Original source · versioned page text
e10y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:50.
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 16.7823 41.9559 800.0000
N2 17.7027 44.2567 0.0000
N3 50.0000 50.0000 0.0000
N4 41.5616 50.0000 0.0000
N5 46.7773 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 43.7993 50.0000 0.0000
N12 21.7514 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 34.2559 50.0000 0.0000
N15 46.8114 50.0000 0.0000
N24 18.6542 46.6355 0.0000
N25 47.4966 50.0000 0.0000
N26 26.7494 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 33.8995 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 30.4110 50.0000 0.0000
N35 31.7196 50.0000 0.0000
N36 38.3152 50.0000 0.0000
N37 32.0774 50.0000 0.0000
N38 28.9722 50.0000 0.0000
N39 42.3073 50.0000 0.0000
N41 23.7131 50.0000 0.0000
N42 20.5612 50.0000 0.0000
N43 31.6418 50.0000 0.0000
N44 42.4915 50.0000 0.0000
N45 40.6725 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 33.5417 50.0000 0.0000
N47 27.7087 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 48.4836 50.0000 0.0000
N51 33.2024 50.0000 0.0000
N52 36.2194 50.0000 0.0000
N53 16.2649 40.6624 0.0000
N54 33.0131 50.0000 0.0000
N55 0.6911 1.7277 19180.0000
N56 1.1140 2.7849 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 50.0000 50.0000 0.0000
N62 33.3757 50.0000 0.0000
N63 0.6301 1.5753 1605.0000
N64 28.4453 50.0000 0.0000
N65 38.8217 50.0000 0.0000
N66 30.7230 50.0000 0.0000
N67 14.7887 36.9716 0.0000
N68 11.0006 27.5014 0.0000
D1 10.4528 26.1321 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 3.8355 3.8355 10.6925 0.0833 0.0088 0.0878 Normal Soln
L2 4.1930 4.1930 12.6636 0.0000 0.0074 0.0643 Normal Soln
L3 6.3423 6.3423 28.9410 0.0000 0.0080 0.0944 Normal Soln
L4 5.7830 5.7830 24.6809 0.0000 0.0113 0.2609 Normal Soln
L5 3.6000 3.6000 14.6532 0.0000 0.0086 0.3135 Normal Soln
L6 3.7910 3.7910 20.4038 0.0000 0.0141 0.0909 Normal Soln
L7 3.5793 3.5793 50.0000 2.6667 -0.0186 0.0619 Normal Soln
L8 3.0458 3.0458 50.0000 220.0833 0.0298 0.0841 Normal Soln
L9 5.6670 5.6670 21.9011 0.0000 0.0132 0.8121 Normal Soln
L10 3.9986 3.9986 25.9054 4.3333 0.0141 0.0191 Normal Soln
L11 6.0409 6.0409 50.0000 0.0000 0.0917 0.0554 Normal Soln
L12 5.2031 5.2031 50.0000 0.0000 0.1379 0.0650 Normal Soln
L13 5.7417 5.7417 50.0000 0.0000 0.1288 0.1228 Normal Soln
L14 4.3141 4.3141 14.2217 0.0000 0.0873 1.6378 Normal Soln
L15 5.1739 5.1739 22.9187 0.0000 0.0984 0.1420 Normal Soln
L24 7.8468 7.8468 27.2541 0.0000 0.0712 0.1253 Normal Soln
L25 5.5559 5.5559 23.8640 0.0000 0.0627 0.0775 Normal Soln
L26 4.6123 4.6123 14.5072 0.0000 0.0328 0.1893 Normal Soln
L27 4.7218 4.7218 16.8815 0.0000 0.0423 0.0180 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0056 0.0125 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0066 0.0318 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0094 0.0376 Normal Soln
L31 37.3177 37.3177 50.0000 0.0000 0.0190 0.0808 Normal Soln
L32 6.7292 6.7292 22.1108 0.0000 0.0119 0.6544 Normal Soln
L33 6.7300 6.7300 27.0234 0.0000 0.0038 0.0650 Normal Soln
L34 6.7120 6.7120 50.0000 0.0000 0.0228 0.2753 Normal Soln
L35 9.2202 9.2202 29.4228 0.0000 0.0433 0.0494 Normal Soln
L36 6.2583 6.2583 12.3843 0.0000 0.0234 0.0127 Normal Soln
W2637 13.6466 13.6466 50.0000 0.0000 0.0003 0.0005 Normal Soln
L37 8.1458 8.1458 40.9373 0.0000 0.0156 0.0291 Normal Soln
L38 4.3583 4.3583 16.1055 0.0000 0.0398 0.7125 Normal Soln
L39 3.0504 3.0504 12.4435 0.0000 -0.0394 0.0657 Normal Soln
L41 16.3982 16.3982 50.0000 0.0000 0.0328 0.5917 Normal Soln
