Original source · versioned page text
m100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 14:31.
Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 91.3800 91.3200 No Design
57 6768 N67 N68 89.4000 89.3800 No Design
58 5152 N51 N52 91.0300 91.0250 No Design
59 4950 N49 N50 91.0400 91.0200 No Design
60 5556ova N55 N56 99.8500 99.4000 No Design
61 5556unda N55 N56 98.9200 98.4700 No Design
62 5663ova N56 N63 99.4000 98.0000 No Design
63 5663und N56 N63 98.4000 97.0000 No Design
64 6364ova N63 N64 97.0000 89.9000 No Design
65 6364und N63 N64 95.7500 88.6300 No Design
66 6264ova D1 N64 90.8800 90.8600 No Design
67 6264unda D1 N64 88.7500 88.6300 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: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
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 40.5331 0.0091
4546 32.1296 0.0144
4647 6.5151 0.0010
4754 23.2712 0.0045
4849 22.9256 0.0142
5051 17.7578 0.0137
5253 101.3181 0.0200
5354 71.9793 0.0093
5462 116.2459 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 7.5758 0.0467
5960 9.0643 0.0259
6061 18.2707 0.0418
6162 28.0890 0.0527
6465 30.1389 0.0172
6566 23.0443 0.0086
6667 28.9716 0.0034
L595 116.2459 0.0283
L598 13.1084 0.0100
6768 22.4678 0.0020
5152 10.0715 0.0008
4950 16.9506 0.0033
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
6264unda 0.0009 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 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 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 N60.7/ 0.00 / 90.60
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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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/ 90.35/ 90.35 5051/ 89.96/ 89.96
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/ 90.60/ 90.60 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 L598/ 90.50/ 90.50 6768/ 87.84/ 87.84
5152/ 89.93/ 89.93 4950/ 90.33/ 90.33 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
6264unda/ 88.63/ 88.63
*===================================================*
| 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 10.4976 26.2440 630.0000
N2 7.6873 19.2183 0.0000
N3 39.2368 50.0000 0.0000
N4 22.0561 50.0000 0.0000
N5 31.7352 50.0000 0.0000
N6 40.5730 50.0000 0.0000
N7 35.1874 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 30.5421 50.0000 0.0000
N12 48.5573 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 31.5659 50.0000 0.0000
N15 44.2770 50.0000 0.0000
N24 18.1772 45.4430 0.0000
N25 36.2085 50.0000 0.0000
N26 19.0552 47.6380 0.0000
N27 20.8855 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 27.7582 50.0000 0.0000
N33 49.5665 50.0000 0.0000
N34 30.8524 50.0000 0.0000
N35 28.8432 50.0000 0.0000
N36 34.5465 50.0000 0.0000
N37 33.9600 50.0000 0.0000
N38 18.6794 46.6984 0.0000
N39 36.5131 50.0000 0.0000
N41 17.0471 42.6177 0.0000
N42 20.4241 50.0000 0.0000
N43 32.4725 50.0000 0.0000
N44 26.7309 50.0000 0.0000
N45 24.2052 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 20.3310 50.0000 0.0000
N47 11.8901 29.7251 0.0000
N48 50.0000 50.0000 0.0000
N49 8.2182 20.5455 0.0000
N50 15.4546 38.6365 0.0000
N51 5.3548 13.3869 0.0000
N52 7.1085 17.7712 0.0000
N53 11.9951 29.9878 0.0000
N54 26.5622 50.0000 0.0000
N55 0.5494 1.3735 18190.0000
N56 0.9379 2.3447 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 32.9390 50.0000 0.0000
