Original source · versioned page text
e1y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:15.
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 28.2002 50.0000 1330.0000
N2 35.9727 50.0000 0.0000
N3 44.1462 50.0000 0.0000
N4 50.0000 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N12 37.3448 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 33.5015 50.0000 0.0000
N15 50.0000 50.0000 0.0000
N24 38.3132 50.0000 0.0000
N25 50.0000 50.0000 0.0000
N26 35.7816 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 50.0000 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 47.4925 50.0000 0.0000
N35 42.7988 50.0000 0.0000
N36 50.0000 50.0000 0.0000
N37 41.4880 50.0000 0.0000
N38 45.9532 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 32.7056 50.0000 0.0000
N42 20.5756 50.0000 0.0000
N43 45.7597 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N45 50.0000 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 50.0000 50.0000 0.0000
N47 50.0000 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 34.0619 50.0000 0.0000
N53 31.4428 50.0000 0.0000
N54 50.0000 50.0000 0.0000
N55 1.0324 2.5809 765.0000
N56 2.4078 6.0196 19505.0000
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 50.0000 50.0000 0.0000
N63 8.4526 21.1314 0.0000
N64 50.0000 50.0000 0.0000
N65 50.0000 50.0000 0.0000
N66 50.0000 50.0000 0.0000
N67 16.7363 41.8408 0.0000
N68 12.5211 31.3027 0.0000
D1 22.9753 50.0000 0.0000
The junction requiring the smallest time step was...N56
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 4.3168 4.3168 12.4424 0.0833 0.0046 0.0408 Normal Soln
L2 4.9007 4.9007 15.2956 0.0000 0.0044 0.0301 Normal Soln
L3 7.3851 7.3851 35.8503 0.0000 0.0051 0.0441 Normal Soln
L4 6.8379 6.8379 30.2992 0.0000 0.0064 0.1237 Normal Soln
L5 4.2203 4.2203 21.2505 0.0000 0.0057 0.1738 Normal Soln
L6 4.2576 4.2576 37.0201 0.0000 0.0060 0.0373 Normal Soln
L7 3.7861 3.7861 50.0000 4.0833 0.0105 0.0280 Normal Soln
L8 3.1676 3.1676 50.0000 233.0000 0.0171 0.0422 Normal Soln
L9 6.9907 6.9907 30.8445 0.0000 0.0066 0.3649 Normal Soln
L10 4.3682 4.3682 49.7048 5.9167 0.0069 0.0088 Normal Soln
L11 6.4083 6.4083 50.0000 0.0000 0.0323 0.0343 Normal Soln
L12 5.3940 5.3940 50.0000 0.0000 0.0572 0.0359 Normal Soln
L13 5.7920 5.7920 50.0000 0.0000 0.0461 0.0842 Normal Soln
L14 5.0991 5.0991 22.0259 0.0000 0.0283 0.7530 Normal Soln
L15 6.1897 6.1897 31.9316 0.0000 0.0422 0.0671 Normal Soln
L24 9.6014 9.6014 34.5652 0.0000 0.0226 0.0591 Normal Soln
L25 6.7637 6.7637 31.5480 0.0000 0.0362 0.0370 Normal Soln
L26 5.5425 5.5425 19.0844 0.0000 0.0237 0.0904 Normal Soln
L27 5.5566 5.5566 21.2918 0.0000 0.0337 0.0086 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0033 0.0054 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0046 0.0144 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0050 0.0168 Normal Soln
L31 38.4930 38.4930 50.0000 0.0000 0.0115 0.0374 Normal Soln
L32 7.8446 7.8446 27.3753 0.0000 0.0094 0.3100 Normal Soln
L33 7.4392 7.4392 31.1381 0.0000 0.0021 0.0307 Normal Soln
L34 7.6441 7.6441 50.0000 0.0000 0.0145 0.1366 Normal Soln
L35 9.6720 9.6720 31.5795 0.0000 0.0186 0.0236 Normal Soln
L36 6.3167 6.3167 12.5373 0.0000 0.0188 0.0061 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.6057 9.6057 49.6459 0.0000 0.0186 0.0141 Normal Soln
L38 5.1569 5.1569 18.3360 0.0000 0.0352 0.3428 Normal Soln
L39 3.6122 3.6122 15.3423 0.0000 -0.0359 0.0317 Normal Soln
L41 20.2975 20.2975 50.0000 0.0000 0.0270 0.2884 Normal Soln
4243 23.5682 23.5682 50.0000 0.0000 0.0178 0.1267 Normal Soln
4344 19.5616 19.5616 50.0000 0.0000 0.0164 0.1137 Normal Soln
6869 6.7251 6.7251 45.1053 0.0000 0.0096 0.1763 Normal Soln