4243 21.5022 21.5022 50.0000 0.0000 0.0287 0.2589 Normal Soln
4344 17.3225 17.3225 50.0000 0.0000 0.0267 0.2333 Normal Soln
6869 5.8838 5.8838 38.0798 0.0000 0.0136 0.3474 Normal Soln
4445 10.2748 10.2748 50.0000 0.0000 0.0322 0.1678 Normal Soln
4546 7.7165 7.7165 23.8881 0.0000 0.0371 0.1501 Normal Soln
4647 5.5858 5.5858 19.5760 0.0000 -0.1958 0.7242 Normal Soln
4754 9.3089 9.3089 36.1125 0.0000 0.0375 0.2187 Normal Soln
4849 5.3723 5.3723 14.4777 0.0000 0.0059 0.0387 Normal Soln
4950 2.6898 2.6898 10.4388 0.0000 -0.0062 0.0477 Normal Soln
5051 8.0323 8.0323 20.6731 0.0000 -0.0124 0.0631 Normal Soln
5152 2.3297 2.3297 7.1009 0.0000 0.0093 0.0980 Normal Soln
5253 7.2974 7.2974 17.6782 0.0000 -0.0151 0.0895 Normal Soln
5354 8.3125 8.3125 50.0000 0.0000 -0.0217 0.0607 Normal Soln
5462 3.1769 3.1769 43.9321 0.0000 0.0502 0.1919 Normal Soln
5657 8.2544 8.2544 15.0546 0.0000 -0.0015 0.0026 Normal Soln
5758 47.6657 47.6657 50.0000 0.0000 0.0022 0.0031 Normal Soln
5859 9.9584 9.9584 25.0467 0.0000 0.0033 0.0419 Normal Soln
5960 10.4579 10.4579 25.2137 0.0000 0.0029 0.0373 Normal Soln
6061 10.5672 10.5672 50.0000 0.0000 0.0031 0.0189 Normal Soln
6162 9.2331 9.2331 22.1686 0.0000 -0.0133 0.0436 Normal Soln
6465 9.9424 9.9424 34.1921 0.0000 0.0384 0.1614 Normal Soln
6566 10.2091 10.2091 48.3367 0.0000 0.0309 0.2544 Normal Soln
6667 14.5723 14.5723 50.0000 0.0000 0.0215 0.3069 Normal Soln
L595 1.5821 1.5821 42.4236 0.0000 0.0747 0.3583 Normal Soln
5556ova 7.0423 7.0423 11.1954 0.0000 -0.0033 0.0648 Normal Soln
5556unda 3.0676 3.0676 8.1412 0.0000 -0.0079 2.0558 Normal Soln
5663ova 41.4847 41.4847 50.0000 0.0000 0.0022 0.0925 Normal Soln
5663und 15.0927 15.0927 38.5165 0.0000 0.0042 2.2774 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0029 0.0055 Normal Soln
6364und 14.7456 14.7456 28.2321 0.0000 -0.0810 5.4167 Normal Soln
6264ova 10.4196 10.4196 28.6831 0.0000 -0.0012 0.0080 Normal Soln
6264und 1.1105 1.1105 2.5988 61.0000 0.0083 2.0093 Normal Soln
6768ova 4.5486 4.5486 10.2364 0.0000 0.0148 0.3798 Normal Soln
6768und 1.4939 1.4939 4.1929 71.8333 0.0058 1.5226 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...................................4647
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/
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 / 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/ 0.03 / 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/ 0.03 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.05 / 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/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.11 /
4754/ 0.23 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.41 /
6566/ 0.22 / 6667/ 0.04 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.30 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.32 / 6768ova/ 0.00 /
6768und/ 0.53 /
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/ 2.03 /
L10/ 5.88 / L11/ 10.48 / L12/ 12.65 /
L13/ 13.26 / L14/ 0.48 / L15/ 4.27 /
L24/ 0.96 / L25/ 1.27 / L26/ 0.96 /
L27/ 1.42 / L28/ 0.21 / L29/ 0.48 /
L30/ 2.47 / L31/ 2.15 / L32/ 0.86 /
L33/ 0.07 / L34/ 4.36 / L35/ 0.74 /
L36/ 0.50 / W2637/ 0.01 / L37/ 1.72 /
L38/ 2.25 / L39/ 2.37 / L41/ 2.00 /
4243/ 1.48 / 4344/ 1.45 / 6869/ 2.56 /
4445/ 2.55 / 4546/ 0.74 / 4647/ 2.37 /
4754/ 1.47 / 4849/ 0.24 / 4950/ 0.53 /
5051/ 0.27 / 5152/ 0.54 / 5253/ 0.22 /
5354/ 1.39 / 5462/ 2.84 / 5657/ 0.16 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.43 / 6162/ 0.04 / 6465/ 0.84 /
