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e2y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:09.
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 10.2718 25.6796 630.0000
N2 7.4851 18.7127 0.0000
N3 38.2648 50.0000 0.0000
N4 21.4975 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 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 50.0000 50.0000 0.0000
N12 22.0870 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 37.4490 50.0000 0.0000
N15 47.2316 50.0000 0.0000
N24 18.5087 46.2718 0.0000
N25 41.7490 50.0000 0.0000
N26 24.8654 50.0000 0.0000
N27 33.1695 50.0000 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 37.8901 50.0000 0.0000
N33 48.3359 50.0000 0.0000
N34 35.5105 50.0000 0.0000
N35 39.4672 50.0000 0.0000
N36 33.6272 50.0000 0.0000
N37 25.7140 50.0000 0.0000
N38 24.1456 50.0000 0.0000
N39 39.5644 50.0000 0.0000
N41 21.5988 50.0000 0.0000
N42 20.4104 50.0000 0.0000
N43 38.1927 50.0000 0.0000
N44 35.8211 50.0000 0.0000
N45 35.5213 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 36.4241 50.0000 0.0000
N47 42.8346 50.0000 0.0000
N48 43.8362 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N53 26.1592 50.0000 0.0000
N54 24.2556 50.0000 0.0000
N55 0.8263 2.0657 230.0000
N56 1.3522 3.3804 20115.0000
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 35.7710 50.0000 0.0000
N62 36.2933 50.0000 0.0000
N63 0.7339 1.8348 625.0000
N64 29.9733 50.0000 0.0000
N65 43.6679 50.0000 0.0000
N66 32.3550 50.0000 0.0000
N67 12.1473 30.3683 0.0000
N68 9.1543 22.8858 0.0000
D1 16.2321 40.5801 0.0000
The junction requiring the smallest time step was...N56
*==========================================================*
| 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 4.0898 4.0898 11.6059 0.0833 0.0069 0.0591 Normal Soln
L2 4.5643 4.5643 14.0087 0.0000 0.0058 0.0425 Normal Soln
L3 6.8996 6.8996 32.6505 0.0000 0.0075 0.0620 Normal Soln
L4 6.3454 6.3454 27.6236 0.0000 0.0101 0.1755 Normal Soln
L5 3.9303 3.9303 17.8388 0.0000 0.0071 0.2296 Normal Soln
L6 4.0590 4.0590 28.0862 0.0000 -0.0114 0.0368 Normal Soln
L7 3.7019 3.7019 50.0000 5.0833 0.0150 0.0283 Normal Soln
L8 3.1175 3.1175 50.0000 248.2500 0.0245 0.0396 Normal Soln
L9 6.3995 6.3995 26.4847 0.0000 0.0097 0.5184 Normal Soln
L10 4.2720 4.2720 36.2965 6.5833 0.0116 0.0124 Normal Soln
L11 6.2730 6.2730 50.0000 0.0000 0.0686 0.0369 Normal Soln
L12 5.3274 5.3274 50.0000 0.0000 0.1028 0.0298 Normal Soln
L13 5.7810 5.7810 50.0000 0.0000 0.1209 0.0802 Normal Soln
L14 4.7259 4.7259 17.7026 0.0000 0.0715 1.0737 Normal Soln
L15 5.6875 5.6875 26.4070 0.0000 0.0924 0.0957 Normal Soln
L24 8.7702 8.7702 30.9978 0.0000 0.0678 0.0843 Normal Soln
L25 6.1440 6.1440 27.2820 0.0000 0.0734 0.0529 Normal Soln
L26 5.0708 5.0708 16.6738 0.0000 0.0458 0.1293 Normal Soln
L27 5.1082 5.1082 16.7725 0.0000 0.0535 0.0123 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0055 0.0071 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0071 0.0191 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0094 0.0211 Normal Soln
L31 38.5273 38.5273 50.0000 0.0000 0.0202 0.0471 Normal Soln
L32 7.5097 7.5097 25.7243 0.0000 0.0133 0.3834 Normal Soln
L33 7.0599 7.0599 28.8735 0.0000 0.0035 0.0467 Normal Soln
L34 7.3996 7.3996 50.0000 0.0000 0.0256 0.1636 Normal Soln
L35 9.6171 9.6171 31.3488 0.0000 0.0301 0.0292 Normal Soln