4445 12.3869 12.3869 50.0000 0.0000 0.0175 0.0847 Normal Soln
4546 9.1121 9.1121 23.8959 0.0000 0.0238 0.0778 Normal Soln
4647 6.3731 6.3731 21.9967 0.0000 0.0201 0.3807 Normal Soln
4754 11.4640 11.4640 35.8614 0.0000 0.0210 0.1069 Normal Soln
4849 6.3855 6.3855 17.6369 0.0000 0.0038 0.0167 Normal Soln
4950 3.3159 3.3159 14.8003 0.0000 0.0036 0.0131 Normal Soln
5051 9.9667 9.9667 27.4241 0.0000 0.0046 0.0238 Normal Soln
5152 3.0094 3.0094 10.6822 0.0000 -0.0621 0.0208 Normal Soln
5253 8.7759 8.7759 21.0262 0.0000 -0.0084 0.0285 Normal Soln
5354 12.2222 12.2222 50.0000 0.0000 -0.0177 0.0212 Normal Soln
5462 4.0006 4.0006 44.1423 0.0000 0.0233 0.0632 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 12.4872 12.4872 35.3843 0.0000 0.0018 0.0195 Normal Soln
5960 12.7286 12.7286 32.0364 0.0000 0.0018 0.0180 Normal Soln
6061 12.3489 12.3489 50.0000 0.0000 0.0016 0.0091 Normal Soln
6162 12.4438 12.4438 25.0399 0.0000 0.0025 0.0082 Normal Soln
6465 11.5662 11.5662 35.9661 0.0000 0.0195 0.0969 Normal Soln
6566 12.1634 12.1634 50.0000 0.0000 -0.0399 0.1476 Normal Soln
6667 16.2405 16.2405 50.0000 0.0000 0.0114 0.1644 Normal Soln
L595 1.8201 1.8201 43.6645 0.0000 0.0327 0.1583 Normal Soln
5556ova 15.2459 15.2459 31.5149 0.0000 0.0009 0.0036 Normal Soln
5556unda 3.2007 3.2007 8.5460 0.0000 -0.0073 1.8209 Normal Soln
5663ova 50.0000 50.0000 50.0000 0.0000 0.0010 0.0158 Normal Soln
5663und 15.4748 15.4748 39.1703 0.0000 0.0037 2.2607 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6364und 17.1046 17.1046 29.2435 0.0000 -0.0745 2.0199 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.5407 1.5407 3.9834 32.7500 0.0051 1.2545 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.5760 1.5760 4.4571 84.1667 0.0036 1.1753 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...................................6364und
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 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/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
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/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02*/
6566/ 0.02*/ 6667/ 0.02 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.19 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.11 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.33 /
6566/ 0.17 / 6667/ 0.03 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.30 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.35 / 6768ova/ 0.00 /
6768und/ 0.51 /
Conduit/ Width
L1/ 0.09 / L2/ 0.10 / L3/ 0.14 /
L4/ 0.85 / L5/ 2.87 / L6/ 5.13 /
L7/ 10.77 / L8/ 16.94 / L9/ 2.01 /
L10/ 5.87 / L11/ 10.46 / L12/ 12.63 /
L13/ 13.24 / L14/ 0.47 / L15/ 4.24 /
L24/ 0.94 / L25/ 1.24 / L26/ 0.94 /
L27/ 1.40 / L28/ 0.20 / L29/ 0.44 /
L30/ 2.23 / L31/ 2.03 / L32/ 0.81 /
L33/ 0.07 / L34/ 4.05 / L35/ 0.70 /
L36/ 0.45 / W2637/ 0.00 / L37/ 1.66 /
L38/ 2.22 / L39/ 2.35 / L41/ 1.96 /
4243/ 1.47 / 4344/ 1.37 / 6869/ 2.30 /
4445/ 2.38 / 4546/ 0.70 / 4647/ 2.24 /
4754/ 1.40 / 4849/ 0.23 / 4950/ 0.51 /
5051/ 0.26 / 5152/ 0.52 / 5253/ 0.21 /
5354/ 1.27 / 5462/ 2.58 / 5657/ 0.00 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.42 / 6162/ 0.04 / 6465/ 0.86 /
6566/ 1.30 / 6667/ 4.13 / L595/ 3.25 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.00 / 6364und/ 0.28 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.00 /
6768und/ 0.51 /
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/ 0.01 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.13 /
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/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.13 / N65/ 0.15 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.02 /