6566/ 1.18 / 6667/ 4.21 / L595/ 4.24 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.02 / 6364und/ 0.28 /
6264ova/ 0.06 / 6264und/ 0.56 / 6768ova/ 0.03 /
6768und/ 0.52 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.12 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.75 / N2/ 0.59 / N3/ 0.67 /
N4/ 0.90 / N5/ 0.86 / N6/ 0.69 /
N7/ 1.23 / N8/ 1.76 / N9/ 2.19 /
N10/ 1.87 / N11/ 0.91 / N12/ 1.51 /
N13/ 2.11 / N14/ 2.66 / N15/ 0.43 /
N24/ 0.63 / N25/ 0.58 / N26/ 0.95 /
N27/ 0.54 / N28/ 0.31 / N29/ 0.39 /
N30/ 0.40 / N31/ 0.68 / N32/ 1.03 /
N33/ 0.36 / N34/ 0.90 / N35/ 0.92 /
N36/ 0.69 / N37/ 0.91 / N38/ 1.20 /
N39/ 1.15 / N41/ 1.13 / N42/ 1.16 /
N43/ 1.07 / N44/ 1.02 / N45/ 1.29 /
N69/ 1.52 / N46/ 1.63 / N47/ 1.63 /
N48/ 0.37 / N49/ 0.54 / N50/ 0.62 /
N51/ 0.88 / N52/ 1.02 / N53/ 1.42 /
N54/ 1.77 / N55/ 1.08 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.14 / N59/ 0.17 /
N60/ 0.11 / N61/ 0.46 / N62/ 2.03 /
N63/ 1.31 / N64/ 1.08 / N65/ 1.59 /
N66/ 1.87 / N67/ 2.03 / N68/ 1.52 /
D1/ 2.20 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.04 / L12/ 9.64 /
L13/ 11.82 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.19 / 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/ 0.24 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.19 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.12 / 5462/ 0.21 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.11 / 6667/ 0.67 / L595/ 0.32 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.63 / L8/ 143.53 / L9/ 0.30 /
L10/ 26.18 / L11/ 83.13 / L12/ 158.99 /
L13/ 206.93 / L14/ 0.29 / L15/ 4.10 /
L24/ 0.78 / L25/ 1.02 / L26/ 0.86 /
L27/ 2.19 / L28/ 1.89 / L29/ 5.52 /
L30/ 27.86 / L31/ 11.88 / L32/ 1.19 /
L33/ 0.01 / L34/ 4.94 / L35/ 1.17 /
L36/ 0.61 / W2637/ 0.00 / L37/ 4.09 /
L38/ 3.36 / L39/ 3.67 / L41/ 7.54 /
4243/ 5.66 / 4344/ 4.36 / 6869/ 4.74 /
4445/ 5.81 / 4546/ 1.42 / 4647/ 3.84 /
4754/ 3.06 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.17 /
5354/ 3.37 / 5462/ 2.55 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 1.88 /
6566/ 3.86 / 6667/ 33.73 / L595/ 1.90 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.11 /
6264ova/ 0.00 / 6264und/ 0.66 / 6768ova/ 0.00 /
6768und/ 0.45 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
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 / 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/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.77/
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 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.51 6162/ 90.51/ 88.94 6465/ 88.77/ 88.19/
6566/ 88.19/ 88.00 6667/ 88.00/ 87.99 L595/ 88.94/ 88.78/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.78/ 88.77 6768ova/ 87.94/ 87.94/
6768und/ 87.99/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 18746
Total number of time steps during simulation.... 10970
Ratio of actual # of time steps / NTCYC......... 2.539
Average number of iterations per time step...... 1.709
Average time step size(seconds)................ 1.969
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.928
Average minimum implicit time step (sec)........ 2.599
Average minimum junction time step (sec)........ 2.599
Average Courant Factor Tf....................... 2.599
Number of times omega reduced................... 232
*=========================================================*
| 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 12072 1 11 1 0 0
N2 0 1.12 12268 0 6 0 0 0
N3 0 1.10 12116 0 8 0 0 0
N4 0 1.13 12368 0 6 0 0 0
N5 0 1.23 13472 0 12 1 0 0
N6 0 1.53 16834 0 12 2 0 0
N7 0 2.29 25067 0 12 9 0 0