L36 6.2500 6.2500 12.3633 0.0000 0.0272 0.0074 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.1561 9.1561 47.3022 0.0000 0.0183 0.0173 Normal Soln
L38 4.9162 4.9162 17.0073 0.0000 0.0436 0.4466 Normal Soln
L39 3.4070 3.4070 14.0390 0.0000 -0.0425 0.0412 Normal Soln
L41 18.8312 18.8312 50.0000 0.0000 0.0378 0.3693 Normal Soln
4243 22.4245 22.4245 50.0000 0.0000 -0.0550 0.1623 Normal Soln
4344 18.9655 18.9655 50.0000 0.0000 0.0276 0.1437 Normal Soln
6869 6.7158 6.7158 45.0258 0.0000 0.0113 0.1776 Normal Soln
4445 11.7236 11.7236 50.0000 0.0000 -0.0433 0.1059 Normal Soln
4546 8.7072 8.7072 23.8080 0.0000 0.0353 0.0970 Normal Soln
4647 6.0384 6.0384 20.0106 0.0000 0.0346 0.4732 Normal Soln
4754 10.8808 10.8808 33.8616 0.0000 0.0339 0.1324 Normal Soln
4849 5.9187 5.9187 16.0924 0.0000 0.0054 0.0233 Normal Soln
4950 3.0356 3.0356 12.4111 0.0000 0.0056 0.0182 Normal Soln
5051 9.1157 9.1157 24.9575 0.0000 0.0078 0.0333 Normal Soln
5152 2.7727 2.7727 10.2819 0.0000 0.0082 0.0269 Normal Soln
5253 8.0270 8.0270 18.6182 0.0000 -0.0152 0.0373 Normal Soln
5354 11.4471 11.4471 50.0000 0.0000 -0.0160 0.0244 Normal Soln
5462 3.8200 3.8200 44.1225 0.0000 0.0323 0.0708 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 11.2087 11.2087 30.1100 0.0000 0.0031 0.0283 Normal Soln
5960 11.4726 11.4726 28.3175 0.0000 0.0030 0.0263 Normal Soln
6061 11.4378 11.4378 50.0000 0.0000 0.0030 0.0132 Normal Soln
6162 11.4844 11.4844 22.8809 0.0000 0.0049 0.0111 Normal Soln
6465 11.3505 11.3505 34.9831 0.0000 0.0350 0.1122 Normal Soln
6566 12.0705 12.0705 48.5446 0.0000 0.0202 0.1578 Normal Soln
6667 16.1835 16.1835 50.0000 0.0000 0.0167 0.1699 Normal Soln
L595 1.7598 1.7598 42.9172 0.0000 0.0467 0.1609 Normal Soln
5556ova 8.7871 8.7871 14.6291 0.0000 0.0030 0.0264 Normal Soln
5556unda 3.1299 3.1299 8.3358 0.0000 0.0074 1.9652 Normal Soln
5663ova 49.1290 49.1290 50.0000 0.0000 0.0024 0.0499 Normal Soln
5663und 15.2489 15.2489 38.8013 0.0000 0.0035 2.2565 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 -0.0013 0.0005 Normal Soln
6364und 14.7993 14.7993 27.9230 0.0000 -0.1502 24.5313 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.4404 1.4404 3.5683 28.0000 0.0061 1.3875 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.5694 1.5694 4.4291 72.0000 0.0060 1.1839 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...................................6364und
*===============================================*
* 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/ 0.01 / 101.72/ 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/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ 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/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.06 / 97.56/ N32/ 0.13 / 94.93/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.11 / 90.76/ N44/ 0.07 / 90.07/ N45/ 0.12 / 89.82/
N69/ 0.06 / 87.74/ N46/ 0.13 / 89.47/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ 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/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.11 / 88.74/ N65/ 0.13 / 88.21/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/
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/ 0.01*/ 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/ 0.01 / L39/ -0.01 / L41/ 0.01 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
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/ 0.02*/ 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02*/