N61 30.5011 50.0000 0.0000
N62 24.7373 50.0000 0.0000
N63 0.5448 1.3620 2770.0000
N64 5.3460 13.3650 0.0000
N65 15.3605 38.4013 0.0000
N66 22.3255 50.0000 0.0000
N67 12.1612 30.4029 0.0000
N68 11.7842 29.4605 0.0000
D1 5.4744 13.6860 0.0000
N60.7 10.6726 26.6815 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 3.5208 3.5208 9.5772 0.0833 0.0155 0.1541 Normal Soln
L2 3.8118 3.8118 11.1807 0.0000 0.0133 0.1133 Normal Soln
L3 5.7890 5.7890 25.1725 0.0000 0.0178 0.1660 Normal Soln
L4 5.1085 5.1085 21.1339 0.0000 0.0212 0.4550 Normal Soln
L5 3.1815 3.1815 11.4091 0.0000 0.0203 0.5031 Normal Soln
L6 3.3771 3.3771 13.3480 0.0000 -0.0318 0.1674 Normal Soln
L7 3.3755 3.3755 35.6868 0.0000 0.0368 0.1001 Normal Soln
L8 2.9180 2.9180 50.0000 5.9167 0.0531 0.1556 Normal Soln
L9 4.7732 4.7732 16.8782 0.0000 0.0240 1.4737 Normal Soln
L10 3.5801 3.5801 16.7479 0.0000 0.0285 0.0345 Normal Soln
L11 5.6414 5.6414 44.0768 0.0000 0.0929 0.0943 Normal Soln
L12 4.9733 4.9733 50.0000 0.0000 0.1444 0.1236 Normal Soln
L13 5.6346 5.6346 50.0000 0.0000 0.1517 0.2174 Normal Soln
L14 3.8112 3.8112 10.7696 0.0000 0.1190 2.8212 Normal Soln
L15 4.5005 4.5005 18.2247 0.0000 0.1506 0.2496 Normal Soln
L24 6.6585 6.6585 22.6629 0.0000 0.1091 0.2195 Normal Soln
L25 4.7953 4.7953 18.8404 0.0000 0.1117 0.1363 Normal Soln
L26 4.0959 4.0959 12.3419 0.0000 0.0820 0.3142 Normal Soln
L27 4.2976 4.2976 14.4786 0.0000 -0.5553 0.0322 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0111 0.0227 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0140 0.0556 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0181 0.0665 Normal Soln
L31 34.8061 34.8061 50.0000 0.0000 0.0381 0.1385 Normal Soln
L32 6.4244 6.4244 20.2477 0.0000 0.0240 1.1141 Normal Soln
L33 6.2149 6.2149 24.3175 0.0000 0.0087 0.1117 Normal Soln
L34 5.9586 5.9586 38.1061 0.0000 0.0355 0.4594 Normal Soln
L35 8.0105 8.0105 24.3881 0.0000 0.0401 0.0831 Normal Soln
L36 6.2269 6.2269 12.3018 0.0000 0.0523 0.0214 Normal Soln
W2637 6.3437 6.3437 25.4411 0.0000 0.0018 0.0198 Normal Soln
L37 7.2196 7.2196 35.7477 0.0000 0.0413 0.0497 Normal Soln
L38 3.8444 3.8444 14.6656 0.0000 0.0941 1.1973 Normal Soln
L39 2.7236 2.7236 11.0550 0.0000 -0.0926 0.1100 Normal Soln
L41 14.2336 14.2336 50.0000 0.0000 0.0793 0.9884 Normal Soln
4243 18.9873 18.9873 50.0000 0.0000 0.0478 0.4445 Normal Soln
4344 14.9033 14.9033 50.0000 0.0000 0.0653 0.3941 Normal Soln
6869 5.8059 5.8059 37.4500 0.0000 -0.1632 0.8525 Normal Soln
4445 8.3015 8.3015 50.0000 0.0000 0.0443 0.6348 Normal Soln
4546 6.2795 6.2795 46.7028 0.0000 0.0444 0.8387 Normal Soln
4647 4.9006 4.9006 32.0235 0.0000 0.0427 4.3739 Normal Soln
4754 8.1538 8.1538 50.0000 0.0000 0.0418 1.1892 Normal Soln
4849 4.5251 4.5251 45.0457 0.0000 0.0167 0.4728 Normal Soln
5051 5.8549 5.8549 50.0000 0.0000 0.0527 0.6847 Normal Soln
5253 6.4212 6.4212 14.1690 0.0000 0.0462 0.1132 Normal Soln
5354 7.4753 7.4753 50.0000 0.0000 -0.0583 0.2739 Normal Soln
5462 3.0482 3.0482 50.0000 0.0000 0.1248 0.4730 Normal Soln
5657 5.2270 5.2270 9.1182 0.0000 0.0051 0.0139 Normal Soln
5758 34.2125 34.2125 50.0000 0.0000 0.0052 0.0183 Normal Soln
5859 8.4598 8.4598 31.8470 0.0000 0.0060 0.2541 Normal Soln
5960 8.3935 8.3935 38.5120 0.0000 0.0100 0.2487 Normal Soln
6061 5.0813 5.0813 50.0000 0.0000 -0.0411 0.4090 Normal Soln
6162 9.1516 9.1516 48.7653 0.0000 0.0161 0.2331 Normal Soln