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/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.78 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.56 / N2/ 0.44 / N3/ 0.51 /
N4/ 0.69 / N5/ 0.64 / N6/ 0.62 /
N7/ 1.16 / N8/ 1.69 / N9/ 2.12 /
N10/ 1.81 / N11/ 0.87 / N12/ 1.47 /
N13/ 2.07 / N14/ 2.62 / N15/ 0.29 /
N24/ 0.50 / N25/ 0.43 / N26/ 0.71 /
N27/ 0.40 / N28/ 0.20 / N29/ 0.26 /
N30/ 0.25 / N31/ 0.48 / N32/ 0.76 /
N33/ 0.29 / N34/ 0.72 / N35/ 0.78 /
N36/ 0.52 / N37/ 0.63 / N38/ 0.92 /
N39/ 0.87 / N41/ 0.84 / N42/ 0.86 /
N43/ 0.84 / N44/ 0.67 / N45/ 0.90 /
N69/ 1.14 / N46/ 0.90 / N47/ 0.82 /
N48/ 0.26 / N49/ 0.24 / N50/ 0.30 /
N51/ 0.25 / N52/ 0.38 / N53/ 0.53 /
N54/ 0.88 / N55/ 0.98 / N56/ 1.07 /
N57/ 0.00 / N58/ 0.09 / N59/ 0.13 /
N60/ 0.08 / N61/ 0.34 / N62/ 1.14 /
N63/ 0.26 / N64/ 0.87 / N65/ 1.29 /
N66/ 1.58 / N67/ 1.74 / N68/ 1.15 /
D1/ 1.31 /
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/ 2.61 / L11/ 5.02 / L12/ 9.61 /
L13/ 11.80 / 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/ 0.17 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.26 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.21 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.17 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.11 / 5462/ 0.19 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.12 / 6667/ 0.65 / L595/ 0.24 /
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 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.35 / L5/ 5.65 / L6/ 18.87 /
L7/ 69.60 / L8/ 143.49 / L9/ 0.30 /
L10/ 26.07 / L11/ 82.83 / L12/ 158.65 /
L13/ 206.51 / L14/ 0.28 / L15/ 4.05 /
L24/ 0.76 / L25/ 0.99 / L26/ 0.84 /
L27/ 2.13 / L28/ 1.82 / L29/ 5.03 /
L30/ 25.18 / L31/ 11.07 / L32/ 1.06 /
L33/ 0.01 / L34/ 4.50 / L35/ 1.05 /
L36/ 0.55 / W2637/ 0.00 / L37/ 3.93 /
L38/ 3.28 / L39/ 3.60 / L41/ 6.99 /
4243/ 5.57 / 4344/ 3.91 / 6869/ 4.25 /
4445/ 5.26 / 4546/ 1.26 / 4647/ 3.38 /
4754/ 2.75 / 4849/ 0.12 / 4950/ 0.17 /
5051/ 0.20 / 5152/ 0.20 / 5253/ 0.17 /
5354/ 3.09 / 5462/ 2.32 / 5657/ 0.00 /
5758/ 0.18 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.14 / 6162/ 0.05 / 6465/ 1.99 /
6566/ 4.37 / 6667/ 32.65 / L595/ 1.45 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 1.70 /
6264ova/ 0.00 / 6264und/ 0.52 / 6768ova/ 0.00 /
6768und/ 0.40 /
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/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.07 /
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/ 0.14 / L595/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 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/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.27 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/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.75/ 88.22/
6566/ 88.22/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.77/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.75/ 88.75 6364und/ 95.75/ 88.75/
6264ova/ 88.75/ 88.75 6264und/ 88.77/ 88.75 6768ova/ 87.93/ 87.93/
6768und/ 87.99/ 87.93
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 15351
Total number of time steps during simulation.... 9870
Ratio of actual # of time steps / NTCYC......... 2.285
Average number of iterations per time step...... 1.555
Average time step size(seconds)................ 2.188
Smallest time step size(seconds)................ 1.000
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.105
Average minimum implicit time step (sec)........ 2.931
Average minimum junction time step (sec)........ 2.931
Average Courant Factor Tf....................... 2.931
Number of times omega reduced................... 137