N8 0 3.01 32985 116 16 41 0 0
N9 0 2.39 26260 0 13 25 0 0
N10 0 1.12 12249 0 7 0 0 0
N11 0 1.65 18115 0 31 2 1 0
N12 0 2.40 26351 1 18 2 0 0
N13 0 2.78 30546 0 9 0 0 0
N14 0 2.20 24174 6 10 2 0 0
N15 0 1.09 11925 0 7 0 0 0
N24 0 1.11 12127 2 14 1 0 0
N25 0 1.10 12062 0 6 0 0 0
N26 0 1.18 12938 0 10 1 0 0
N27 0 1.13 12443 0 7 0 0 0
N28 0 1.07 11708 0 5 0 0 0
N29 0 1.11 12213 1 13 1 0 0
N30 0 1.14 12536 0 14 1 0 0
N31 0 1.09 11979 0 15 2 0 0
N32 0 1.11 12197 0 7 0 0 0
N33 0 1.10 12035 0 7 0 0 0
N34 0 1.16 12710 0 7 0 0 0
N35 0 1.22 13427 0 7 0 0 0
N36 0 1.12 12334 0 6 0 0 0
N37 0 1.14 12548 0 7 0 0 0
N38 0 1.21 13285 0 19 1 0 0
N39 0 1.15 12611 0 9 0 0 0
N41 0 1.18 12961 1 9 0 0 0
N42 0 1.18 12939 2 18 1 0 0
N43 0 1.18 12935 0 7 0 0 0
N44 0 1.17 12784 0 6 0 0 0
N45 0 1.15 12654 0 6 0 0 0
N69 0 1.27 13896 1 8 0 0 0
N46 0 1.18 12926 0 6 0 0 0
N47 0 1.18 12905 0 6 0 0 0
N48 0 1.10 12106 0 5 0 0 0
N49 0 1.35 14825 0 8 0 0 0
N50 0 1.31 14405 0 6 0 0 0
N51 0 1.65 18088 0 6 0 0 0
N52 0 1.64 17990 0 6 0 0 0
N53 0 1.91 20915 3 7 0 0 0
N54 0 2.04 22342 2 7 0 0 0
N55 0 1.13 12383 0 7 0 0 0
N56 0 1.22 13399 2 12 2 0 0
N57 0 1.05 11484 0 5 0 0 0
N58 0 1.07 11722 0 30 1 1 0
N59 0 1.08 11899 0 7 0 0 0
N60 0 1.09 11989 0 7 0 0 0
N61 0 1.22 13383 0 6 0 0 0
N62 0 2.39 26200 0 11 1 0 0
N63 0 1.36 14913 14 33 69 2 0
N64 0 1.28 14003 0 21 36 0 0
N65 0 1.16 12739 0 6 0 0 0
N66 0 1.25 13712 0 6 0 0 0
N67 0 1.35 14840 0 8 0 0 0
N68 0 1.29 14153 0 7 0 0 0
D1 0 2.05 22471 80 9 0 0 0
Total number of iterations for all junctions.. 929916
Minimum number of possible iterations......... 669170
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 103.5778 0 25 0.0000 6.4222 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2977 0 25 0.0000 7.7023 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0528 0 25 0.0000 8.9472 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3579 0 25 0.0000 9.6421 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8959 0 25 0.0000 10.1041 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5533 0 26 0.0000 10.4467 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5629 0 26 0.0000 10.4371 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5642 0 26 0.0000 10.4358 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5645 0 25 0.0000 10.4355 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8677 0 25 0.0000 11.1323 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6117 0 25 0.0000 12.3883 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6132 0 25 0.0000 12.3868 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6137 0 25 0.0000 12.3863 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6144 0 25 0.0000 12.3856 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8921 0 26 0.0000 15.1079 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6639 0 26 0.0000 15.3361 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1696 0 26 0.0000 15.8304 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7987 0 26 0.0000 16.2013 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2829 0 26 0.0000 16.7171 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8087 0 26 0.0000 9.1913 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8933 0 26 0.0000 6.1067 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9008 0 30 0.0000 4.0992 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1798 0 30 0.0000 11.8202 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8259 0 32 0.0000 14.1741 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8661 0 25 