6465 8.6236 8.6236 46.5726 0.0000 0.0957 1.1400 Normal Soln
6566 8.7003 8.7003 50.0000 0.0000 0.0766 1.5107 Normal Soln
6667 13.2677 13.2677 50.0000 0.0000 0.0721 1.2800 Normal Soln
L595 1.5184 1.5184 29.7136 6.5833 0.1557 0.8120 Normal Soln
L598 3.7816 3.7816 8.4557 0.0000 0.0219 0.1889 Normal Soln
6768 3.4086 3.4086 7.3904 0.0000 0.0999 1.5425 Normal Soln
5152 2.3373 2.3373 5.4704 0.0000 0.0373 0.6330 Normal Soln
4950 2.5599 2.5599 8.0775 0.0000 0.0171 0.2786 Normal Soln
5556ova 6.2513 6.2513 9.8930 0.0000 0.0037 0.1517 Normal Soln
5556unda 2.9563 2.9563 7.7145 0.0000 0.0075 2.0506 Normal Soln
5663ova 38.1344 38.1344 50.0000 0.0000 0.0051 0.1213 Normal Soln
5663und 15.0089 15.0089 38.3364 0.0000 0.0041 2.2909 Normal Soln
6364ova 47.6082 47.6082 50.0000 0.0000 0.0063 0.0128 Normal Soln
6364und 13.7033 13.7033 28.2807 0.0000 -0.0945 19.5197 Normal Soln
6264ova 3.3962 3.3962 7.2940 0.0000 0.1005 0.6379 Normal Soln
6264unda 1.4539 1.4539 6.1999 347.4167 0.0001 10.2692 Normal Soln
The conduit with the smallest time step limitation was..6264unda
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L27
*==================================================*
| 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/ 0.03 / 102.86/ 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/ 0.08 / 92.93/
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/ 0.08 / 94.15/ 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/ 0.12 / 91.60/
N43/ 0.26 / 90.91/ N44/ 0.91 / 90.91/ N45/ 1.21 / 90.91/
N69/ 0.12 / 87.80/ N46/ 1.57 / 90.91/ N47/ 1.59 / 90.91/
N48/ 0.46 / 91.04/ N49/ 0.69 / 91.04/ N50/ 0.71 / 91.04/
N51/ 1.08 / 91.04/ N52/ 0.98 / 90.91/ N53/ 1.38 / 90.91/
N54/ 1.73 / 90.91/ 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/ 0.22 / 91.38/ N61/ 0.41 / 90.91/ N62/ 1.99 / 90.91/
N63/ 0.00 / 95.75/ N64/ 0.80 / 89.43/ N65/ 1.35 / 89.43/
N66/ 1.65 / 89.43/ N67/ 1.82 / 89.43/ N68/ 0.12 / 87.96/
D1/ 2.16 / 90.91/ N60.7/ 0.78 / 91.38/
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/ 0.01 / 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/ 0.02 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.02*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.04 /
4445/ 0.02 / 4546/ 0.03 / 4647/ 0.02 /
4754/ 0.03 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.04 /
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.03 / 6566/ 0.04 / 6667/ 0.03 /
L595/ 0.03 / L598/ 0.00 / 6768/ 0.04 /
5152/ 0.00 / 4950/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00*/ 6364und/ 0.00*/ 6264ova/ 0.03 /
6264unda/ 0.01 / FREE # 1/ 0.04 /
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/ 0.04 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.02 /
L24/ 0.13 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.04 / L28/ 0.07 / L29/ 0.03 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.42 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.09 / L39/ -0.06 / L41/ 0.14 /
4243/ 0.09 / 4344/ 0.01 / 6869/ 0.12 /
4445/ 0.00 / 4546/ 0.00 / 4647/ 0.00 /
4754/ 0.00 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00 / 5462/ 0.00 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.01 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.00 / 6566/ 0.00 / 6667/ 0.00 /
L595/ 0.00 / L598/ 0.03 / 6768/ 0.19 /
