Original source · versioned page text
d5y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:42.
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 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 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 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 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 54.8120 0.0418
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
L598 1.4897 0.0167
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
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| 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 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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 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
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| 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 18.5211 46.3028 855.0000
N2 19.7449 49.3624 0.0000
N3 50.0000 50.0000 0.0000
N4 44.7927 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 21.4374 50.0000 0.0000
N12 22.9599 50.0000 0.0000
N13 48.7586 50.0000 0.0000
N14 37.3126 50.0000 0.0000
N15 7.1571 17.8927 0.0000
N24 19.2201 48.0502 0.0000
N25 35.7368 50.0000 0.0000
N26 29.5121 50.0000 0.0000
N27 50.0000 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 37.4987 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 31.0533 50.0000 0.0000
N35 32.7779 50.0000 0.0000
N36 42.6384 50.0000 0.0000
N37 26.8735 50.0000 0.0000
N38 32.4726 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 26.4191 50.0000 0.0000
N42 20.5693 50.0000 0.0000
N43 45.9163 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N45 41.1945 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 25.5907 50.0000 0.0000
N47 32.1465 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 43.3566 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 24.0953 50.0000 0.0000
N52 37.2357 50.0000 0.0000
N53 18.1134 45.2835 0.0000
N54 33.7130 50.0000 0.0000
N55 0.8063 2.0158 19340.0000
N56 1.7679 4.4199 10.0000
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 50.0000 50.0000 0.0000
N62 36.8105 50.0000 0.0000
N63 0.6669 1.6672 1395.0000
N64 26.1814 50.0000 0.0000
N65 36.0358 50.0000 0.0000
N66 32.5381 50.0000 0.0000
N67 14.7776 36.9439 0.0000
N68 10.9398 27.3494 0.0000
D1 12.0740 30.1849 0.0000
N60.7 33.3967 50.0000 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 3.9215 3.9215 11.0020 0.0833 0.0050 0.0763 Normal Soln
L2 4.3235 4.3235 13.1384 0.0000 0.0054 0.0552 Normal Soln
L3 6.5402 6.5402 30.1492 0.0000 0.0066 0.0811 Normal Soln
L4 5.9841 5.9841 25.7468 0.0000 0.0085 0.2249 Normal Soln
L5 3.7198 3.7198 15.7311 0.0000 0.0072 0.2748 Normal Soln
L6 3.8933 3.8933 22.9333 0.0000 0.0108 0.0734 Normal Soln
L7 3.6268 3.6268 50.0000 3.7500 0.0140 0.0508 Normal Soln
L8 3.0730 3.0730 50.0000 218.4167 0.0219 0.0698 Normal Soln
L9 5.9213 5.9213 23.4344 0.0000 0.0083 0.6819 Normal Soln
L10 4.1025 4.1025 29.2018 3.8333 0.0115 0.0162 Normal Soln
L11 6.1322 6.1322 50.0000 0.0000 0.0511 0.0495 Normal Soln
L12 5.2542 5.2542 50.0000 0.0000 0.0660 0.0596 Normal Soln
L13 5.7574 5.7574 50.0000 0.0000 0.0849 0.1111 Normal Soln
L14 4.4652 4.4652 15.4125 0.0000 0.0468 1.3954 Normal Soln
L15 5.3625 5.3625 24.4397 0.0000 0.0556 0.1223 Normal Soln
L24 8.1895 8.1895 28.6257 0.0000 0.0419 0.1078 Normal Soln
L25 5.7760 5.7760 25.2999 0.0000 0.0355 0.0668 Normal Soln
L26 4.7816 4.7816 15.3015 0.0000 0.0251 0.1636 Normal Soln