6566/ 0.02*/ 6667/ 0.02 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.07 / 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/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.22 /
L36/ 0.35 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.06 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.35 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.05 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.32 /
6566/ 0.16 / 6667/ 0.03 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.28 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.33 / 6768ova/ 0.00 /
6768und/ 0.49 /
Conduit/ Width
L1/ 0.08 / L2/ 0.09 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.91 /
L10/ 5.84 / L11/ 10.39 / L12/ 12.59 /
L13/ 13.18 / L14/ 0.45 / L15/ 4.16 /
L24/ 0.88 / L25/ 1.15 / L26/ 0.87 /
L27/ 1.37 / L28/ 0.18 / L29/ 0.40 /
L30/ 2.03 / L31/ 1.91 / L32/ 0.77 /
L33/ 0.06 / L34/ 3.80 / L35/ 0.66 /
L36/ 0.42 / W2637/ 0.00 / L37/ 1.61 /
L38/ 2.19 / L39/ 2.32 / L41/ 1.93 /
4243/ 1.39 / 4344/ 1.29 / 6869/ 2.07 /
4445/ 2.28 / 4546/ 0.68 / 4647/ 2.16 /
4754/ 1.34 / 4849/ 0.21 / 4950/ 0.46 /
5051/ 0.24 / 5152/ 0.47 / 5253/ 0.19 /
5354/ 1.17 / 5462/ 2.39 / 5657/ 0.00 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.82 /
6566/ 1.25 / 6667/ 4.07 / L595/ 2.80 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.06 /
5663und/ 0.15 / 6364ova/ 0.03 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.53 / 6768ova/ 0.00 /
6768und/ 0.50 /
Junction/ EGL
N1/ 0.02 / N2/ 0.01 / 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/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.06 / N32/ 0.13 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.05 / N37/ 0.05 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.06 / N46/ 0.13 / N47/ 0.12 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.01 / 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/ 0.00 / N62/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / 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/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.44 / N32/ 15.07 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.24 / N44/ 19.93 / N45/ 20.18 /
N69/ 22.26 / N46/ 20.53 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.26 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.64 / N2/ 0.50 / N3/ 0.57 /
N4/ 0.78 / N5/ 0.73 / N6/ 0.65 /
N7/ 1.19 / N8/ 1.72 / N9/ 2.15 /
N10/ 1.83 / N11/ 0.88 / N12/ 1.48 /
N13/ 2.08 / N14/ 2.63 / N15/ 0.35 /
N24/ 0.56 / N25/ 0.49 / N26/ 0.82 /
N27/ 0.46 / N28/ 0.23 / N29/ 0.31 /
N30/ 0.29 / N31/ 0.53 / N32/ 0.83 /
N33/ 0.33 / N34/ 0.76 / N35/ 0.81 /
N36/ 0.57 / N37/ 0.72 / N38/ 1.01 /
N39/ 0.96 / N41/ 0.93 / N42/ 0.95 /
N43/ 0.92 / N44/ 0.73 / N45/ 0.95 /
N69/ 1.15 / N46/ 0.97 / N47/ 0.90 /
N48/ 0.29 / N49/ 0.27 / N50/ 0.33 /
N51/ 0.30 / N52/ 0.43 / N53/ 0.64 /
N54/ 0.99 / N55/ 1.03 / N56/ 1.11 /
N57/ 0.00 / N58/ 0.11 / N59/ 0.15 /
N60/ 0.10 / N61/ 0.39 / N62/ 1.25 /
N63/ 1.27 / N64/ 0.89 / N65/ 1.30 /
N66/ 1.58 / N67/ 1.75 / N68/ 1.15 /
D1/ 1.42 /
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/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.32 / L9/ 0.03 /
L10/ 2.57 / L11/ 4.96 / L12/ 9.55 /
L13/ 11.73 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.15 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.24 / L35/ 0.04 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.35 / L41/ 0.12 /