5152/ 0.06 / 4950/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.31 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.00 / 6264ova/ 0.17 /
6264unda/ 1.45 /
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/ 2.05 /
L10/ 5.89 / L11/ 10.51 / L12/ 12.67 /
L13/ 13.28 / L14/ 0.49 / L15/ 4.31 /
L24/ 0.99 / L25/ 1.32 / L26/ 0.99 /
L27/ 1.45 / L28/ 0.21 / L29/ 0.51 /
L30/ 2.60 / L31/ 2.23 / L32/ 0.91 /
L33/ 0.07 / L34/ 4.64 / L35/ 0.78 /
L36/ 0.54 / W2637/ 0.01 / L37/ 1.77 /
L38/ 2.28 / L39/ 2.40 / L41/ 2.04 /
4243/ 2.37 / 4344/ 10.39 / 6869/ 3.09 /
4445/ 18.12 / 4546/ 15.63 / 4647/ 12.53 /
4754/ 22.14 / 4849/ 10.17 / 5051/ 9.76 /
5253/ 11.07 / 5354/ 31.47 / 5462/ 36.89 /
5657/ 0.15 / 5758/ 0.45 / 5859/ 0.14 /
5960/ 4.09 / 6061/ 15.84 / 6162/ 9.09 /
6465/ 13.47 / 6566/ 18.90 / 6667/ 36.35 /
L595/ 43.01 / L598/ 0.73 / 6768/ 9.18 /
5152/ 0.64 / 4950/ 1.27 / 5556ova/ 0.01 /
5556unda/ 0.15 / 5663ova/ 0.03 / 5663und/ 0.15 /
6364ova/ 0.00 / 6364und/ 0.10 / 6264ova/ 7.44 /
6264unda/ 0.00 /
Junction/ EGL
N1/ 0.03 / 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/ 0.08 /
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/ 0.12 /
N43/ 0.26 / N44/ 0.91 / N45/ 1.21 /
N69/ 0.12 / N46/ 1.57 / N47/ 1.59 /
N48/ 0.46 / N49/ 0.69 / N50/ 0.71 /
N51/ 1.08 / N52/ 1.10 / N53/ 1.38 /
N54/ 1.73 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.22 / N61/ 0.82 / N62/ 1.99 /
N63/ 1.26 / N64/ 2.24 / N65/ 1.35 /
N66/ 1.65 / N67/ 1.82 / N68/ 1.55 /
D1/ 2.16 / N60.7/ 0.78 /
Junction/ Freeboard
N1/ 7.14 / 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/ 17.07 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.85 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.40 /
N43/ 19.09 / N44/ 19.09 / N45/ 19.09 /
N69/ 22.20 / N46/ 19.09 / N47/ 9.09 /
N48/ 7.96 / N49/ 7.96 / N50/ 7.96 /
N51/ 7.96 / N52/ 8.09 / N53/ 8.09 /
N54/ 8.09 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.62 / N61/ 8.09 / N62/ 8.09 /
N63/ 3.25 / N64/ 9.57 / N65/ 9.57 /
N66/ 9.57 / N67/ 9.57 / N68/ 11.04 /
D1/ 19.09 / N60.7/ 8.62 /
Junction/ Max Volume
N1/ 0.91 / N2/ 0.73 / N3/ 0.83 /
N4/ 1.10 / N5/ 1.06 / N6/ 0.76 /
N7/ 1.31 / N8/ 1.84 / N9/ 2.27 /
N10/ 1.93 / N11/ 0.97 / N12/ 1.57 /
N13/ 2.17 / N14/ 2.72 / N15/ 0.58 /
N24/ 0.77 / N25/ 0.74 / N26/ 1.15 /
N27/ 0.73 / N28/ 0.42 / N29/ 0.53 /
N30/ 0.55 / N31/ 0.91 / N32/ 1.29 /
N33/ 0.41 / N34/ 1.04 / N35/ 1.03 /
N36/ 0.76 / N37/ 1.18 / N38/ 1.47 /
N39/ 1.43 / N41/ 1.41 / N42/ 1.38 /
N43/ 1.28 / N44/ 1.77 / N45/ 1.98 /
N69/ 2.17 / N46/ 2.21 / N47/ 2.08 /
N48/ 0.90 / N49/ 1.09 / N50/ 1.10 /
N51/ 1.42 / N52/ 1.38 / N53/ 1.78 /
N54/ 2.13 / N55/ 1.14 / N56/ 1.15 /
N57/ 0.04 / N58/ 0.35 / N59/ 0.35 /
N60/ 0.33 / N61/ 0.84 / N62/ 2.38 /
N63/ 1.33 / N64/ 2.02 / N65/ 2.21 /
N66/ 2.31 / N67/ 2.41 / N68/ 2.17 /
D1/ 2.55 / N60.7/ 0.87 /
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 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.09 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.64 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.63 / L11/ 5.07 / L12/ 9.67 /
L13/ 11.86 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.07 / L26/ 0.06 /
L27/ 0.16 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.20 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.31 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.25 / L39/ 0.37 / L41/ 0.15 /
4243/ 0.26 / 4344/ 3.47 / 6869/ 0.30 /
4445/ 12.98 / 4546/ 10.99 / 4647/ 11.77 /