*=========================================================*
| 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 1.09 10801 0 6 0 0 0
N2 0 1.10 10883 0 6 0 0 0
N3 0 1.09 10771 0 8 0 0 0
N4 0 1.12 11067 0 6 0 0 0
N5 0 1.24 12280 0 12 1 0 0
N6 0 1.56 15375 0 10 2 0 0
N7 0 2.39 23609 0 16 9 0 0
N8 0 3.13 30920 100 17 67 0 0
N9 0 2.46 24262 0 23 22 0 0
N10 0 1.11 10908 0 7 0 0 0
N11 0 1.77 17495 0 31 3 1 0
N12 0 2.57 25405 1 11 2 0 0
N13 0 2.95 29074 0 25 14 1 0
N14 0 2.35 23178 8 24 14 0 0
N15 0 1.09 10796 0 7 0 0 0
N24 0 1.11 10938 0 14 1 0 0
N25 0 1.11 10948 0 6 0 0 0
N26 0 1.18 11607 0 10 1 0 0
N27 0 1.14 11213 0 6 0 0 0
N28 0 1.06 10499 0 5 0 0 0
N29 0 1.10 10906 0 13 1 0 0
N30 0 1.16 11447 0 14 1 0 0
N31 0 1.09 10728 0 15 2 0 0
N32 0 1.12 11008 0 7 0 0 0
N33 0 1.09 10773 0 6 0 0 0
N34 0 1.19 11696 0 6 0 0 0
N35 0 1.25 12344 0 6 0 0 0
N36 0 1.11 10993 0 6 0 0 0
N37 0 1.16 11436 0 7 0 0 0
N38 0 1.20 11861 0 19 1 0 0
N39 0 1.16 11440 0 9 0 0 0
N41 0 1.21 11989 0 9 0 0 0
N42 0 1.18 11614 3 18 1 0 0
N43 0 1.20 11842 0 6 0 0 0
N44 0 1.18 11667 0 6 0 0 0
N45 0 1.16 11498 0 6 0 0 0
N69 0 1.21 11957 1 8 0 0 0
N46 0 1.19 11725 0 6 0 0 0
N47 0 1.18 11687 0 6 0 0 0
N48 0 1.09 10731 0 5 0 0 0
N49 0 1.13 11130 0 6 0 0 0
N50 0 1.12 11089 0 8 0 0 0
N51 0 1.15 11320 0 6 0 0 0
N52 0 1.16 11481 0 10 1 0 0
N53 0 1.41 13909 0 6 0 0 0
N54 0 1.53 15117 0 9 0 0 0
N55 0 1.06 10418 0 7 0 0 0
N56 0 1.11 10914 0 12 1 0 0
N57 0 1.00 9870 0 1 0 0 0
N58 0 1.04 10289 0 6 0 0 0
N59 0 1.09 10710 0 6 0 0 0
N60 0 1.09 10737 0 6 0 0 0
N61 0 1.09 10747 0 13 1 0 0
N62 0 2.00 19755 0 7 0 0 0
N63 0 1.13 11201 3 20 1 0 0
N64 0 1.13 11156 1 7 0 0 0
N65 0 1.16 11459 0 6 0 0 0
N66 0 1.21 11911 0 6 0 0 0
N67 0 1.24 12287 0 6 0 0 0
N68 0 1.17 11533 0 6 0 0 0
D1 0 1.79 17622 20 7 0 0 0
Total number of iterations for all junctions.. 806026
Minimum number of possible iterations......... 602070
Efficiency of the simulation.................. 1.34
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 103.3901 0 25 0.0000 6.6099 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.1514 0 25 0.0000 7.8486 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.8854 0 25 0.0000 9.1146 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.1475 0 25 0.0000 9.8525 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.6832 0 25 0.0000 10.3168 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.4827 0 26 0.0000 10.5173 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.4863 0 26 0.0000 10.5137 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.4867 0 26 0.0000 10.5133 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.4869 0 26 0.0000 10.5131 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8067 0 26 0.0000 11.1933 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5712 0 25 0.0000 12.4288 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5714 0 25 0.0000 12.4286 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5715 0 26 0.0000 12.4285 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5717 0 25 0.0000 12.4283 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.7482 0 26 0.0000 15.2518 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5274 0 27 0.0000 15.4726 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0178 0 26 0.0000 15.9822 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.5611 0 27 0.0000 16.4389 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.1419 0 27 0.0000 16.8581 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.6998 0 28 0.0000 9.3002 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.7606 0 28 0.0000 6.2394 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7547 