4243/ 0.08 / 4344/ 0.07 / 6869/ 0.19 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.15 /
4754/ 0.08 / 4849/ 0.01 / 4950/ 0.02 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.10 / 5462/ 0.18 / 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/ 0.64 / L595/ 0.21 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.32 / L5/ 5.61 / L6/ 18.79 /
L7/ 69.43 / L8/ 143.24 / L9/ 0.29 /
L10/ 25.75 / L11/ 81.89 / L12/ 157.53 /
L13/ 205.21 / L14/ 0.26 / L15/ 3.88 /
L24/ 0.68 / L25/ 0.92 / L26/ 0.78 /
L27/ 2.06 / L28/ 1.66 / L29/ 4.58 /
L30/ 22.94 / L31/ 10.28 / L32/ 0.96 /
L33/ 0.01 / L34/ 4.14 / L35/ 0.95 /
L36/ 0.51 / W2637/ 0.00 / L37/ 3.79 /
L38/ 3.20 / L39/ 3.54 / L41/ 6.38 /
4243/ 5.05 / 4344/ 3.58 / 6869/ 3.84 /
4445/ 4.95 / 4546/ 1.17 / 4647/ 3.04 /
4754/ 2.52 / 4849/ 0.11 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.15 /
5354/ 2.85 / 5462/ 2.14 / 5657/ 0.00 /
5758/ 0.16 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.12 / 6162/ 0.04 / 6465/ 1.80 /
6566/ 4.09 / 6667/ 31.80 / L595/ 1.25 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.59 /
6264ova/ 0.00 / 6264und/ 0.48 / 6768ova/ 0.00 /
6768und/ 0.35 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.03 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.04 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.06 /
4445/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
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/ 0.14 / L595/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 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/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.56 L31/ 97.56/ 94.93 L32/ 94.93/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.76 4344/ 90.76/ 90.07 6869/ 87.93/ 87.74/
4445/ 90.07/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.94 5253/ 89.94/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.74/ 88.21/
6566/ 88.21/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.77/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.74/ 88.74 6364und/ 95.75/ 88.74/
6264ova/ 88.74/ 88.74 6264und/ 88.77/ 88.74 6768ova/ 87.93/ 87.93/
6768und/ 87.99/ 87.93
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 15051
Total number of time steps during simulation.... 9733
Ratio of actual # of time steps / NTCYC......... 2.253
Average number of iterations per time step...... 1.546
Average time step size(seconds)................ 2.219
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.159
Average minimum implicit time step (sec)........ 2.996
Average minimum junction time step (sec)........ 2.996
Average Courant Factor Tf....................... 2.996
Number of times omega reduced................... 314
*=========================================================*
| 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 1.16 11269 0 6 0 0 0
N2 0 1.16 11327 4 10 1 0 0
N3 0 1.14 11106 0 8 0 0 0
N4 0 1.18 11440 0 6 0 0 0
N5 0 1.31 12736 0 12 1 0 0
N6 0 1.51 14711 0 9 0 0 0
N7 0 2.29 22312 0 13 10 0 0
N8 0 3.11 30307 116 20 68 0 0
N9 0 2.52 24487 39 14 22 0 0
N10 0 1.13 11025 0 7 0 0 0
N11 0 1.75 17033 0 31 2 1 0
N12 0 2.53 24634 1 15 1 0 0
N13 0 2.87 27973 1 22 4 0 0
N14 0 2.34 22775 5 23 6 0 0
N15 0 1.14 11054 0 7 0 0 0
N24 0 1.15 11161 1 14 1 0 0
N25 0 1.14 11142 0 10 1 0 0
N26 0 1.24 12026 1 10 1 0 0
N27 0 1.17 11402 0 6 0 0 0
N28 0 1.06 10319 0 5 0 0 0
N29 0 1.14 11098 0 13 1 0 0