4754/ 20.53 / 4849/ 3.43 / 5051/ 6.57 /
5253/ 8.60 / 5354/ 37.80 / 5462/ 49.14 /
5657/ 0.00 / 5758/ 0.01 / 5859/ 0.00 /
5960/ 0.63 / 6061/ 5.60 / 6162/ 9.89 /
6465/ 6.57 / 6566/ 13.87 / 6667/ 34.62 /
L595/ 59.44 / L598/ 0.01 / 6768/ 0.20 /
5152/ 0.02 / 4950/ 0.03 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.07 / 6264ova/ 0.15 /
6264unda/ 0.00 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.67 / L6/ 18.90 /
L7/ 69.68 / L8/ 143.60 / L9/ 0.32 /
L10/ 26.34 / L11/ 83.61 / L12/ 159.56 /
L13/ 207.57 / L14/ 0.30 / L15/ 4.19 /
L24/ 0.82 / L25/ 1.05 / L26/ 0.89 /
L27/ 2.26 / L28/ 1.95 / L29/ 5.89 /
L30/ 29.37 / L31/ 12.44 / L32/ 1.29 /
L33/ 0.01 / L34/ 5.34 / L35/ 1.29 /
L36/ 0.66 / W2637/ 0.00 / L37/ 4.26 /
L38/ 3.45 / L39/ 3.75 / L41/ 8.23 /
4243/ 15.47 / 4344/ 173.33 / 6869/ 5.95 /
4445/ 428.47 / 4546/ 274.74 / 4647/ 235.36 /
4754/ 636.47 / 4849/ 41.18 / 5051/ 124.84 /
5253/ 171.91 / 5354/ 1096.19 / 5462/ 589.70 /
5657/ 0.00 / 5758/ 0.34 / 5859/ 0.09 /
5960/ 10.63 / 6061/ 61.58 / 6162/ 296.66 /
6465/ 210.27 / 6566/ 485.60 / 6667/ 1730.75 /
L595/ 356.65 / L598/ 0.05 / 6768/ 1.96 /
5152/ 0.10 / 4950/ 0.19 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 7.94 / 6264ova/ 1.49 /
6264unda/ 0.04 /
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/ 0.85 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.03 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.06 / 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/ 0.09 / 4344/ 0.24 / 6869/ 0.09 /
4445/ 0.70 / 4546/ 0.67 / 4647/ 0.88 /
4754/ 0.91 / 4849/ 0.33 / 5051/ 0.64 /
5253/ 0.74 / 5354/ 1.18 / 5462/ 1.31 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.07 / 6061/ 0.31 / 6162/ 0.65 /
6465/ 0.44 / 6566/ 0.69 / 6667/ 0.94 /
L595/ 1.36 / L598/ 0.00 / 6768/ 0.02 /
5152/ 0.00 / 4950/ 0.01 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.05 / 6264ova/ 0.01 /
6264unda/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.86/ 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/ 92.93 L26/ 92.93/ 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/ 94.15/
L33/ 97.52/ 97.12 L34/ 94.15/ 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/ 91.60/
4243/ 91.60/ 90.91 4344/ 90.91/ 90.91 6869/ 87.96/ 87.80/
4445/ 90.91/ 90.91 4546/ 90.91/ 90.91 4647/ 90.91/ 90.91/
4754/ 90.91/ 90.91 4849/ 91.04/ 91.04 5051/ 91.04/ 91.04/
5253/ 90.91/ 90.91 5354/ 90.91/ 90.91 5462/ 90.91/ 90.91/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.38 6061/ 91.38/ 91.38 6162/ 90.91/ 90.91/
6465/ 89.43/ 89.43 6566/ 89.43/ 89.43 6667/ 89.43/ 89.43/
L595/ 90.91/ 90.91 L598/ 91.38/ 91.32 6768/ 89.43/ 89.39/
5152/ 91.04/ 91.03 4950/ 91.04/ 91.04 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.01/
6364ova/ 89.43/ 89.43 6364und/ 95.75/ 89.43 6264ova/ 90.91/ 90.87/
6264unda/ 90.91/ 89.43
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 18510
Total number of time steps during simulation.... 16886
Ratio of actual # of time steps / NTCYC......... 3.909
Average number of iterations per time step...... 1.096
Average time step size(seconds)................ 1.279
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 1.552
Average minimum implicit time step (sec)........ 1.516
Average minimum junction time step (sec)........ 1.516
Average Courant Factor Tf....................... 1.516
Number of times omega reduced................... 1205