0 32 0.0000 4.2453 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 97.9827 0 31 0.0000 12.0173 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.5613 0 33 0.0000 14.4387 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.7981 0 25 0.0000 12.2019 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.7902 0 33 0.0000 15.2098 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7467 0 33 0.0000 15.2533 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.5047 0 33 0.0000 16.4953 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 92.9433 0 30 0.0000 17.0567 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 92.9233 0 29 0.0000 17.0767 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.8502 0 30 0.0000 17.1498 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.7231 0 30 0.0000 17.2769 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.3445 0 31 0.0000 17.6555 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.4922 0 33 0.0000 18.5078 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.6749 0 35 0.0000 19.3251 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.6012 0 34 0.0000 19.3988 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.8246 0 54 0.0000 21.1754 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.2351 0 38 0.0000 19.7649 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.1366 0 41 0.0000 9.8634 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8362 0 25 0.0000 8.1638 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6465 0 25 0.0000 8.3535 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6293 0 25 0.0000 8.3707 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.3244 0 25 0.0000 8.6756 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3096 0 25 0.0000 8.6904 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.0613 0 42 0.0000 8.9387 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.0610 0 42 0.0000 8.9390 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.8991 0 25 0.0000 10.1009 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.4736 0 26 0.0000 10.5264 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5299 0 25 0.0000 6.4701 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7288 0 25 0.0000 7.2712 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2422 0 25 0.0000 7.7578 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8363 0 26 0.0000 8.1637 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.0591 0 43 0.0000 8.9409 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 96.0120 0 25 0.0000 2.9880 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.5023 0 41 0.0000 9.4977 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.3720 0 53 0.0000 9.6280 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.3564 0 54 0.0000 9.6436 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.3497 0 54 0.0000 9.6503 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.9850 0 54 0.0000 10.0150 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.0588 0 42 0.0000 19.9412 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 0.4739 0 25 0.8439 0 25 0.0199 103.3901 102.1514 .2800 .2207
L2 31.3792 2.1255 2000.000 0.4713 0 25 0.7195 0 25 0.0150 102.1514 100.8854 .2207 .2527
L3 21.1637 1.3610 2000.000 0.4665 0 25 0.4464 0 25 0.0220 100.8854 100.1475 .2527 .3438
L4 14.8201 1.0611 2000.000 0.9118 0 25 0.5282 0 25 0.0615 100.1475 99.6832 .3438 .3216
L5 14.1212 0.8828 2000.000 0.9054 0 25 0.4706 0 25 0.0641 99.6832 99.4827 .3216 .3113
L6 107.6004 6.2312 2000.000 0.9054 0 25 0.2755 0 25 0.0084 99.4827 99.4863 .3113 .5782
L7 212.9831 7.4760 2500.000 0.8968 0 26 0.0952 0 26 0.0042 99.4863 99.4867 .4625 .6747
