Original source · versioned page text
e1y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:19.
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 12.4191 31.0478 760.0000
N2 9.7301 24.3254 0.0000
N3 43.2244 50.0000 0.0000
N4 27.9243 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 27.2076 50.0000 0.0000
N12 26.7394 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 42.6766 50.0000 0.0000
N15 9.9326 24.8316 0.0000
N24 16.3114 40.7786 0.0000
N25 36.7952 50.0000 0.0000
N26 37.2491 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 44.2054 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 38.9394 50.0000 0.0000
N35 42.1987 50.0000 0.0000
N36 42.4313 50.0000 0.0000
N37 34.4021 50.0000 0.0000
N38 34.5405 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 27.4944 50.0000 0.0000
N42 20.5074 50.0000 0.0000
N43 44.3367 50.0000 0.0000
N44 45.1652 50.0000 0.0000
N45 46.3179 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 50.0000 50.0000 0.0000
N53 30.0292 50.0000 0.0000
N54 27.4078 50.0000 0.0000
N55 0.8189 2.0472 1010.0000
N56 1.2531 3.1327 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 50.0000 50.0000 0.0000
N63 4.9494 12.3734 19820.0000
N64 34.0571 50.0000 0.0000
N65 42.7934 50.0000 0.0000
N66 36.7146 50.0000 0.0000
N67 13.2226 33.0566 0.0000
N68 10.2465 25.6163 0.0000
D1 20.6375 50.0000 0.0000
The junction requiring the smallest time step was...N63
*==========================================================*
| 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 4.3184 4.3184 12.4504 0.0833 0.0043 0.0412 Normal Soln
L2 4.9023 4.9023 15.2824 0.0000 0.0040 0.0300 Normal Soln
L3 7.3915 7.3915 36.0404 0.0000 0.0054 0.0439 Normal Soln
L4 6.8297 6.8297 30.2360 0.0000 -0.0062 0.1250 Normal Soln
L5 4.2173 4.2173 21.1767 0.0000 0.0051 0.1758 Normal Soln
L6 4.2580 4.2580 37.0616 0.0000 0.0068 0.0285 Normal Soln
L7 3.7864 3.7864 50.0000 7.2500 0.0123 0.0233 Normal Soln
L8 3.1681 3.1681 50.0000 252.0000 0.0207 0.0342 Normal Soln
L9 6.9966 6.9966 30.8951 0.0000 0.0082 0.3640 Normal Soln
L10 4.3693 4.3693 49.9111 7.3333 0.0087 0.0087 Normal Soln
L11 6.4088 6.4088 50.0000 0.0000 -0.0314 0.0312 Normal Soln
L12 5.3942 5.3942 50.0000 0.0000 0.0409 0.0253 Normal Soln
L13 5.7986 5.7986 50.0000 0.0000 0.0439 0.0646 Normal Soln
L14 5.0986 5.0986 22.0180 0.0000 0.0768 0.7522 Normal Soln
L15 6.1896 6.1896 28.6901 0.0000 0.0310 0.0672 Normal Soln
L24 9.6059 9.6059 34.4996 0.0000 0.0385 0.0590 Normal Soln
L25 6.8076 6.8076 30.7408 0.0000 0.0263 0.0362 Normal Soln
L26 5.5819 5.5819 19.2889 0.0000 0.0312 0.0878 Normal Soln
L27 5.5730 5.5730 19.7463 0.0000 0.0304 0.0084 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0034 0.0048 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 -0.0396 0.0131 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0050 0.0144 Normal Soln
L31 38.9797 38.9797 50.0000 0.0000 0.0135 0.0324 Normal Soln
L32 8.0881 8.0881 28.5931 0.0000 0.0102 0.2690 Normal Soln