*=========================================================*
| 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 18547 0 7 0 0 0
N2 0 1.10 18568 7 14 1 0 0
N3 0 1.09 18431 0 8 0 0 0
N4 0 1.11 18661 0 6 0 0 0
N5 0 1.14 19247 0 12 1 0 0
N6 0 1.40 23615 0 12 1 0 0
N7 0 1.97 33328 0 15 1 0 0
N8 0 2.60 43970 117 12 27 0 0
N9 0 2.01 33889 38 11 14 0 0
N10 0 1.09 18465 2 8 0 0 0
N11 0 1.39 23415 0 31 2 1 0
N12 0 1.95 32954 0 29 2 1 0
N13 0 2.35 39752 1 22 5 0 0
N14 0 1.87 31611 4 12 4 0 0
N15 0 1.08 18208 0 7 0 0 0
N24 0 1.09 18406 0 14 1 0 0
N25 0 1.08 18174 0 7 0 0 0
N26 0 1.20 20312 1 10 1 0 0
N27 0 1.09 18388 0 7 0 0 0
N28 0 1.05 17674 0 5 0 0 0
N29 0 1.10 18528 1 13 1 0 0
N30 0 1.10 18491 0 14 1 0 0
N31 0 1.06 17916 0 15 2 0 0
N32 0 1.08 18203 0 7 0 0 0
N33 0 1.09 18365 0 7 0 0 0
N34 0 1.10 18580 0 9 0 0 0
N35 0 1.09 18484 0 6 0 0 0
N36 0 1.08 18204 0 7 0 0 0
N37 0 1.15 19348 6 8 0 0 0
N38 0 1.14 19320 0 19 1 0 0
N39 0 1.09 18323 0 9 0 0 0
N41 0 1.10 18582 0 9 0 0 0
N42 0 1.13 19046 2 18 2 0 0
N43 0 1.12 18970 0 7 0 0 0
N44 0 1.15 19492 0 7 0 0 0
N45 0 1.26 21321 0 6 0 0 0
N69 0 1.13 19066 5 8 0 0 0
N46 0 1.51 25480 0 7 0 0 0
N47 0 1.49 25107 0 6 0 0 0
N48 0 1.62 27287 0 10 1 0 0
N49 0 1.68 28436 0 10 2 0 0
N50 0 1.62 27302 1 9 0 0 0
N51 0 1.66 28073 1 15 4 0 0
N52 0 1.52 25624 0 7 0 0 0
N53 0 2.32 39115 2 9 0 0 0
N54 0 2.54 42939 0 9 0 0 0
N55 0 1.11 18807 0 10 1 0 0
N56 0 1.24 20932 2 18 2 0 0
N57 0 1.09 18379 0 6 0 0 0
N58 0 1.07 18147 0 31 1 1 0
N59 0 1.09 18402 1 7 0 0 0
N60 0 1.56 26417 3 8 0 0 0
N61 0 1.53 25792 0 7 0 0 0
N62 0 2.70 45578 261 20 285 0 0
N63 0 1.60 27024 349 47 352 14 1
N64 0 1.42 23896 13 25 103 1 0
N65 0 1.16 19583 0 7 0 0 0
N66 0 1.22 20556 0 7 0 0 0
N67 0 1.16 19538 0 9 0 0 0
N68 0 1.06 17888 0 7 0 0 0
D1 0 2.22 37403 387 17 331 0 0
N60.7 0 1.47 24817 1 14 2 0 0
Total number of iterations for all junctions.. 1458376
Minimum number of possible iterations......... 1046932
Efficiency of the simulation.................. 1.39
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 103.7360 0 25 0.0000 6.2640 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.4399 0 25 0.0000 7.5601 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.2112 0 25 0.0000 8.7888 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5640 0 25 0.0000 9.4360 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0975 0 25 0.0000 9.9025 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6166 0 25 0.0000 10.3834 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6377 0 25 0.0000 10.3623 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6396 0 25 0.0000 10.3604 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6403 0 25 0.0000 10.3597 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9331 0 25 0.0000 11.0669 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6670 0 25 0.0000 12.3330 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6711 0 25 0.0000 12.3289 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6730 0 25 0.0000 12.3270 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6739 0 25 0.0000 12.3261 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 95.0376 0 25 0.0000 14.9624 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.8036 0 26 0.0000 15.1964 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.3295 0 25 0.0000 15.6705 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 