L8 226.7844 7.2108 2500.000 1.0114 0 25 0.0545 0 25 0.0045 99.4867 99.4869 .6747 .8468
L9 5.4768 0.2939 750.0000 0.9950 0 26 0.3242 0 26 0.1817 99.4869 99.3538 .3559 .1918
L10 230.8083 6.4948 2000.000 0.9949 0 26 0.2012 0 26 0.0043 98.8067 97.5712 .0534 .4356
L11 134.5580 5.4468 2000.000 0.9989 0 26 0.1158 0 26 0.0074 97.5712 97.5714 .4356 .7357
L12 167.9513 6.1283 2500.000 1.0041 0 26 0.0733 0 26 0.0060 97.5714 97.5715 .5886 .8286
L13 106.1819 4.1041 2750.000 1.3925 0 26 0.0852 0 26 0.0131 97.5715 97.5717 .7533 .9533
L14 3.7006 0.2681 800.0000 1.3918 0 26 0.4540 1 16 0.3761 97.5717 97.5184 .5396 .4855
L15 41.4767 1.7788 1500.000 1.3894 0 26 0.4072 0 26 0.0335 94.7482 94.5274 .1921 .3316
L24 46.8109 1.7908 2000.000 1.3823 0 27 0.5786 0 27 0.0295 94.5274 94.0178 .2487 .2139
L25 97.5504 2.8638 2500.000 1.8045 0 26 0.5072 0 26 0.0185 94.0178 93.5611 .1711 .2844
L26 39.8090 1.2386 3000.000 1.7994 0 27 0.7860 0 27 0.0452 93.5611 93.1419 .2370 .1340
L27 416.5903 6.9969 3500.000 1.7988 0 27 0.6810 0 25 0.0043 93.1419 92.9233 .1148 .2638
L28 142.9406 2.4129 2000.000 0.3881 0 28 0.5470 0 34 0.0027 120.6998 113.7606 .0999 .1303
L29 111.2914 2.2238 2000.000 0.7920 0 30 0.7702 0 30 0.0071 113.7606 105.7547 .1303 .1274
L30 121.4510 2.4983 2000.000 1.0222 0 32 0.5390 0 33 0.0084 105.7547 97.9827 .1274 .2414
L31 81.3908 1.8198 2000.000 1.5279 0 31 0.4973 0 26 0.0188 97.9827 95.5613 .2414 .3807
L32 10.6189 1.0497 1500.000 1.6427 0 33 0.7690 0 34 0.1547 95.5613 94.7902 .5075 .4801
L33 13.2107 0.8025 900.0000 0.1927 0 25 0.3225 0 24 0.0146 97.7981 97.2670 .3201 .1633
L34 27.1462 0.7567 2000.000 1.7494 0 32 0.2289 0 32 0.0644 94.7902 94.7467 .3601 .3884
L35 151.1332 2.3985 2800.000 1.7520 0 34 0.6808 0 19 0.0116 94.7467 93.5047 .2774 .1874
L36 604.2278 7.2058 3400.000 1.8377 0 33 1.4357 0 23 0.0030 93.5047 92.9433 .1543 .1863
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 92.9433 92.9433 .0000 .0000
L37 268.7941 4.1638 3600.000 1.8575 0 33 0.4734 0 42 0.0069 92.9433 92.9233 .1759 .2565
L38 20.3679 0.8611 2000.000 3.4764 0 29 0.7636 0 27 0.1707 92.9233 92.8502 .4616 .4351
L39 220.6626 2.1612 4000.000 -3.4690 0 29 -0.6518 0 28 -0.0157 92.8502 92.7231 .1675 .1858
L41 24.3580 0.8853 2000.000 3.4554 0 30 0.4953 0 30 0.1419 92.7231 92.3445 .4216 .4322
4243 57.3946 1.4914 2000.000 3.6418 0 32 0.6514 0 31 0.0635 92.3445 91.4922 .4322 .4211
4344 63.4676 1.7564 2000.000 3.6148 0 34 0.7483 0 33 0.0570 91.4922 90.6749 .4211 .3374
6869 43.1813 0.6276 2800.000 3.8127 0 54 0.4434 0 54 0.0883 88.9850 88.8246 .4089 .4088
4445 86.8567 1.9041 2500.000 3.6847 0 35 0.4437 0 35 0.0424 90.6749 90.6012 .2700 .3605
4546 96.3889 3.0307 2500.000 3.7564 0 35 1.0485 0 24 0.0390 90.6012 90.2351 .3605 .3580
4647 19.5453 0.7456 2500.000 3.7292 0 36 0.9092 0 34 0.1908 90.2351 90.1366 .3580 .3267
4754 69.8137 1.6227 2500.000 3.7197 0 35 0.8645 0 31 0.0533 90.1366 90.0610 .3267 .3524
4849 68.7768 2.2981 2000.000 0.5735 0 25 0.6805 0 25 0.0083 90.8362 90.6465 .1281 .1182
4950 88.3261 2.2234 2360.000 0.5731 0 25 0.4054 0 25 0.0065 90.6464 90.6293 .1002 .1268
5051 69.6722 2.5632 2000.000 0.8242 0 25 0.6928 0 25 0.0118 90.6293 90.3244 .1496 .1272
5152 86.0599 3.2001 2000.000 0.8194 0 25 0.5625 0 32 0.0095 90.3244 90.3096 .1272 .1898
5253 70.2593 2.7867 2000.000 0.8939 0 25 0.9512 0 26 0.0127 90.3096 90.0613 .1898 .2657
5354 215.9379 3.0206 2500.000 0.8843 0 26 0.3470 0 23 0.0041 90.0613 90.0610 .2125 .3204
5462 217.9611 2.6925 2500.000 3.9273 0 40 0.2720 2 19 0.0180 90.0610 90.0591 .3204 .4556
5657 69.9273 5.9238 See the original
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