L27 4.8778 4.8778 17.7632 0.0000 0.0336 0.0156 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0043 0.0106 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0049 0.0273 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0083 0.0320 Normal Soln
L31 38.0440 38.0440 50.0000 0.0000 0.0153 0.0702 Normal Soln
L32 6.9136 6.9136 22.9844 0.0000 0.0093 0.5766 Normal Soln
L33 6.8765 6.8765 27.8684 0.0000 0.0026 0.0563 Normal Soln
L34 6.8801 6.8801 50.0000 0.0000 0.0141 0.2430 Normal Soln
L35 9.4678 9.4678 30.1704 0.0000 0.0164 0.0436 Normal Soln
L36 6.2717 6.2717 12.4171 0.0000 0.0163 0.0111 Normal Soln
W2637 14.9566 14.9566 50.0000 0.0000 0.0001 0.0001 Normal Soln
L37 8.4071 8.4071 42.6248 0.0000 0.0140 0.0254 Normal Soln
L38 4.5275 4.5275 16.5466 0.0000 0.0342 0.6137 Normal Soln
L39 3.1570 3.1570 12.9637 0.0000 -0.0384 0.0566 Normal Soln
L41 17.1043 17.1043 50.0000 0.0000 0.0283 0.5119 Normal Soln
4243 21.9507 21.9507 50.0000 0.0000 0.0244 0.2230 Normal Soln
4344 17.8493 17.8493 50.0000 0.0000 0.0226 0.2011 Normal Soln
6869 6.0099 6.0099 39.1255 0.0000 0.0115 0.3123 Normal Soln
4445 10.7378 10.7378 50.0000 0.0000 0.0287 0.1482 Normal Soln
4546 7.9983 7.9983 23.8654 0.0000 0.0324 0.1364 Normal Soln
4647 5.7095 5.7095 19.9412 0.0000 0.0321 0.6452 Normal Soln
4754 9.7553 9.7553 36.8026 0.0000 0.0325 0.1861 Normal Soln
4849 5.4406 5.4406 13.7123 0.0000 0.0052 0.0312 Normal Soln
5051 7.8572 7.8572 20.3195 0.0000 -0.0098 0.0665 Normal Soln
5253 6.9241 6.9241 12.7515 0.0000 -0.0150 0.0520 Normal Soln
5354 8.8536 8.8536 50.0000 0.0000 0.0216 0.0481 Normal Soln
5462 3.3081 3.3081 43.9018 0.0000 0.0440 0.1453 Normal Soln
5657 10.2512 10.2512 23.3764 0.0000 -0.0016 0.0008 Normal Soln
5758 48.1535 48.1535 50.0000 0.0000 0.0007 0.0006 Normal Soln
5859 10.6697 10.6697 27.8850 0.0000 0.0027 0.0333 Normal Soln
5960 10.9318 10.9318 26.6540 0.0000 0.0024 0.0314 Normal Soln
6061 7.7694 7.7694 29.7100 0.0000 0.0026 0.0157 Normal Soln
6162 9.8304 9.8304 22.5583 0.0000 0.0034 0.0138 Normal Soln
6465 10.2055 10.2055 34.8765 0.0000 0.0307 0.1465 Normal Soln
6566 10.4159 10.4159 49.5794 0.0000 0.0376 0.2320 Normal Soln
6667 14.7045 14.7045 50.0000 0.0000 -0.0224 0.2820 Normal Soln
L595 1.6101 1.6101 42.6123 0.0000 0.0651 0.3452 Normal Soln
L598 2.0769 2.0769 7.0681 10.0000 0.0022 0.6052 Normal Soln
5556ova 7.5588 7.5588 12.2525 0.0000 0.0025 0.0491 Normal Soln
5556unda 3.0968 3.0968 8.2744 0.0000 -0.0081 1.9075 Normal Soln
5663ova 42.6277 42.6277 50.0000 0.0000 0.0018 0.0844 Normal Soln
5663und 15.1188 15.1188 38.5722 0.0000 0.0046 2.2791 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0022 0.0037 Normal Soln
6364und 14.7604 14.7604 28.2246 0.0000 -0.0331 2.0556 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.1743 1.1743 2.7834 49.7500 0.0073 1.8721 Normal Soln
6768ova 4.8539 4.8539 11.0399 0.0000 0.0112 0.2942 Normal Soln
6768und 1.4959 1.4959 4.1981 74.1667 0.0051 1.4585 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.5895 2.5895 9.5513 0.0000 -0.0027 0.6257 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 2.0271 2.0271 7.0568 0.0000 0.0045 0.4327 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................5663und
The conduit with the largest flow change in any
consecutive time step...................................L13