0.0000 12.1339 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9663 0 32 0.0000 15.0337 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8904 0 32 0.0000 15.1096 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6685 0 31 0.0000 16.3315 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2157 0 29 0.0000 16.7843 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1973 0 28 0.0000 16.8027 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1331 0 29 0.0000 16.8669 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0102 0 29 0.0000 16.9898 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6402 0 30 0.0000 17.3598 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7155 0 32 0.0000 18.2845 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.0248 0 44 0.0000 18.9752 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.9948 0 44 0.0000 19.0052 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.2006 0 46 0.0000 20.7994 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.9652 0 45 0.0000 19.0348 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.9523 0 45 0.0000 9.0477 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9539 0 44 0.0000 8.0461 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.9487 0 46 0.0000 8.0513 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.9482 0 45 0.0000 8.0518 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.9476 0 45 0.0000 8.0524 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.9475 0 45 0.0000 8.0525 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.9474 0 45 0.0000 8.0526 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.9473 0 45 0.0000 8.0527 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9975 0 25 0.0000 10.0025 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5407 0 25 0.0000 10.4593 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2438 0 25 0.0000 10.7562 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5769 0 26 0.0000 6.4231 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7710 0 25 0.0000 7.2290 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2702 0 26 0.0000 7.7298 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9612 0 27 0.0000 8.0388 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.9468 0 45 0.0000 8.0532 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0562 0 25 0.0000 1.9438 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7117 0 45 0.0000 9.2883 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6733 0 45 0.0000 9.3267 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6550 0 46 0.0000 9.3450 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6436 0 46 0.0000 9.3564 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.3609 0 46 0.0000 9.6391 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.9467 0 45 0.0000 19.0533 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 1.0117 0 25 0.9850 0 24 0.0425 103.5778 102.2977 .3739 .2938
L2 31.3792 2.1255 2000.000 1.0071 0 25 0.8688 0 25 0.0321 102.2977 101.0528 .2938 .3364
L3 21.1637 1.3610 2000.000 0.9988 0 25 0.5531 0 25 0.0472 101.0528 100.3579 .3364 .4489
L4 14.8201 1.0611 2000.000 1.9211 0 25 0.6483 0 25 0.1296 100.3579 99.8959 .4489 .4279
L5 14.1212 0.8828 2000.000 1.9111 0 25 0.6825 0 25 0.1353 99.8959 99.5533 .4279 .3466
L6 107.6004 6.2307 2000.000 1.9218 0 25 0.4999 0 25 0.0179 99.5533 99.5629 .3466 .6165
L7 212.9831 7.4760 2500.000 1.9283 0 25 0.1847 0 25 0.0091 99.5629 99.5642 .4932 .7057
L8 226.7844 7.2108 2500.000 2.1688 0 25 0.1080 0 25 0.0096 99.5642 99.5645 .7057 .8778