N30 0 1.16 11325 0 14 1 0 0
N31 0 1.09 10576 0 15 2 0 0
N32 0 1.13 10956 0 7 0 0 0
N33 0 1.13 11016 0 7 0 0 0
N34 0 1.19 11537 1 7 0 0 0
N35 0 1.22 11880 0 6 0 0 0
N36 0 1.12 10940 0 7 0 0 0
N37 0 1.19 11606 0 9 0 0 0
N38 0 1.23 12019 0 19 1 0 0
N39 0 1.14 11124 0 9 0 0 0
N41 0 1.20 11723 0 9 0 0 0
N42 0 1.21 11803 2 18 1 0 0
N43 0 1.20 11703 0 6 0 0 0
N44 0 1.17 11370 0 6 0 0 0
N45 0 1.17 11377 0 5 0 0 0
N69 0 1.21 11825 2 8 0 0 0
N46 0 1.17 11430 0 6 0 0 0
N47 0 1.18 11477 0 6 0 0 0
N48 0 1.12 10862 0 5 0 0 0
N49 0 1.18 11452 0 11 1 0 0
N50 0 1.15 11220 0 6 0 0 0
N51 0 1.18 11525 0 6 0 0 0
N52 0 1.22 11917 0 9 0 0 0
N53 0 1.52 14797 0 7 0 0 0
N54 0 1.61 15687 0 12 1 0 0
N55 0 1.12 10895 2 8 0 0 0
N56 0 1.17 11432 4 11 1 0 0
N57 0 1.00 9733 0 1 0 0 0
N58 0 1.09 10641 0 5 0 0 0
N59 0 1.14 11051 0 11 1 0 0
N60 0 1.16 11298 0 6 0 0 0
N61 0 1.12 10936 0 5 0 0 0
N62 0 2.00 19457 1 7 0 0 0
N63 0 1.53 14934 75 31 150 9 0
N64 0 1.36 13262 0 19 56 0 0
N65 0 1.18 11444 0 6 0 0 0
N66 0 1.19 11619 0 6 0 0 0
N67 0 1.23 11948 1 7 0 0 0
N68 0 1.17 11401 1 6 0 0 0
D1 0 1.76 17167 57 8 0 0 0
Total number of iterations for all junctions.. 811702
Minimum number of possible iterations......... 593713
Efficiency of the simulation.................. 1.37
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 103.4724 0 15 0.0000 6.5276 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2127 0 15 0.0000 7.7873 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.9549 0 15 0.0000 9.0451 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.2376 0 15 0.0000 9.7624 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.7735 0 15 0.0000 10.2265 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5131 0 15 0.0000 10.4869 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5192 0 16 0.0000 10.4808 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5198 0 16 0.0000 10.4802 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5199 0 16 0.0000 10.4801 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8313 0 16 0.0000 11.1687 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5809 0 15 0.0000 12.4191 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5813 0 15 0.0000 12.4187 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5813 0 15 0.0000 12.4187 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5818 0 15 0.0000 12.4182 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8097 0 15 0.0000 15.1903 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5872 0 16 0.0000 15.4128 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0836 0 15 0.0000 15.9164 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.6673 0 16 0.0000 16.3327 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2010 0 16 0.0000 16.7990 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7306 0 16 0.0000 9.2694 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8092 0 16 0.0000 6.1908 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7901 0 20 0.0000 4.2099 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.0310 0 18 0.0000 11.9690 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.6302 0 20 0.0000 14.3698 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8357 0 15 0.0000 12.1643 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.8297 0 20 0.0000 15.1703 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7768 0 20 0.0000 15.2232 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.5457 