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.12 / 92.00/ N42/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.08 / 87.76/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.15 / 88.23/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/ 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/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 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*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00*/ FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.39 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.11 /
4754/ 0.23 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.11 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.34 / 6566/ 0.18 / 6667/ 0.04 /
L595/ 0.08 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.30 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.37 / 6768ova/ 0.00 / 6768und/ 0.53 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.77 / L8/ 16.94 / L9/ 2.02 /
L10/ 5.87 / L11/ 10.47 / L12/ 12.65 /
L13/ 13.25 / L14/ 0.48 / L15/ 4.26 /
L24/ 0.95 / L25/ 1.27 / L26/ 0.95 /
L27/ 1.42 / L28/ 0.20 / L29/ 0.47 /
L30/ 2.43 / L31/ 2.13 / L32/ 0.86 /
L33/ 0.07 / L34/ 4.30 / L35/ 0.73 /
L36/ 0.49 / W2637/ 0.01 / L37/ 1.70 /
L38/ 2.24 / L39/ 2.37 / L41/ 1.99 /
4243/ 1.46 / 4344/ 1.43 / 6869/ 2.52 /
4445/ 2.52 / 4546/ 0.74 / 4647/ 2.34 /
4754/ 1.46 / 4849/ 0.24 / 5051/ 0.21 /
5253/ 0.18 / 5354/ 1.37 / 5462/ 2.79 /
5657/ 0.16 / 5758/ 0.25 / 5859/ 0.07 /
5960/ 0.11 / 6061/ 0.13 / 6162/ 0.04 /
6465/ 0.91 / 6566/ 1.35 / 6667/ 4.20 /
L595/ 3.75 / L598/ 1.20 / 5556ova/ 0.01 /
5556unda/ 0.15 / 5663ova/ 0.04 / 5663und/ 0.15 /
6364ova/ 0.12 / 6364und/ 0.28 / 6264ova/ 0.00 /
6264und/ 0.55 / 6768ova/ 0.02 / 6768und/ 0.52 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.08 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.06 / N50/ 0.00 /
N51/ 0.11 / 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/ 0.02 /
N63/ 1.26 / N64/ 0.13 / N65/ 0.15 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.00 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.24 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.77 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.71 / N2/ 0.56 / N3/ 0.64 /
N4/ 0.85 / N5/ 0.81 / N6/ 0.68 /
N7/ 1.22 / N8/ 1.75 / N9/ 2.18 /
N10/ 1.85 / N11/ 0.90 / N12/ 1.50 /
N13/ 2.10 / N14/ 2.65 / N15/ 0.40 /
N24/ 0.60 / N25/ 0.54 / N26/ 0.90 /
N27/ 0.51 / N28/ 0.28 / N29/ 0.36 /
N30/ 0.37 / N31/ 0.63 / N32/ 0.97 /
N33/ 0.34 / N34/ 0.86 / N35/ 0.89 /
N36/ 0.66 / N37/ 0.84 / N38/ 1.13 /
N39/ 1.09 / N41/ 1.06 / N42/ 1.09 /
N43/ 1.02 / N44/ 0.88 / N45/ 1.13 /
N69/ 1.46 / N46/ 1.44 / N47/ 1.44 /
N48/ 0.35 / N49/ 0.41 / N50/ 0.43 /
N51/ 0.79 / N52/ 0.82 / N53/ 1.22 /
N54/ 1.57 / N55/ 1.06 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.12 / N59/ 0.16 /
N60/ 0.10 / N61/ 0.42 / N62/ 1.83 /
N63/ 1.30 / N64/ 1.05 / N65/ 1.56 /
N66/ 1.85 / N67/ 2.01 / N68/ 1.46 /
D1/ 2.00 / N60.7/ 0.38 /
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/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.03 / L12/ 9.63 /
L13/ 11.82 / L14/ 0.03 / L15/ 0.31 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.28 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.09 / 4344/ 0.09 / 6869/ 0.23 /
4445/ 0.17 / 4546/ 0.06 / 4647/ 0.19 /
4754/ 0.10 / 4849/ 0.01 / 5051/ 0.02 /
5253/ 0.01 / 5354/ 0.11 / 5462/ 0.21 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.07 / 6566/ 0.13 / 6667/ 0.67 /
L595/ 0.28 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.02 / 6264ova/ 0.00 /
6264und/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.35 / L5/ 5.66 / L6/ 18.87 /
L7/ 69.61 / L8/ 143.51 / L9/ 0.30 /
L10/ 26.15 / L11/ 83.06 / L12/ 158.92 /