94.0013 0 25 0.0000 15.9987 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.4749 0 27 0.0000 16.5251 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.9239 0 26 0.0000 9.0761 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 114.0287 0 27 0.0000 5.9713 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0464 0 31 0.0000 3.9536 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.4055 0 30 0.0000 11.5945 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0887 0 33 0.0000 13.9113 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9235 0 25 0.0000 12.0765 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.1131 0 33 0.0000 14.8869 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 95.0036 0 34 0.0000 14.9964 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7429 0 34 0.0000 16.2571 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.4857 0 27 0.0000 16.5143 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.4687 0 27 0.0000 16.5313 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.4075 0 27 0.0000 16.5925 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.2889 0 28 0.0000 16.7111 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.8628 0 28 0.0000 17.1372 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.9349 0 32 0.0000 18.0651 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.7686 0 33 0.0000 18.2314 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.6783 0 33 0.0000 18.3217 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.8531 0 38 0.0000 20.1469 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.5514 0 33 0.0000 18.4486 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.4009 0 33 0.0000 8.5991 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.4769 0 25 0.0000 7.5231 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.4388 0 25 0.0000 7.5612 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.4257 0 25 0.0000 7.5743 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.3836 0 25 0.0000 7.6164 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.3093 0 33 0.0000 7.6907 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.3094 0 33 0.0000 7.6906 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.3088 0 33 0.0000 7.6912 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0564 0 25 0.0000 9.9436 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5547 0 25 0.0000 10.4453 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2655 0 25 0.0000 10.7345 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.7942 0 26 0.0000 6.2058 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.9550 0 26 0.0000 7.0450 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.4863 0 26 0.0000 7.5137 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.3443 0 26 0.0000 7.6557 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.3012 0 33 0.0000 7.6988 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0765 0 25 0.0000 1.9235 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 90.6459 0 35 0.0000 8.3541 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 90.2918 0 36 0.0000 8.7082 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 90.0904 0 38 0.0000 8.9096 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 90.0248 0 38 0.0148 8.9752 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 90.0134 0 38 0.0000 8.9866 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.2982 0 33 0.0000 18.7018 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.4677 0 26 0.0000 8.5323 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 1.7732 0 25 1.0970 0 25 0.0745 103.7360 102.4399 .4530 .3649