0 19 0.0000 16.4543 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.0272 0 18 0.0000 16.9728 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.0091 0 18 0.0000 16.9909 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.9389 0 18 0.0000 17.0611 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.8101 0 19 0.0000 17.1899 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.4293 0 20 0.0000 17.5707 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.5680 0 22 0.0000 18.4320 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.7327 0 23 0.0000 19.2673 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.6482 0 23 0.0000 19.3518 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.8279 0 40 0.0000 21.1721 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.3112 0 27 0.0000 19.6888 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.2226 0 29 0.0000 9.7774 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8742 0 15 0.0000 8.1258 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6819 0 15 0.0000 8.3181 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6611 0 15 0.0000 8.3389 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.3748 0 15 0.0000 8.6252 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3589 0 15 0.0000 8.6411 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.1679 0 30 0.0000 8.8321 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.1677 0 30 0.0000 8.8323 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9546 0 15 0.0000 10.0454 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5132 0 15 0.0000 10.4868 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5501 0 15 0.0000 6.4499 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7488 0 15 0.0000 7.2512 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2551 0 15 0.0000 7.7449 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8880 0 15 0.0000 8.1120 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.1662 0 30 0.0000 8.8338 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0181 0 15 0.0000 1.9819 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.5164 0 28 0.0000 9.4836 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.3803 0 39 0.0000 9.6197 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.3645 0 39 0.0000 9.6355 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.3580 0 39 0.0000 9.6420 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.9883 0 40 0.0000 10.0117 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.1660 0 30 0.0000 19.8340 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 0.6687 0 15 0.9051 0 15 0.0281 103.4724 102.2127 .3212 .2513
L2 31.3792 2.1255 2000.000 0.6645 0 15 0.7852 0 15 0.0212 102.2126 100.9549 .2513 .2875
L3 21.1637 1.3610 2000.000 0.6564 0 15 0.4901 0 15 0.0310 100.9549 100.2376 .2875 .3888
L4 14.8201 1.0611 2000.000 1.2860 0 15 0.5793 0 15 0.0868 100.2376 99.7735 .3888 .3667
L5 14.1212 0.8828 2000.000 1.2754 0 15 0.5606 0 15 0.0903 99.7734 99.5131 .3667 .3265
L6 107.6004 6.2330 2000.000 1.2778 0 15 0.3632 0 15 0.0119 99.5130 99.5192 .3265 .5946
L7 212.9831 7.4760 2500.000 1.2674 0 15 0.1289 0 15 0.0060 99.5192 99.5198 .4757 .6879
L8 226.7844 7.2108 2500.000 1.4368 0 15 0.0749 0 15 0.0063 99.5198 99.5199 .6879 .8600
L9 5.4768 0.2939 750.0000 1.4102 0 16 0.3776 0 16 0.2575 99.5199 99.3693 .3999 .2124