L13/ 206.84 / L14/ 0.29 / L15/ 4.09 /
L24/ 0.77 / L25/ 1.01 / L26/ 0.86 /
L27/ 2.18 / L28/ 1.87 / L29/ 5.43 /
L30/ 27.40 / L31/ 11.75 / L32/ 1.17 /
L33/ 0.01 / L34/ 4.86 / L35/ 1.15 /
L36/ 0.60 / W2637/ 0.00 / L37/ 4.06 /
L38/ 3.34 / L39/ 3.66 / L41/ 7.40 /
4243/ 5.54 / 4344/ 4.26 / 6869/ 4.66 /
4445/ 5.70 / 4546/ 1.39 / 4647/ 3.75 /
4754/ 3.00 / 4849/ 0.13 / 5051/ 0.31 /
5253/ 0.17 / 5354/ 3.32 / 5462/ 2.50 /
5657/ 0.00 / 5758/ 0.19 / 5859/ 0.04 /
5960/ 0.05 / 6061/ 0.03 / 6162/ 0.05 /
6465/ 2.20 / 6566/ 4.67 / 6667/ 33.56 /
L595/ 1.68 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 1.81 / 6264ova/ 0.00 /
6264und/ 0.56 / 6768ova/ 0.00 / 6768und/ 0.44 /
4950ova/ 0.00 / 4950und/ 0.07 / 5152ova/ 0.00 /
5152und/ 0.12 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
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/ 0.09 / 6667/ 0.15 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.03 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 92.00/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.76/
4445/ 90.09/ 89.83 4546/ 89.83/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.28 5462/ 89.28/ 88.94/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.50/ 88.94/
6465/ 88.75/ 88.23 6566/ 88.23/ 88.00 6667/ 88.00/ 87.99/
L595/ 88.94/ 88.78 L598/ 90.60/ 90.50 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/ 88.78/ 88.75 6768ova/ 87.94/ 87.94 6768und/ 87.99/ 87.94/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 11632
Total number of time steps during simulation.... 10761
Ratio of actual # of time steps / NTCYC......... 2.491
Average number of iterations per time step...... 1.081
Average time step size(seconds)................ 2.007
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.957
Average minimum implicit time step (sec)........ 2.663
Average minimum junction time step (sec)........ 2.663
Average Courant Factor Tf....................... 2.663
Number of times omega reduced................... 168
*=========================================================*
| 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 1.11 11953 0 8 0 0 0
N2 0 1.12 12059 2 6 0 0 0
N3 0 1.10 11841 0 8 0 0 0
N4 0 1.13 12198 0 5 0 0 0
N5 0 1.24 13297 0 12 1 0 0
N6 0 1.53 16433 0 10 1 0 0
N7 0 2.29 24643 0 13 7 0 0
N8 0 3.03 32624 119 17 48 0 0
N9 0 2.41 25919 0 13 20 0 0
N10 0 1.11 11928 0 7 0 0 0
N11 0 1.68 18120 0 31 1 1 0
N12 0 2.45 26385 0 8 0 0 0
N13 0 2.84 30564 0 24 1 0 0
N14 0 2.27 24384 0 10 1 0 0
N15 0 1.10 11875 0 7 0 0 0
N24 0 1.12 12002 1 14 1 0 0
N25 0 1.11 11935 0 6 0 0 0
N26 0 1.19 12827 0 10 1 0 0
N27 0 1.14 12255 0 6 0 0 0
N28 0 1.07 11544 0 5 0 0 0
N29 0 1.11 11955 0 13 1 0 0
N30 0 1.15 12403 0 14 1 0 0
N31 0 1.10 11793 0 15 2 0 0
N32 0 1.12 12009 0 7 0 0 0
N33 0 1.09 11774 0 7 0 0 0
N34 0 1.18 12684 1 6 0 0 0
N35 0 1.24 13387 0 6 0 0 0
N36 0 1.13 12141 0 6 0 0 0
N37 0 1.16 12432 0 7 0 0 0
N38 0 1.22 13078 0 19 1 0 0
N39 0 1.16 12484 0 9 0 0 0
N41 0 1.20 12924 1 9 0 0 0
N42 0 1.19 12783 2 18 1 0 0
N43 0 1.18 12731 0 6 0 0 0
N44 0 1.18 12663 0 6 0 0 0
N45 0 1.16 12477 0 6 0 0 0
N69 0 1.28 13768 1 8 0 0 0
N46 0 1.18 12695 0 6 0 0 0
N47 0 1.18 12658 0 6 0 0 0
N48 0 1.09 11704 0 7 0 0 0
N49 0 1.21 13071 0 7 0 0 0
N50 0 1.23 13241 0 6 0 0 0
N51 0 1.50 16131 1 8 0 0 0
N52 0 1.48 15941 0 6 0 0 0
N53 0 1.79 19272 0 6 0 0 0
N54 0 1.92 20676 0 7 0 0 0
N55 0 1.12 12071 2 7 0 0 0
N56 0 1.18 12724 1 10 1 0 0
N57 0 1.01 10888 0 4 0 0 0
N58 0 1.06 11378 0 30 1 1 0
N59 0 1.08 11635 0 7 0 0 0
N60 0 1.09 11688 0 6 0 0 0
