Original source · versioned page text
e10y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:54.
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 8.0101 20.0254 475.0000
N2 5.5141 13.7854 0.0000
N3 24.1833 50.0000 0.0000
N4 15.4185 38.5462 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 47.6498 50.0000 0.0000
N12 22.3722 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 30.1592 50.0000 0.0000
N15 10.2954 25.7384 0.0000
N24 7.6869 19.2173 0.0000
N25 30.6437 50.0000 0.0000
N26 20.8779 50.0000 0.0000
N27 40.2053 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 30.7428 50.0000 0.0000
N33 36.3006 50.0000 0.0000
N34 23.6445 50.0000 0.0000
N35 34.1685 50.0000 0.0000
N36 24.8098 50.0000 0.0000
N37 25.4834 50.0000 0.0000
N38 23.4150 50.0000 0.0000
N39 38.3934 50.0000 0.0000
N41 18.9357 47.3393 0.0000
N42 20.1162 50.0000 0.0000
N43 36.4890 50.0000 0.0000
N44 36.4024 50.0000 0.0000
N45 33.1151 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 32.4096 50.0000 0.0000
N47 26.8661 50.0000 0.0000
N48 33.5488 50.0000 0.0000
N49 41.3049 50.0000 0.0000
N50 45.8391 50.0000 0.0000
N51 29.7509 50.0000 0.0000
N52 22.4043 50.0000 0.0000
N53 21.6531 50.0000 0.0000
N54 19.9371 49.8428 0.0000
N55 0.6691 1.6727 20230.0000
N56 1.0141 2.5351 15.0000
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 26.6945 50.0000 0.0000
N62 31.3445 50.0000 0.0000
N63 0.4998 1.2495 880.0000
N64 24.6731 50.0000 0.0000
N65 32.4572 50.0000 0.0000
N66 26.4396 50.0000 0.0000
N67 10.9352 27.3379 0.0000
N68 8.1490 20.3724 0.0000
D1 11.9511 29.8778 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 3.8133 3.8133 10.6132 0.0833 0.0124 0.0931 Normal Soln
L2 4.1598 4.1598 12.5254 0.0000 0.0094 0.0670 Normal Soln
L3 6.2941 6.2941 28.7463 0.0000 0.0110 0.0980 Normal Soln
L4 5.7229 5.7229 24.3606 0.0000 0.0195 0.2738 Normal Soln
L5 3.5653 3.5653 14.3566 0.0000 0.0168 0.3327 Normal Soln
L6 3.7657 3.7657 19.8701 0.0000 0.0140 0.0532 Normal Soln
L7 3.5671 3.5671 50.0000 5.0833 0.0266 0.0384 Normal Soln
L8 3.0379 3.0379 50.0000 236.1667 0.0368 0.0483 Normal Soln
L9 5.5896 5.5896 21.4368 0.0000 0.0185 0.8170 Normal Soln
L10 3.9665 3.9665 25.0119 9.5833 0.0168 0.0195 Normal Soln
L11 6.0113 6.0113 50.0000 0.0000 0.1012 0.0507 Normal Soln
L12 5.1862 5.1862 50.0000 0.0000 0.1539 0.0429 Normal Soln
L13 5.7352 5.7352 50.0000 0.0000 0.1684 0.0991 Normal Soln
L14 4.2611 4.2611 13.8239 0.0000 0.1027 1.6769 Normal Soln
L15 5.1084 5.1084 22.3792 0.0000 0.1314 0.1498 Normal Soln
L24 7.7326 7.7326 26.8028 0.0000 0.0855 0.1313 Normal Soln
L25 5.4791 5.4791 23.3097 0.0000 0.0635 0.0818 Normal Soln
L26 4.5555 4.5555 14.2386 0.0000 0.0479 0.1987 Normal Soln
L27 4.6523 4.6523 15.3004 0.0000 0.0627 0.0190 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0074 0.0119 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 -0.1113 0.0310 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0116 0.0347 Normal Soln
L31 37.5296 37.5296 50.0000 0.0000 0.0265 0.0757 Normal Soln
L32 6.8403 6.8403 22.6586 0.0000 0.0229 0.6054 Normal Soln
L33 6.6233 6.6233 26.4538 0.0000 0.0065 0.0684 Normal Soln
L34 6.8173 6.8173 50.0000 0.0000 0.0276 0.2526 Normal Soln
L35 9.4299 9.4299 30.1379 0.0000 0.0342 0.0459 Normal Soln
L36 6.2386 6.2386 12.3292 0.0000 0.0269 0.0115 Normal Soln
W2637 11.5719 11.5719 50.0000 0.0000 0.0009 0.0011 Normal Soln
L37 8.3007 8.3007 41.2972 0.0000 0.0237 0.0269 Normal Soln
L38 4.3934 4.3934 16.0149 0.0000 0.0550 0.6896 Normal Soln
L39 3.0735 3.0735 12.4624 0.0000 -0.0524 0.0635 Normal Soln
L41 16.5782 16.5782 50.0000 0.0000 0.0514 0.5687 Normal Soln
4243 21.6897 21.6897 50.0000 0.0000 0.0451 0.2467 Normal Soln
4344 17.4539 17.4539 50.0000 0.0000 0.0441 0.2208 Normal Soln