L2 31.3792 2.1255 2000.000 1.7653 0 25 0.9842 0 25 0.0563 102.4399 101.2112 .3649 .4156
L3 21.1637 1.3610 2000.000 1.7531 0 25 0.6356 0 25 0.0828 101.2112 100.5640 .4156 .5520
L4 14.8201 1.0611 2000.000 3.3357 0 25 0.7572 0 25 0.2251 100.5639 100.0975 .5520 .5288
L5 14.1212 0.8828 2000.000 3.3206 0 25 0.8766 0 25 0.2352 100.0975 99.6166 .5288 .3783
L6 107.6004 6.2303 2000.000 3.3670 0 25 0.7645 0 25 0.0313 99.6164 99.6378 .3782 .6539
L7 212.9831 7.4760 2500.000 3.3719 0 25 0.2942 0 25 0.0158 99.6377 99.6396 .5231 .7358
L8 226.7844 7.2108 2500.000 3.8416 0 25 0.1783 0 25 0.0169 99.6396 99.6403 .7358 .9081
L9 5.4768 0.2939 750.0000 3.7298 0 25 0.5925 0 25 0.6810 99.6403 99.4322 .5604 .2963
L10 230.8083 6.4929 2000.000 3.7293 0 25 0.5973 0 26 0.0162 98.9331 97.6670 .1165 .4835
L11 134.5580 5.4433 2000.000 3.7526 0 25 0.3746 0 26 0.0279 97.6670 97.6711 .4835 .7855
L12 167.9513 6.1268 2500.000 3.8137 0 25 0.2502 0 25 0.0227 97.6711 97.6730 .6284 .8692
L13 106.1819 4.1023 2750.000 5.1872 0 25 0.2812 0 25 0.0489 97.6730 97.6739 .7902 .9905
L14 3.7006 0.2681 800.0000 5.1518 0 25 0.9287 0 25 1.3922 97.6739 97.5366 .6674 .5082
L15 41.4767 1.7780 1500.000 5.1457 0 25 0.7135 0 25 0.1241 95.0376 94.8036 .3851 .5157
L24 46.8109 1.7908 2000.000 5.1192 0 26 0.8825 0 26 0.1094 94.8036 94.3295 .3868 .3697
L25 97.5504 2.8620 2500.000 6.6223 0 25 0.8493 0 25 0.0679 94.3295 94.0013 .2958 .4605
L26 39.8090 1.2386 3000.000 6.2082 0 26 1.2157 0 25 0.1559 94.0013 93.4749 .3838 .2450
L27 416.5903 6.9969 3500.000 6.1402 0 26 1.0015 0 14 0.0147 93.4749 93.4687 .2100 .4196
L28 142.9406 2.4129 2000.000 1.6202 0 26 0.7895 0 43 0.0113 120.9239 114.0287 .2120 .2644
L29 111.2914 2.2238 2000.000 2.9658 0 28 1.0928 0 23 0.0266 114.0287 106.0464 .2644 .2732
L30 121.4510 2.4983 2000.000 4.0412 0 31 0.7102 0 20 0.0333 106.0464 98.4055 .2732 .4528
L31 81.3908 1.8198 2000.000 5.6424 0 30 0.5608 0 15 0.0693 98.4055 96.0887 .4528 .6444
L32 10.6189 1.0497 1500.000 5.9075 0 33 1.0372 0 33 0.5563 96.0887 95.1131 .8592 .6954
L33 13.2107 0.8025 900.0000 0.6382 0 25 0.4112 0 25 0.0483 97.9235 97.3596 .4595 .2662
L34 27.1462 0.7567 2000.000 6.2112 0 33 0.4592 0 33 0.2288 95.1131 95.0036 .5215 .5168
L35 151.1332 2.3985 2800.000 6.2097 0 34 0.8816 0 34 0.0411 95.0036 93.7429 .3691 .2725
L36 604.2278 7.2058 3400.000 6.4720 0 34 1.4634 0 14 0.0107 93.7429 93.4857 .2244 .3458
W2637 41.0450 1.2356 2000.000 0.4054 0 25 0.3931 0 26 0.0099 94.0013 93.7493 .1406 .0646
L37 268.7941 4.1638 3600.000 6.5839 0 33 0.6574 0 42 0.0245 93.4857 93.4687 .3266 .4080
L38 20.3679 0.8611 2000.000 12.0889 0 27 0.9546 0 25 0.5935 93.4687 93.4075 .7343 .7137
L39 220.6626 2.1612 4000.000 -12.0531 0 27 -0.9046 0 26 -0.0546 93.4075 93.2889 .3069 .3272
L41 24.3580 0.8853 2000.000 12.0004 0 28 0.7853 0 28 0.4927 93.2889 92.8628 .7044 .6914
4243 57.3946 1.4914 2000.000 12.7339 0 29 0.7937 0 27 0.2219 92.8628 91.9349 .6914 .6424
4344 63.4676 1.6533 2000.000 12.2628 0 30 0.7238 0 18 0.1932 91.9349 91.7686 .6424 .8843
6869 43.1813 0.6276 2800.000 17.0115 See the original
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