37 0.0000 7.8832 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1167 0 37 0.0000 7.8833 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0272 0 25 0.0000 9.9728 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5483 0 25 0.0000 10.4517 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2554 0 25 0.0000 10.7446 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6189 0 26 0.0000 6.3811 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8061 0 25 0.0000 7.1939 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2931 0 26 0.0000 7.7069 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1164 0 37 0.0000 7.8836 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1156 0 37 0.0000 7.8844 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0668 0 25 0.0000 1.9332 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.8719 0 39 0.0000 9.1281 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8202 0 39 0.0000 9.1798 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7890 0 39 0.0000 9.2110 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7661 0 39 0.0000 9.2339 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.7072 0 40 0.0000 9.2928 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1153 0 37 0.0000 18.8847 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.3405 0 25 1.0374 0 25 0.0563 103.6560 102.3641 .4130 .3271
L2 31.3792 2.1255 2000.000 1.3347 0 25 0.9293 0 25 0.0425 102.3641 101.1282 .3271 .3741
L3 21.1637 1.3610 2000.000 1.3247 0 25 0.5957 0 25 0.0626 101.1282 100.4546 .3741 .4973
L4 14.8201 1.0611 2000.000 2.5304 0 25 0.7007 0 25 0.1707 100.4546 99.9910 .4973 .4755
L5 14.1212 0.8828 2000.000 2.5187 0 25 0.7763 0 25 0.1784 99.9910 99.5847 .4755 .3624
L6 107.6004 6.2307 2000.000 2.5642 0 25 0.6235 0 25 0.0238 99.5847 99.5978 .3623 .6339
L7 212.9831 7.4760 2500.000 2.5849 0 25 0.2366 0 25 0.0121 99.5978 99.5996 .5071 .7198
L8 226.7844 7.2108 2500.000 2.9015 0 25 0.1396 0 25 0.0128 99.5996 99.6007 .7198 .8923
L9 5.4768 0.2939 750.0000 2.8348 0 25 0.5220 0 25 0.5176 99.6008 99.4105 .5077 .2673
L10 230.8083 6.4937 2000.000 2.8341 0 26 0.4836 0 26 0.0123 98.8982 97.6379 .0991 .4689
L11 134.5580 5.4449 2000.000 2.8457 0 26 0.2966 0 26 0.0211 97.6379 97.6405 .4689 .7703
L12 167.9513 6.1274 2500.000 2.8715 0 26 0.1946 0 26 0.0171 97.6405 97.6415 .6162 .8566
L13 106.1819 4.1030 2750.000 3.9317 0 25 0.2212 0 25 0.0370 97.6415 97.6426 .7787 .9791
L14 3.7006 0.2681 800.0000 3.9002 0 25 0.8128 0 25 1.0540 97.6426 97.5305 .6282 .5007
L15 41.4767 1.7783 1500.000 3.8940 0 26 0.6383 0 25 0.0939 94.9612 94.7272 .3341 .4648
L24 46.8109 1.7908 2000.000 3.8684 0 26 0.8056 0 26 0.0826 94.7272 94.2434 .3486 .3267
L25 97.5504 2.8628 2500.000 4.9969 0 25 0.7512 0 25 0.0512 94.2434 93.8988 .2614 .4195