6869 6.1441 6.1441 40.2248 0.0000 0.0142 0.2793 Normal Soln
4445 10.5109 10.5109 50.0000 0.0000 0.0454 0.1626 Normal Soln
4546 7.7832 7.7832 23.8385 0.0000 0.0475 0.1477 Normal Soln
4647 5.5638 5.5638 18.3018 0.0000 -0.0560 0.7108 Normal Soln
4754 9.8533 9.8533 36.8517 0.0000 0.0483 0.1957 Normal Soln
4849 5.3231 5.3231 14.1028 0.0000 0.0074 0.0373 Normal Soln
4950 2.6732 2.6732 9.7334 0.0000 0.0086 0.0306 Normal Soln
5051 7.9987 7.9987 21.7067 0.0000 0.0120 0.0552 Normal Soln
5152 2.4756 2.4756 7.7182 0.7500 -0.0116 0.0635 Normal Soln
5253 7.2068 7.2068 16.1703 0.0000 -0.0223 0.0764 Normal Soln
5354 9.1086 9.1086 50.0000 0.0000 -0.0286 0.0460 Normal Soln
5462 3.3270 3.3270 44.0048 0.0000 0.0479 0.1231 Normal Soln
5657 7.9108 7.9108 13.9519 0.0000 -0.0038 0.0034 Normal Soln
5758 46.7498 46.7498 50.0000 0.0000 0.0027 0.0039 Normal Soln
5859 9.6997 9.6997 24.1172 0.0000 0.0045 0.0462 Normal Soln
5960 10.1983 10.1983 24.4145 0.0000 0.0040 0.0403 Normal Soln
6061 10.4917 10.4917 50.0000 0.0000 0.0035 0.0205 Normal Soln
6162 10.1762 10.1762 21.6407 0.0000 0.0064 0.0169 Normal Soln
6465 10.4082 10.4082 34.1877 0.0000 0.0441 0.1395 Normal Soln
6566 10.6159 10.6159 46.7874 0.0000 0.0417 0.2173 Normal Soln
6667 14.8484 14.8484 50.0000 0.0000 0.0207 0.2685 Normal Soln
L595 1.6196 1.6196 42.4454 0.0000 0.0651 0.2901 Normal Soln
5556ova 6.9388 6.9388 10.9995 0.0000 -0.0053 0.0706 Normal Soln
5556unda 3.0576 3.0576 8.1022 0.0000 -0.0077 2.0723 Normal Soln
5663ova 41.0640 41.0640 50.0000 0.0000 0.0031 0.0955 Normal Soln
5663und 15.0829 15.0829 38.4960 0.0000 0.0057 2.2614 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0034 0.0063 Normal Soln
6364und 14.7074 14.7074 28.0934 0.0000 -0.0843 4.5656 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.1951 1.1951 2.8216 39.6667 0.0082 1.8340 Normal Soln
6768ova 5.2558 5.2558 12.1510 0.0000 0.0089 0.2128 Normal Soln
6768und 1.4970 1.4970 4.2010 68.6667 0.0069 1.3967 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/ 0.01 / 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/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
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/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
N69/ 0.07 / 87.75/ 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/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
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/ 0.02 / L39/ -0.02 / L41/ 0.02 /
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/ 0.08 / 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/ 0.15 / 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/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.06 / 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/ 0.33 /
6566/ 0.16 / 6667/ 0.03 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.29 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.34 / 6768ova/ 0.00 /
6768und/ 0.50 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.92 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.59 /
L13/ 13.19 / L14/ 0.45 / L15/ 4.17 /
L24/ 0.89 / L25/ 1.16 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.18 / L29/ 0.42 /
L30/ 2.18 / L31/ 2.00 / L32/ 0.80 /
L33/ 0.06 / L34/ 3.98 / L35/ 0.69 /
L36/ 0.44 / W2637/ 0.01 / L37/ 1.64 /
L38/ 2.20 / L39/ 2.33 / L41/ 1.95 /
4243/ 1.44 / 4344/ 1.34 / 6869/ 2.18 /
4445/ 2.33 / 4546/ 0.69 / 4647/ 2.20 /
4754/ 1.37 / 4849/ 0.21 / 4950/ 0.47 /
5051/ 0.24 / 5152/ 0.48 / 5253/ 0.19 /
5354/ 1.21 / 5462/ 2.48 / 5657/ 0.37 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.84 /
6566/ 1.27 / 6667/ 4.10 / L595/ 3.01 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.07 /
5663und/ 0.15 / 6364ova/ 0.01 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.04 /