L33 7.3477 7.3477 30.6384 0.0000 -0.0020 0.0336 Normal Soln
L34 7.8049 7.8049 50.0000 0.0000 0.0104 0.1182 Normal Soln
L35 9.6161 9.6161 31.4515 0.0000 0.0281 0.0205 Normal Soln
L36 6.2749 6.2749 12.4231 0.0000 0.0226 0.0053 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.8885 9.8885 49.7028 0.0000 0.0147 0.0123 Normal Soln
L38 5.1227 5.1227 17.9401 0.0000 0.0322 0.3099 Normal Soln
L39 3.6975 3.6975 15.8610 0.0000 -0.0376 0.0286 Normal Soln
L41 20.9472 20.9472 50.0000 0.0000 0.0248 0.2594 Normal Soln
4243 24.1417 24.1417 50.0000 0.0000 0.0201 0.1125 Normal Soln
4344 20.0147 20.0147 50.0000 0.0000 0.0172 0.0999 Normal Soln
6869 7.1219 7.1219 48.5157 0.0000 0.0111 0.1320 Normal Soln
4445 12.8135 12.8135 50.0000 0.0000 -0.0375 0.0737 Normal Soln
4546 9.1135 9.1135 23.8105 0.0000 0.0229 0.0672 Normal Soln
4647 6.5788 6.5788 23.1099 0.0000 0.0195 0.3317 Normal Soln
4754 11.6151 11.6151 34.8601 0.0000 0.0190 0.0944 Normal Soln
4849 6.4268 6.4268 17.8111 0.0000 0.0038 0.0163 Normal Soln
4950 3.3361 3.3361 15.1170 0.0000 0.0038 0.0127 Normal Soln
5051 9.9762 9.9762 27.4688 0.0000 0.0053 0.0236 Normal Soln
5152 3.0131 3.0131 12.6011 0.0000 0.0054 0.0191 Normal Soln
5253 8.7768 8.7768 21.0324 0.0000 -0.0072 0.0268 Normal Soln
5354 14.4031 14.4031 50.0000 0.0000 -0.0196 0.0154 Normal Soln
5462 4.4068 4.4068 44.2389 0.0000 0.0243 0.0426 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 12.3064 12.3064 34.6869 0.0000 0.0021 0.0205 Normal Soln
5960 12.5196 12.5196 31.4313 0.0000 -0.0021 0.0191 Normal Soln
6061 12.1824 12.1824 50.0000 0.0000 0.0017 0.0097 Normal Soln
6162 11.7421 11.7421 23.4237 0.0000 0.0030 0.0082 Normal Soln
6465 12.2512 12.2512 35.3020 0.0000 0.0183 0.0870 Normal Soln
6566 13.3774 13.3774 50.0000 0.0000 -0.0402 0.1160 Normal Soln
6667 18.4558 18.4558 50.0000 0.0000 0.0094 0.1195 Normal Soln
L595 1.9610 1.9610 44.2495 0.0000 0.0318 0.1048 Normal Soln
5556ova 14.8545 14.8545 29.9374 0.0000 -0.0005 0.0039 Normal Soln
5556unda 3.1984 3.1984 8.4679 0.0000 -0.0075 1.8616 Normal Soln
5663ova 50.0000 50.0000 50.0000 0.0000 0.0009 0.0150 Normal Soln
5663und 15.4818 15.4818 39.1740 0.0000 0.0041 2.2441 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6364und 17.1793 17.1793 28.9740 0.0000 -0.1888 38.3067 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.7209 1.7209 4.6981 26.6667 -0.0063 1.0242 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.8507 1.8507 5.8446 66.6667 0.0047 0.8807 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...................................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/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.06 / 97.56/ N32/ 0.13 / 94.93/
N33/ 0.00 / 97.51/ N34/ 0.05 / 94.12/ N35/ 0.12 / 94.09/
N36/ 0.05 / 93.03/ N37/ 0.04 / 92.35/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.11 / 90.76/ N44/ 0.07 / 90.07/ N45/ 0.12 / 89.82/
N69/ 0.06 / 87.74/ N46/ 0.12 / 89.46/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.11 / 88.74/ N65/ 0.13 / 88.21/