L9 5.4768 0.2939 750.0000 2.1302 0 25 0.4566 0 25 0.3889 99.5645 99.3920 .4594 .2427
L10 230.8083 6.4940 2000.000 2.1300 0 25 0.3860 0 26 0.0092 98.8677 97.6117 .0839 .4559
L11 134.5580 5.4455 2000.000 2.1461 0 26 0.2330 0 26 0.0159 97.6117 97.6132 .4559 .7566
L12 167.9513 6.1277 2500.000 2.1624 0 26 0.1508 0 26 0.0129 97.6132 97.6137 .6053 .8455
L13 106.1819 4.1034 2750.000 2.9405 0 25 0.1712 0 25 0.0277 97.6137 97.6144 .7686 .9689
L14 3.7006 0.2681 800.0000 2.9394 0 26 0.7031 0 26 0.7943 97.6144 97.5259 .5930 .4949
L15 41.4767 1.7785 1500.000 2.9381 0 26 0.5672 0 25 0.0708 94.8921 94.6639 .2881 .4226
L24 46.8109 1.7908 2000.000 2.9244 0 26 0.7339 0 26 0.0625 94.6639 94.1696 .3170 .2898
L25 97.5504 2.8631 2500.000 3.7812 0 26 0.6705 0 25 0.0388 94.1696 93.7987 .2319 .3795
L26 39.8090 1.2386 3000.000 3.7621 0 26 1.0340 0 26 0.0945 93.7987 93.2829 .3162 .1810
L27 416.5903 6.9969 3500.000 3.7600 0 26 0.8589 0 25 0.0090 93.2829 93.1973 .1551 .3421
L28 142.9406 2.4129 2000.000 0.8932 0 26 0.6842 0 26 0.0062 120.8087 113.8933 .1544 .1967
L29 111.2914 2.2238 2000.000 1.7573 0 27 0.9797 0 27 0.0158 113.8933 105.9008 .1967 .2004
L30 121.4510 2.4983 2000.000 2.2862 0 30 0.7125 0 30 0.0188 105.9008 98.1798 .2004 .3399
L31 81.3908 1.8198 2000.000 3.2921 0 30 0.5479 0 22 0.0404 98.1798 95.8259 .3399 .5129
L32 10.6189 1.0497 1500.000 3.4698 0 32 0.9498 0 32 0.3268 95.8259 94.9663 .6839 .5975
L33 13.2107 0.8025 900.0000 0.3835 0 25 0.3712 0 24 0.0290 97.8661 97.3131 .3957 .2145
L34 27.1462 0.7567 2000.000 3.6660 0 32 0.3416 0 31 0.1350 94.9663 94.8904 .4481 .4602
L35 151.1332 2.3985 2800.000 3.6638 0 32 0.7316 0 31 0.0242 94.8904 93.6685 .3287 .2459
L36 604.2278 7.2058 3400.000 3.8301 0 32 1.4535 0 17 0.0063 93.6685 93.2157 .2025 .2664
W2637 41.0450 1.2356 2000.000 0.0111 0 26 0.1065 0 26 0.0003 93.7987 93.6280 .0394 .0040
L37 268.7941 4.1638 3600.000 3.8933 0 32 0.5740 0 41 0.0145 93.2157 93.1973 .2516 .3326
L38 20.3679 0.8611 2000.000 7.2448 0 28 0.8693 0 27 0.3557 93.1973 93.1331 .5986 .5766
L39 220.6626 2.1612 4000.000 -7.2153 0 28 -0.8037 0 27 -0.0327 93.1331 93.0102 .2383 .2576
L41 24.3580 0.8853 2000.000 7.1612 0 29 0.6386 0 28 0.2940 93.0102 92.6402 .5651 .5801
4243 57.3946 1.4914 2000.000 7.4388 0 31 0.6996 0 42 0.1296 92.6402 91.7155 .5801 .5328
4344 63.4676 1.7564 2000.000 7.4050 0 32 0.8367 0 30 0.1167 91.7155 91.0248 .5328 .5124
6869 43.1813 0.6276 2800.000 7.4895 0 46 0.5252 0 46 0.1734 89.3609 89.2006 .5432 .5431
4445 86.8567 1.9041 2500.000 7.2894 0 32 0.6090 0 30 0.0839 91.0248 90.9948 .4099 .5179
4546 96.3889 3.0307 2500.000 7.1658 0 32 1.0488 0 19 0.0743 90.9948 90.9652 .5179 .6501
4647 19.5453 0.7456 2500.000 6.8742 0 33 1.0217 0 25 0.3517 90.9652 90.9523 .6501 .6529
4754 69.8137 1.6227 2500.000 6.5397 0 33 0.8584 0 24 0.0937 90.9523 90.9473 .6529 .7069
4849 68.7768 2.2981 2000.000 1.2533 0 25 0.8289 0 25 0.0182 90.9539 90.9487 .1869 .2693
4950 88.3261 2.2234 2360.000 1.2495 0 25 0.5748 0 25 0.0141 90.9487 90.9482 .2283 .2619
5051 69.6722 2.5632 2000.000 1.7467 0 25 0.9191 0 25 0.0251 90.9482 90.9476 .3091 .4388
5152 86.0599 3.2001 2000.000 1.7428 0 25 0.8450 0 25 0.0203 90.9477 90.9475 .4388 .5088
5253 70.2593 2.7867 2000.000 1.9445 0 24 1.1313 0 23 0.0277 90.9475 90.9474 .5088 .7087
5354 215.9379 3.0206 2500.000 1.2381 0 21 0.4227 0 15 0.0057 90.9474 90.9473 .5670 .6749
5462 217.9611 2.6925 2500.000 6.5558 0 42 0.2733 2 33 0.0301 90.9473 90.9468 .6749 .8107
5657 69.9273 5.9238 See the original
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