6768und/ 0.50 /
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/ 0.57 / 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/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.07 / N46/ 0.14 / 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/ 12.43 / N32/ 15.06 /
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/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
N69/ 22.25 / 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/ 10.25 / N65/ 10.78 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.76 / N2/ 0.60 / N3/ 0.68 /
N4/ 0.91 / N5/ 0.87 / N6/ 0.70 /
N7/ 1.24 / N8/ 1.77 / N9/ 2.20 /
N10/ 1.87 / N11/ 0.92 / N12/ 1.52 /
N13/ 2.12 / N14/ 2.67 / N15/ 0.44 /
N24/ 0.64 / N25/ 0.59 / N26/ 0.97 /
N27/ 0.55 / N28/ 0.30 / N29/ 0.40 /
N30/ 0.38 / N31/ 0.65 / N32/ 0.99 /
N33/ 0.37 / N34/ 0.88 / N35/ 0.91 /
N36/ 0.67 / N37/ 0.89 / N38/ 1.18 /
N39/ 1.14 / N41/ 1.11 / N42/ 1.14 /
N43/ 1.05 / N44/ 0.87 / N45/ 1.09 /
N69/ 1.39 / N46/ 1.37 / N47/ 1.37 /
N48/ 0.36 / N49/ 0.33 / N50/ 0.38 /
N51/ 0.61 / N52/ 0.75 / N53/ 1.15 /
N54/ 1.50 / N55/ 1.08 / N56/ 1.14 /
N57/ 0.02 / N58/ 0.14 / N59/ 0.18 /
N60/ 0.11 / N61/ 0.46 / N62/ 1.76 /
N63/ 1.31 / N64/ 1.02 / N65/ 1.53 /
N66/ 1.82 / N67/ 1.98 / N68/ 1.39 /
D1/ 1.93 /
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/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / 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/ 0.16 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.25 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.12 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.20 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.10 / 5462/ 0.19 / 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/ 0.22 /
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/ 1.33 / L5/ 5.62 / L6/ 18.80 /
L7/ 69.45 / L8/ 143.26 / L9/ 0.29 /
L10/ 25.78 / L11/ 81.98 / L12/ 157.64 /
L13/ 205.35 / L14/ 0.26 / L15/ 3.90 /
L24/ 0.69 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.10 / L28/ 1.69 / L29/ 4.84 /
L30/ 24.63 / L31/ 10.89 / L32/ 1.03 /
L33/ 0.01 / L34/ 4.41 / L35/ 1.02 /
L36/ 0.54 / W2637/ 0.00 / L37/ 3.88 /
L38/ 3.24 / L39/ 3.57 / L41/ 6.72 /
4243/ 5.34 / 4344/ 3.77 / 6869/ 4.03 /
4445/ 5.08 / 4546/ 1.21 / 4647/ 3.21 /
4754/ 2.64 / 4849/ 0.12 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.16 /
5354/ 2.95 / 5462/ 2.23 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.04 / 6465/ 1.89 /
6566/ 4.22 / 6667/ 32.18 / L595/ 1.35 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.64 /
6264ova/ 0.00 / 6264und/ 0.50 / 6768ova/ 0.00 /
6768und/ 0.37 /
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/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
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/ 0.07 /
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/ 0.04 /
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/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 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/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 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/ 88.75/ 88.22/
6566/ 88.22/ 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/ 88.75/ 88.75 6364und/ 95.75/ 88.75/
6264ova/ 88.75/ 88.75 6264und/ 88.77/ 88.75 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........ 16580
Total number of time steps during simulation.... 10250
Ratio of actual # of time steps / NTCYC......... 2.373
Average number of iterations per time step...... 1.618
Average time step size(seconds)................ 2.107
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.092
Average minimum implicit time step (sec)........ 2.838