N66/ 0.21 / 87.99/ N67/ 0.37 / 87.98/ N68/ 0.08 / 87.92/
D1/ 0.04 / 88.79/
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/ 0.01 / L39/ -0.01 / L41/ 0.01 /
4243/ 0.01*/ 4344/ 0.01 / 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/ 0.07 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.04 / L31/ 0.07 / L32/ 0.20 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.22 /
L36/ 0.34 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.06 / L39/ -0.04 / L41/ 0.12 /
4243/ 0.18 / 4344/ 0.21 / 6869/ 0.10 /
4445/ 0.10 / 4546/ 0.34 / 4647/ 0.11 /
4754/ 0.20 / 4849/ 0.05 / 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/ 0.32 /
6566/ 0.15 / 6667/ 0.03 / L595/ 0.05 /
5556ova/ 0.00 / 5556unda/ 0.28 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.29 / 6768ova/ 0.00 /
6768und/ 0.47 /
Conduit/ Width
L1/ 0.08 / L2/ 0.09 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.90 /
L10/ 5.84 / L11/ 10.38 / L12/ 12.58 /
L13/ 13.18 / L14/ 0.45 / L15/ 4.16 /
L24/ 0.88 / L25/ 1.15 / L26/ 0.87 /
L27/ 1.36 / L28/ 0.18 / L29/ 0.38 /
L30/ 1.91 / L31/ 1.82 / L32/ 0.73 /
L33/ 0.06 / L34/ 3.63 / L35/ 0.63 /
L36/ 0.39 / W2637/ 0.00 / L37/ 1.58 /
L38/ 2.18 / L39/ 2.31 / L41/ 1.91 /
4243/ 1.36 / 4344/ 1.25 / 6869/ 1.96 /
4445/ 2.21 / 4546/ 0.66 / 4647/ 2.11 /
4754/ 1.32 / 4849/ 0.21 / 4950/ 0.46 /
5051/ 0.24 / 5152/ 0.46 / 5253/ 0.19 /
5354/ 1.13 / 5462/ 2.30 / 5657/ 0.00 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.36 / 6162/ 0.04 / 6465/ 0.80 /
6566/ 1.22 / 6667/ 4.03 / L595/ 4.42 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.07 /
5663und/ 0.15 / 6364ova/ 0.00 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.53 / 6768ova/ 0.00 /
6768und/ 0.49 /
Junction/ EGL
N1/ 0.02 / N2/ 0.01 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.06 / N32/ 0.13 /
N33/ 0.00 / N34/ 3.05 / N35/ 0.12 /
N36/ 0.05 / N37/ 0.05 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.11 / N44/ 0.07 / N45/ 0.12 /
N69/ 0.06 / N46/ 0.13 / N47/ 0.12 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.13 /
N66/ 0.21 / N67/ 0.37 / N68/ 0.09 /
D1/ 0.04 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.44 / N32/ 15.07 /
N33/ 12.49 / N34/ 15.88 / N35/ 15.91 /
N36/ 16.97 / N37/ 17.65 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.24 / N44/ 19.93 / N45/ 20.18 /
N69/ 22.26 / N46/ 20.54 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.26 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.02 / N68/ 11.08 /
D1/ 21.21 /
Junction/ Max Volume
N1/ 0.56 / N2/ 0.44 / N3/ 0.50 /
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/ 0.42 / N26/ 0.70 /
N27/ 0.40 / N28/ 0.19 / N29/ 0.25 /
N30/ 0.23 / N31/ 0.45 / N32/ 0.72 /
N33/ 0.30 / N34/ 0.69 / N35/ 0.76 /
N36/ 0.49 / N37/ 0.60 / N38/ 0.89 /
N39/ 0.84 / N41/ 0.81 / N42/ 0.83 /
N43/ 0.81 / N44/ 0.64 / N45/ 0.87 /
N69/ 1.01 / N46/ 0.84 / N47/ 0.74 /
N48/ 0.25 / N49/ 0.24 / N50/ 0.30 /
N51/ 0.25 / N52/ 0.38 / N53/ 0.34 /