L10 230.8083 6.4970 2000.000 1.4100 0 16 0.2756 0 16 0.0061 98.8313 97.5809 .0656 .4404
L11 134.5580 5.4507 2000.000 1.4258 0 16 0.1630 0 16 0.0106 97.5809 97.5813 .4404 .7406
L12 167.9513 6.1302 2500.000 1.4428 0 16 0.1043 0 16 0.0086 97.5813 97.5813 .5925 .8325
L13 106.1819 4.1065 2750.000 1.9923 0 15 0.1207 0 15 0.0188 97.5813 97.5818 .7568 .9570
L14 3.7006 0.2681 800.0000 1.9858 0 15 0.5649 0 15 0.5366 97.5818 97.5213 .5522 .4891
L15 41.4767 1.7799 1500.000 1.9840 0 15 0.4923 0 12 0.0478 94.8097 94.5872 .2331 .3715
L24 46.8109 1.7908 2000.000 1.9659 0 16 0.6453 0 16 0.0420 94.5872 94.0836 .2786 .2468
L25 97.5504 2.8661 2500.000 2.5813 0 15 0.5867 0 15 0.0265 94.0836 93.6673 .1974 .3269
L26 39.8090 1.2386 3000.000 2.5666 0 16 0.8996 0 16 0.0645 93.6673 93.2010 .2724 .1537
L27 416.5903 6.9969 3500.000 2.5642 0 16 0.8645 0 15 0.0062 93.2010 93.0091 .1317 .2883
L28 142.9406 2.4129 2000.000 0.5061 0 16 0.5650 0 16 0.0035 120.7306 113.8092 .1153 .1546
L29 111.2914 2.2238 2000.000 1.0431 0 18 0.8412 0 17 0.0094 113.8092 105.7901 .1546 .1450
L30 121.4510 2.4983 2000.000 1.2859 0 20 0.5939 0 20 0.0106 105.7901 98.0310 .1450 .2655
L31 81.3908 1.8198 2000.000 1.9194 0 18 0.5258 0 16 0.0236 98.0310 95.6302 .2655 .4151
L32 10.6189 1.0497 1500.000 2.0228 0 20 0.8163 0 20 0.1905 95.6302 94.8297 .5534 .5065
L33 13.2107 0.8025 900.0000 0.2837 0 15 0.3477 0 14 0.0215 97.8357 97.2911 .3619 .1902
L34 27.1462 0.7567 2000.000 2.1490 0 20 0.2595 0 19 0.0792 94.8297 94.7768 .3799 .4034
L35 151.1332 2.3985 2800.000 2.1463 0 20 0.6872 0 22 0.0142 94.7768 93.5457 .2882 .2020
L36 604.2278 7.2058 3400.000 2.2484 0 20 1.4559 0 14 0.0037 93.5457 93.0272 .1664 .2109
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 93.0272 93.0272 .0000 .0000
L37 268.7941 4.1638 3600.000 2.3064 0 20 0.4968 0 30 0.0086 93.0272 93.0091 .1992 .2803
L38 20.3679 0.8611 2000.000 4.5395 0 18 0.8232 0 15 0.2229 93.0091 92.9389 .5045 .4794
L39 220.6626 2.1612 4000.000 -4.5161 0 18 -0.7123 0 16 -0.0205 92.9389 92.8101 .1897 .2075
L41 24.3580 0.8853 2000.000 4.4662 0 19 0.5503 0 17 0.1834 92.8101 92.4293 .4651 .4746
4243 57.3946 1.4914 2000.000 4.6596 0 20 0.6871 0 18 0.0812 92.4293 91.5680 .4746 .4590
4344 63.4676 1.7564 2000.000 4.5630 0 22 0.7756 0 19 0.0719 91.5680 90.7327 .4590 .3664
6869 43.1813 0.6276 2800.000 3.8389 0 40 0.4442 0 40 0.0889 88.9883 88.8279 .4101 .4100
4445 86.8567 1.9041 2500.000 4.6062 0 23 0.5012 0 23 0.0530 90.7327 90.6482 .2931 .3793
4546 96.3889 3.0307 2500.000 4.6739 0 23 1.0501 0 15 0.0485 90.6482 90.3112 .3793 .3885
4647 19.5453 0.7456 2500.000 4.6318 0 24 0.9995 0 23 0.2370 90.3112 90.2226 .3885 .3611
4754 69.8137 1.6227 2500.000 4.5778 0 23 0.9156 0 21 0.0656 90.2226 90.1677 .3610 .3951
4849 68.7768 2.2981 2000.000 0.8006 0 15 0.7457 0 15 0.0116 90.8741 90.6819 .1471 .1359
4950 88.3261 2.2234 2360.000 0.7998 0 15 0.4836 0 15 0.0091 90.6819 90.6611 .1152 .1403
5051 69.6722 2.5632 2000.000 1.1587 0 15 0.7613 0 15 0.0166 90.6611 90.3748 .1655 .1524
5152 86.0599 3.2001 2000.000 1.1523 0 15 0.5835 0 21 0.0134 90.3748 90.3589 .1524 .2144
5253 70.2593 2.7867 2000.000 1.2570 0 15 1.0742 0 15 0.0179 90.3589 90.1679 .2144 .3190
5354 215.9379 3.0206 2500.000 1.2379 0 16 0.4211 0 13 0.0057 90.1679 90.1677 .2552 .3631
5462 217.9611 2.6925 2500.000 4.3957 0 28 0.2720 1 55 0.0202 90.1677 90.1662 .3631 .4985
5657 69.9273 5.9238 See the original
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