Average minimum junction time step (sec)........ 2.838
Average Courant Factor Tf....................... 2.838
Number of times omega reduced................... 279
*=========================================================*
| 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 1.15 11830 2 15 1 0 0
N2 0 1.15 11762 4 10 1 0 0
N3 0 1.15 11823 0 8 0 0 0
N4 0 1.16 11892 0 6 0 0 0
N5 0 1.30 13352 0 12 1 0 0
N6 0 1.52 15533 0 11 3 0 0
N7 0 2.22 22798 0 13 12 0 0
N8 0 3.00 30755 108 16 97 0 0
N9 0 2.40 24604 43 14 48 0 0
N10 0 1.14 11645 1 8 0 0 0
N11 0 1.70 17447 0 31 1 1 0
N12 0 2.44 25016 0 9 0 0 0
N13 0 2.78 28540 0 10 1 0 0
N14 0 2.26 23181 5 10 2 0 0
N15 0 1.14 11643 0 7 0 0 0
N24 0 1.15 11830 0 14 1 0 0
N25 0 1.14 11690 0 7 0 0 0
N26 0 1.24 12706 1 10 1 0 0
N27 0 1.16 11939 0 7 0 0 0
N28 0 1.07 10930 0 6 0 0 0
N29 0 1.14 11666 1 13 1 0 0
N30 0 1.14 11727 0 14 2 0 0
N31 0 1.08 11063 0 15 2 0 0
N32 0 1.12 11529 0 7 0 0 0
N33 0 1.15 11783 0 6 0 0 0
N34 0 1.16 11839 0 11 1 0 0
N35 0 1.23 12585 1 7 0 0 0
N36 0 1.12 11495 0 7 0 0 0
N37 0 1.18 12115 0 8 0 0 0
N38 0 1.24 12714 0 19 1 0 0
N39 0 1.13 11626 0 9 0 0 0
N41 0 1.18 12059 0 9 0 0 0
N42 0 1.19 12170 2 18 1 0 0
N43 0 1.18 12074 0 7 0 0 0
N44 0 1.16 11906 0 7 0 0 0
N45 0 1.17 12011 0 6 0 0 0
N69 0 1.28 13088 4 8 0 0 0
N46 0 1.20 12329 0 7 0 0 0
N47 0 1.18 12095 0 6 0 0 0
N48 0 1.11 11390 0 6 0 0 0
N49 0 1.25 12770 3 14 1 0 0
N50 0 1.20 12275 1 6 0 0 0
N51 0 1.49 15285 0 11 1 0 0
N52 0 1.49 15273 0 9 0 0 0
N53 0 1.81 18520 0 8 0 0 0
N54 0 1.89 19354 0 8 0 0 0
N55 0 1.15 11751 2 7 0 0 0
N56 0 1.26 12870 8 13 3 0 0
N57 0 1.05 10745 0 5 0 0 0
N58 0 1.10 11271 0 30 1 1 0
N59 0 1.15 11790 0 14 1 0 0
N60 0 1.15 11824 0 7 0 0 0
N61 0 1.11 11350 0 6 0 0 0
N62 0 2.17 22267 0 7 0 0 0
N63 0 1.39 14237 15 37 57 3 0
N64 0 1.26 12898 1 26 40 1 0
N65 0 1.16 11936 0 6 0 0 0
N66 0 1.25 12823 0 6 0 0 0
N67 0 1.37 14084 2 7 0 0 0
N68 0 1.29 13191 1 7 0 0 0
D1 0 1.87 19182 74 12 1 0 0
Total number of iterations for all junctions.. 865876
Minimum number of possible iterations......... 625250
Efficiency of the simulation.................. 1.38
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 103.5887 0 15 0.0000 6.4113 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3064 0 15 0.0000 7.6936 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0623 0 15 0.0000 8.9377 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3732 0 15 0.0000 9.6268 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9107 0 15 0.0000 10.0893 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5568 0 15 0.0000 10.4432 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5680 0 15 0.0000 10.4320 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5696 0 15 0.0000 10.4304 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5700 0 15 0.0000 10.4300 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8722 0 15 0.0000 11.1278 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6169 0 15 0.0000 12.3831 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6184 0 15 0.0000 12.3816 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6187 0 15 0.0000 12.3813 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6194 0 15 0.0000 12.3806 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9046 0 16 0.0000 15.0954 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6742 0 16 0.0000 15.3258 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1837 0 15 0.0000 15.8163 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8175 0 16 0.0000 16.1825 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2942 0 16 0.0000 16.7058 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8004 0 16 0.0000 9.1996 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8968 