L26 39.8090 1.2386 3000.000 4.8680 0 26 1.1328 0 26 0.1223 93.8988 93.3500 .3496 .2033
L27 416.5903 6.9969 3500.000 4.8614 0 26 0.9288 0 16 0.0117 93.3500 93.3261 .1743 .3789
L28 142.9406 2.4129 2000.000 1.2335 0 26 0.7306 0 25 0.0086 120.8623 113.9556 .1811 .2278
L29 111.2914 2.2238 2000.000 2.3466 0 26 1.0638 0 26 0.0211 113.9556 105.9717 .2278 .2359
L30 121.4510 2.4983 2000.000 3.0790 0 29 0.7034 0 24 0.0254 105.9717 98.3134 .2359 .4067
L31 81.3908 1.8198 2000.000 4.2397 0 31 0.5436 0 18 0.0521 98.3134 95.9466 .4067 .5733
L32 10.6189 1.0497 1500.000 4.4195 0 34 0.9908 0 34 0.4162 95.9466 95.0297 .7644 .6398
L33 13.2107 0.8025 900.0000 0.4927 0 25 0.3919 0 25 0.0373 97.8924 97.3345 .4249 .2384
L34 27.1462 0.7567 2000.000 4.6547 0 34 0.3910 0 34 0.1715 95.0297 94.9379 .4798 .4840
L35 151.1332 2.3985 2800.000 4.6532 0 35 0.7953 0 35 0.0308 94.9379 93.6986 .3457 .2566
L36 604.2278 7.2058 3400.000 4.8564 0 35 1.4626 0 15 0.0080 93.6986 93.3425 .2114 .3037
W2637 41.0450 1.2356 2000.000 0.1239 0 26 0.2543 0 26 0.0030 93.8988 93.7021 .0894 .0411
L37 268.7941 4.1638 3600.000 4.9142 0 34 0.6249 0 44 0.0183 93.3425 93.3261 .2868 .3684
L38 20.3679 0.8611 2000.000 9.3873 0 27 0.9143 0 25 0.4609 93.3261 93.2639 .6630 .6420
L39 220.6626 2.1612 4000.000 -9.3583 0 27 -0.8553 0 26 -0.0424 93.2639 93.1434 .2710 .2908
L41 24.3580 0.8853 2000.000 9.3027 0 28 0.7060 0 28 0.3819 93.1434 92.7516 .6317 .6358
4243 57.3946 1.4914 2000.000 9.7417 0 29 0.7402 0 35 0.1697 92.7516 91.7985 .6358 .5743
4344 63.4676 1.7564 2000.000 9.9487 0 31 0.8635 0 28 0.1568 91.7985 91.2188 .5743 .6094
6869 43.1813 0.6276 2800.000 12.1698 0 40 0.5413 0 40 0.2818 89.7072 89.5473 .6669 .6669
4445 86.8567 1.9041 2500.000 9.3541 0 31 0.6328 0 26 0.1077 91.2188 91.1829 .4875 .5931
4546 96.3889 3.0307 2500.000 9.2192 0 34 1.0498 0 16 0.0956 91.1829 91.1453 .5931 .7221
4647 19.5453 0.7456 2500.000 9.1279 0 35 1.0711 0 22 0.4670 91.1453 91.1244 .7221 .7218
4754 69.8137 1.6227 2500.000 9.2111 0 36 0.8670 0 21 0.1319 91.1244 91.1167 .7218 .7747
4849 68.7768 2.2981 2000.000 1.6746 0 25 0.9010 0 25 0.0243 91.1224 91.1186 .2712 .3543
4950 88.3261 2.2234 2360.000 1.6939 0 25 0.6955 0 25 0.0192 91.1186 91.1181 .3003 .3339
5051 69.6722 2.5632 2000.000 2.3975 0 25 0.9927 0 24 0.0344 91.1181 91.1170 .3940 .5235
5152 86.0599 3.2001 2000.000 2.2271 0 25 0.9136 0 24 0.0259 91.1170 91.1169 .5235 .5934
5253 70.2593 2.7867 2000.000 2.3737 0 24 1.1333 0 18 0.0338 91.1169 91.1168 .5934 .7934
5354 215.9379 3.0206 2500.000 1.4672 0 18 0.4493 0 14 0.0068 91.1168 91.1167 .6347 .7427
5462 217.9611 2.6925 2500.000 10.4066 0 38 0.2738 2 40 0.0477 91.1167 91.1156 .7427 .8782
5657 69.9273 5.9238 See the original
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