N61 0 1.08 11671 0 5 0 0 0
N62 0 2.31 24858 0 16 1 0 0
N63 0 1.27 13649 2 22 1 0 0
N64 0 1.17 12633 0 18 1 0 0
N65 0 1.16 12477 0 6 0 0 0
N66 0 1.24 13294 0 6 0 0 0
N67 0 1.37 14736 0 8 0 0 0
N68 0 1.26 13577 0 6 0 0 0
D1 0 1.94 20832 34 8 0 0 0
N60.7 0 1.12 12053 1 13 2 0 0
Total number of iterations for all junctions.. 913825
Minimum number of possible iterations......... 667182
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 103.5381 0 25 0.0000 6.4619 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2659 0 25 0.0000 7.7341 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0161 0 25 0.0000 8.9839 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3104 0 25 0.0000 9.6896 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8488 0 25 0.0000 10.1512 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5379 0 25 0.0000 10.4621 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5463 0 26 0.0000 10.4537 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5472 0 26 0.0000 10.4528 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5476 0 26 0.0000 10.4524 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8537 0 26 0.0000 11.1463 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5990 0 25 0.0000 12.4010 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6003 0 26 0.0000 12.3997 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6007 0 25 0.0000 12.3993 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6011 0 26 0.0000 12.3989 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8588 0 26 0.0000 15.1412 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6337 0 26 0.0000 15.3663 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1336 0 26 0.0000 15.8664 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7460 0 26 0.0000 16.2540 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2494 0 26 0.0000 16.7506 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7835 0 26 0.0000 9.2165 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8629 0 26 0.0000 6.1371 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8666 0 30 0.0000 4.1334 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1300 0 29 0.0000 11.8700 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7723 0 31 0.0000 14.2277 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8515 0 25 0.0000 12.1485 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9326 0 32 0.0000 15.0674 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8644 0 32 0.0000 15.1356 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6400 0 32 0.0000 16.3600 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1513 0 29 0.0000 16.8487 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1326 0 29 0.0000 16.8674 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.0669 0 29 0.0000 16.9331 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9421 0 29 0.0000 17.0579 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.5733 0 31 0.0000 17.4267 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.6707 0 32 0.0000 18.3293 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8801 0 42 0.0000 19.1199 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.8312 0 43 0.0000 19.1688 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.1364 0 46 0.0000 20.8636 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.7783 0 45 0.0000 19.2217 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.7600 0 45 0.0000 9.2400 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9255 