N54/ 0.69 / N55/ 0.98 / N56/ 1.07 /
N57/ 0.00 / N58/ 0.09 / N59/ 0.13 /
N60/ 0.08 / N61/ 0.35 / N62/ 0.95 /
N63/ 0.27 / N64/ 0.82 / N65/ 1.06 /
N66/ 1.32 / N67/ 1.48 / N68/ 1.01 /
D1/ 1.12 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.32 / L9/ 0.03 /
L10/ 2.57 / L11/ 4.96 / L12/ 9.54 /
L13/ 11.72 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.14 / L31/ 0.11 / L32/ 0.04 /
L33/ 0.00 / L34/ 0.22 / L35/ 0.04 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.35 / L41/ 0.11 /
4243/ 0.08 / 4344/ 0.07 / 6869/ 0.18 /
4445/ 0.14 / 4546/ 0.04 / 4647/ 0.14 /
4754/ 0.08 / 4849/ 0.01 / 4950/ 0.02 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.09 / 5462/ 0.17 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.05 /
6566/ 0.11 / 6667/ 0.63 / L595/ 0.33 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.32 / L5/ 5.61 / L6/ 18.79 /
L7/ 69.43 / L8/ 143.23 / L9/ 0.29 /
L10/ 25.72 / L11/ 81.82 / L12/ 157.45 /
L13/ 205.12 / L14/ 0.25 / L15/ 3.87 /
L24/ 0.68 / L25/ 0.92 / L26/ 0.78 /
L27/ 2.04 / L28/ 1.63 / L29/ 4.36 /
L30/ 21.52 / L31/ 9.71 / L32/ 0.89 /
L33/ 0.01 / L34/ 3.90 / L35/ 0.88 /
L36/ 0.48 / W2637/ 0.00 / L37/ 3.71 /
L38/ 3.17 / L39/ 3.51 / L41/ 6.10 /
4243/ 4.81 / 4344/ 3.42 / 6869/ 3.62 /
4445/ 4.74 / 4546/ 1.11 / 4647/ 2.88 /
4754/ 2.42 / 4849/ 0.11 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.15 /
5354/ 2.75 / 5462/ 2.06 / 5657/ 0.00 /
5758/ 0.16 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.12 / 6162/ 0.04 / 6465/ 1.69 /
6566/ 3.91 / 6667/ 31.27 / L595/ 1.98 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.54 /
6264ova/ 0.00 / 6264und/ 0.52 / 6768ova/ 0.00 /
6768und/ 0.33 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.03 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.04 / L35/ 0.04 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.05 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.05 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.06 /
4445/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.14 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.56 L31/ 97.56/ 94.93 L32/ 94.93/ 94.12/
L33/ 97.51/ 97.12 L34/ 94.12/ 94.09 L35/ 94.09/ 93.03/
L36/ 93.03/ 92.35 W2637/ 92.35/ 92.35 L37/ 92.35/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.76 4344/ 90.76/ 90.07 6869/ 87.92/ 87.74/
4445/ 90.07/ 89.82 4546/ 89.82/ 89.46 4647/ 89.46/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.94 5253/ 89.94/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.74/ 88.21/
6566/ 88.21/ 87.99 6667/ 87.99/ 87.98 L595/ 88.93/ 88.79/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.74/ 88.74 6364und/ 95.75/ 88.74/
6264ova/ 88.74/ 88.74 6264und/ 88.79/ 88.74 6768ova/ 87.92/ 87.92/
6768und/ 87.98/ 87.92
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 14071
Total number of time steps during simulation.... 9294
Ratio of actual # of time steps / NTCYC......... 2.151
Average number of iterations per time step...... 1.514