0 16 0.0000 6.1032 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8833 0 19 0.0000 4.1167 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1545 0 18 0.0000 11.8455 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7918 0 20 0.0000 14.2082 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8760 0 15 0.0000 12.1240 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9470 0 20 0.0000 15.0530 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8777 0 21 0.0000 15.1223 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6522 0 21 0.0000 16.3478 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1973 0 18 0.0000 16.8027 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1809 0 17 0.0000 16.8191 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1161 0 18 0.0000 16.8839 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9921 0 18 0.0000 17.0079 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6212 0 19 0.0000 17.3788 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7008 0 21 0.0000 18.2992 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8730 0 22 0.0000 19.1270 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.7900 0 28 0.0000 19.2100 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.0679 0 36 0.0000 20.9321 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.7126 0 31 0.0000 19.2874 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.6884 0 31 0.0000 9.3116 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9389 0 15 0.0000 8.0611 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.7417 0 15 0.0000 8.2583 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.7142 0 15 0.0000 8.2858 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.6789 0 31 0.0000 8.3211 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.6788 0 31 0.0000 8.3212 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.6786 0 31 0.0000 8.3214 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.6785 0 31 0.0000 8.3215 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0027 0 15 0.0000 9.9973 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5423 0 15 0.0000 10.4577 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2460 0 15 0.0000 10.7540 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5839 0 16 0.0000 6.4161 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7780 0 15 0.0000 7.2220 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2748 0 16 0.0000 7.7252 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9570 0 16 0.0000 8.0430 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.6780 0 31 0.0000 8.3220 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0594 0 15 0.0000 1.9406 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6471 0 34 0.0000 9.3529 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6112 0 35 0.0000 9.3888 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5961 0 35 0.0000 9.4039 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5877 0 35 0.0000 9.4123 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.2283 0 36 0.0000 9.7717 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.6779 0 31 0.0000 19.3221 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 1.0532 0 15 0.9896 0 15 0.0443 103.5885 102.3064 .3793 .2982
L2 31.3792 2.1255 2000.000 1.0477 0 15 0.8782 0 15 0.0334 102.3064 101.0623 .2982 .3412
L3 21.1637 1.3610 2000.000 1.0368 0 15 0.5568 0 15 0.0490 101.0623 100.3732 .3411 .4566
L4 14.8201 1.0611 2000.000 2.0111 0 15 0.6569 0 15 0.1357 100.3732 99.9107 .4566 .4353
L5 14.1212 0.8828 2000.000 1.9978 0 15 0.6965 0 15 0.1415 99.9107 99.5568 .4353 .3484
L6 107.6004 6.2328 2000.000 1.9941 0 15 0.5133 0 15 0.0185 99.5568 99.5680 .3484 .6190