0 25 0.0000 8.0745 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.7584 0 45 0.0000 8.2416 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.7552 0 45 0.0000 8.2448 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.7538 0 45 0.0000 8.2462 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.7528 0 45 0.0000 8.2472 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.7528 0 45 0.0000 8.2472 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.7527 0 45 0.0000 8.2473 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9820 0 25 0.0000 10.0180 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5363 0 25 0.0000 10.4637 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2351 0 26 0.0000 10.7649 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5610 0 25 0.0000 6.4390 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7600 0 25 0.0000 7.2400 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2609 0 25 0.0000 7.7391 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9249 0 26 0.0000 8.0751 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.7521 0 45 0.0000 8.2479 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0478 0 25 0.0000 1.9522 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6796 0 45 0.0000 9.3204 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6435 0 45 0.0000 9.3565 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6272 0 45 0.0000 9.3728 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6175 0 46 0.0000 9.3825 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.2964 0 46 0.0000 9.7036 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.7522 0 45 0.0000 19.2478 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 90.9824 0 26 0.0000 9.0176 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 0.8697 0 25 0.9544 0 25 0.0366 103.5381 102.2659 .3540 .2779
L2 31.3792 2.1255 2000.000 0.8655 0 25 0.8376 0 25 0.0276 102.2659 101.0161 .2779 .3181
L3 21.1637 1.3610 2000.000 0.8578 0 25 0.5307 0 25 0.0405 101.0161 100.3104 .3181 .4252
L4 14.8201 1.0611 2000.000 1.6552 0 25 0.6216 0 25 0.1117 100.3104 99.8488 .4252 .4044
L5 14.1212 0.8828 2000.000 1.6468 0 25 0.6357 0 25 0.1166 99.8488 99.5379 .4044 .3390
L6 107.6004 6.2310 2000.000 1.6538 0 25 0.4450 0 25 0.0154 99.5379 99.5463 .3390 .6081
L7 212.9831 7.4760 2500.000 1.6499 0 26 0.1615 0 26 0.0077 99.5463 99.5472 .4865 .6989
L8 226.7844 7.2108 2500.000 1.8600 0 26 0.0941 0 26 0.0082 99.5472 99.5476 .6989 .8710
L9 5.4768 0.2939 750.0000 1.8414 0 26 0.4275 0 26 0.3362 99.5476 99.3832 .4367 .2309
L10 230.8083 6.4942 2000.000 1.8360 0 26 0.3426 0 26 0.0080 98.8537 97.5990 .0768 .4495
L11 134.5580 5.4458 2000.000 1.8483 0 26 0.2049 0 26 0.0137 97.5990 97.6003 .4495 .7502
L12 167.9513 6.1279 2500.000 1.8575 0 26 0.1315 0 26 0.0111 97.6003 97.6007 .6001 .8403
L13 106.1819 4.1036 2750.000 2.5398 0 25 0.1504 0 25 0.0239 97.6007 97.6011 .7639 .9640
L14 3.7006 0.2681 800.0000 2.5331 0 26 0.6488 0 26 0.6845 97.6011 97.5239 .5764 .4924
L15 41.4767 1.7786 1500.000 2.5311 0 26 0.5320 0 25 0.0610 94.8588 94.6337 .2659 .4025
L24 46.8109 1.7908 2000.000 2.5187 0 26 0.6987 0 26 0.0538 94.6337 94.1336 .3019 .2718
L25 97.5504 2.8633 2500.000 3.2566 0 26 0.6324 0 25 0.0334 94.1336 93.7460 .2174 .3584
L26 39.8090 1.2386 3000.000 3.2504 0 26 0.9812 0 26 0.0817 93.7460 93.2494 .2987 .1698
L27 416.5903 6.9969 3500.000 3.2491 0 26 0.8163 0 25 0.0078 93.2494 93.1326 .1455 .3236
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.