L7 212.9831 7.4760 2500.000 1.9897 0 15 0.1893 0 15 0.0093 99.5680 99.5696 .4952 .7078
L8 226.7844 7.2108 2500.000 2.2528 0 15 0.1117 0 15 0.0099 99.5696 99.5699 .7078 .8800
L9 5.4768 0.2939 750.0000 2.2286 0 15 0.4665 0 15 0.4069 99.5700 99.3946 .4666 .2461
L10 230.8083 6.4968 2000.000 2.2286 0 16 0.3998 0 16 0.0097 98.8722 97.6169 .0861 .4584
L11 134.5580 5.4504 2000.000 2.2491 0 16 0.2426 0 16 0.0167 97.6169 97.6184 .4584 .7592
L12 167.9513 6.1300 2500.000 2.2714 0 16 0.1577 0 16 0.0135 97.6184 97.6187 .6074 .8475
L13 106.1819 4.1062 2750.000 3.1053 0 15 0.1797 0 15 0.0292 97.6187 97.6194 .7704 .9707
L14 3.7006 0.2681 800.0000 3.1018 0 15 0.7234 0 15 0.8382 97.6194 97.5267 .5993 .4958
L15 41.4767 1.7798 1500.000 3.0994 0 16 0.5810 0 15 0.0747 94.9046 94.6742 .2964 .4295
L24 46.8109 1.7908 2000.000 3.0719 0 16 0.7462 0 16 0.0656 94.6742 94.1837 .3221 .2968
L25 97.5504 2.8658 2500.000 3.9933 0 15 0.6865 0 15 0.0409 94.1837 93.8175 .2375 .3870
L26 39.8090 1.2386 3000.000 3.9550 0 16 1.0535 0 16 0.0993 93.8175 93.2942 .3225 .1847
L27 416.5903 6.9969 3500.000 3.9515 0 16 0.9481 0 12 0.0095 93.2942 93.1809 .1583 .3374
L28 142.9406 2.4129 2000.000 0.8478 0 16 0.6564 0 15 0.0059 120.8004 113.8968 .1502 .1984
L29 111.2914 2.2238 2000.000 1.7065 0 17 0.9720 0 17 0.0153 113.8968 105.8833 .1984 .1917
L30 121.4510 2.4983 2000.000 2.1125 0 19 0.7101 0 20 0.0174 105.8833 98.1545 .1917 .3273
L31 81.3908 1.8198 2000.000 3.0847 0 18 0.5640 0 14 0.0379 98.1545 95.7918 .3273 .4959
L32 10.6189 1.0497 1500.000 3.1997 0 21 0.9289 0 21 0.3013 95.7918 94.9470 .6612 .5847
L33 13.2107 0.8025 900.0000 0.4219 0 15 0.3781 0 15 0.0319 97.8760 97.3206 .4067 .2229
L34 27.1462 0.7567 2000.000 3.3583 0 20 0.3237 0 17 0.1237 94.9470 94.8777 .4385 .4539
L35 151.1332 2.3985 2800.000 3.3731 0 21 0.7151 0 21 0.0223 94.8777 93.6522 .3242 .2401
L36 604.2278 7.2058 3400.000 3.4736 0 21 1.4600 0 12 0.0057 93.6522 93.1973 .1977 .2610
W2637 41.0450 1.2356 2000.000 0.0225 0 16 0.1363 0 16 0.0005 93.8175 93.6362 .0488 .0081
L37 268.7941 4.1638 3600.000 3.5927 0 21 0.5691 0 26 0.0134 93.1973 93.1809 .2465 .3280
L38 20.3679 0.8611 2000.000 7.0159 0 17 0.8742 0 15 0.3445 93.1809 93.1161 .5904 .5681
L39 220.6626 2.1612 4000.000 -6.9809 0 17 -0.8026 0 16 -0.0316 93.1161 92.9921 .2340 .2530
L41 24.3580 0.8853 2000.000 6.9040 0 18 0.6331 0 17 0.2834 92.9921 92.6212 .5561 .5706
4243 57.3946 1.4914 2000.000 7.0817 0 20 0.7125 0 15 0.1234 92.6212 91.7008 .5706 .5254
4344 63.4676 1.7564 2000.000 7.0042 0 21 0.8332 0 20 0.1104 91.7008 90.8730 .5254 .4365
6869 43.1813 0.6276 2800.000 6.0172 0 36 0.4972 0 36 0.1393 89.2283 89.0679 .4958 .4957
4445 86.8567 1.9041 2500.000 7.0362 0 22 0.6141 0 21 0.0810 90.8730 90.7900 .3492 .4360
4546 96.3889 3.0307 2500.000 7.1101 0 22 1.0490 0 13 0.0738 90.7900 90.7126 .4360 .5490
4647 19.5453 0.7456 2500.000 6.8447 0 22 1.0928 0 18 0.3502 90.7126 90.6884 .5490 .5474
4754 69.8137 1.6227 2500.000 6.4796 0 22 0.8412 0 18 0.0928 90.6884 90.6785 .5474 .5994
4849 68.7768 2.2981 2000.000 1.2826 0 15 0.8509 0 15 0.0186 90.9388 90.7418 .1794 .1659
4950 88.3261 2.2234 2360.000 1.2809 0 15 0.6168 0 15 0.0145 90.7417 90.7142 .1406 .1628
5051 69.6722 2.5632 2000.000 1.8256 0 15 0.8754 0 15 0.0262 90.7142 90.6789 .1921 .3045
5152 86.0599 3.2001 2000.000 1.8355 0 15 0.7774 0 17 0.0213 90.6789 90.6788 .3045 .3744
5253 70.2593 2.7867 2000.000 2.0242 0 15 1.2369 0 15 0.0288 90.6788 90.6786 .3744 .5743
5354 215.9379 3.0206 2500.000 1.8159 0 14 0.4389 0 10 0.0084 90.6786 90.6785 .4595 .5674
5462 217.9611 2.6925 2500.000 5.8323 0 25 0.2728 2 3 0.0268 90.6785 90.6780 .5674 .7032
5657 69.9273 5.9238 See the original
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