Average time step size(seconds)................ 2.324
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.232
Average minimum implicit time step (sec)........ 3.145
Average minimum junction time step (sec)........ 3.145
Average Courant Factor Tf....................... 3.145
Number of times omega reduced................... 301
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.15 10689 1 12 1 0 0
N2 0 1.16 10826 4 8 0 0 0
N3 0 1.14 10612 0 8 0 0 0
N4 0 1.18 11009 0 5 0 0 0
N5 0 1.32 12288 0 12 1 0 0
N6 0 1.57 14553 0 8 0 0 0
N7 0 2.45 22747 0 13 15 0 0
N8 0 3.29 30585 118 17 81 0 0
N9 0 2.57 23842 27 13 35 0 0
N10 0 1.15 10707 0 7 0 0 0
N11 0 1.79 16682 0 31 1 1 0
N12 0 2.62 24308 0 9 0 0 0
N13 0 3.02 28034 0 8 0 0 0
N14 0 2.45 22751 5 10 1 0 0
N15 0 1.14 10617 0 8 0 0 0
N24 0 1.14 10624 0 14 1 0 0
N25 0 1.18 10980 0 6 0 0 0
N26 0 1.24 11550 1 10 1 0 0
N27 0 1.22 11313 0 6 0 0 0
N28 0 1.06 9829 0 5 0 0 0
N29 0 1.14 10563 0 13 1 0 0
N30 0 1.18 10935 0 14 1 0 0
N31 0 1.09 10099 0 15 2 0 0
N32 0 1.15 10702 0 7 0 0 0
N33 0 1.13 10468 0 7 0 0 0
N34 0 1.20 11173 1 6 0 0 0
N35 0 1.26 11707 0 6 0 0 0
N36 0 1.12 10430 0 6 0 0 0
N37 0 1.19 11073 0 7 0 0 0
N38 0 1.23 11452 0 19 1 0 0
N39 0 1.17 10896 0 9 0 0 0
N41 0 1.24 11527 0 9 0 0 0
N42 0 1.20 11158 2 18 1 0 0
N43 0 1.24 11485 0 6 0 0 0
N44 0 1.18 10985 0 6 0 0 0
N45 0 1.19 11049 0 6 0 0 0
N69 0 1.20 11168 1 8 0 0 0
N46 0 1.19 11056 0 6 0 0 0
N47 0 1.19 11031 0 6 0 0 0
N48 0 1.12 10393 0 5 0 0 0
N49 0 1.19 11087 0 7 0 0 0
N50 0 1.18 10997 0 6 0 0 0
N51 0 1.21 11210 0 6 0 0 0
N52 0 1.23 11445 0 6 0 0 0
N53 0 1.39 12912 0 6 0 0 0
N54 0 1.49 13835 2 16 1 0 0
N55 0 1.09 10163 2 14 1 0 0
N56 0 1.15 10658 0 10 1 0 0
N57 0 1.00 9294 0 1 0 0 0
N58 0 1.09 10105 0 5 0 0 0
N59 0 1.13 10473 1 7 0 0 0
N60 0 1.16 10768 0 6 0 0 0
N61 0 1.13 10479 0 5 0 0 0
N62 0 1.94 18005 0 13 1 0 0
N63 0 1.46 13572 86 19 134 0 0
N64 0 1.33 12404 2 13 50 0 0
N65 0 1.15 10715 0 6 0 0 0
N66 0 1.17 10919 0 6 0 0 0
N67 0 1.21 11222 0 6 0 0 0
N68 0 1.16 10771 0 6 0 0 0
D1 0 1.71 15882 48 8 0 0 0
Total number of iterations for all junctions.. 780812
Minimum number of possible iterations......... 566934
Efficiency of the simulation.................. 1.38
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.3898 0 15 0.0000 6.6102 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.1511 0 15 0.0000 7.8489 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.8845 0 15 0.0000 9.1155 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.1492 0 15 0.0000 9.8508 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.6840 0 15 0.0000 10.3160 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.4819 0 16 0.0000 10.5181 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.4858 0 16 0.0000 10.5142 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.4864 0 16 0.0000 10.5136 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.4865 0 16 0.0000 10.5135 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8064 0 16 0.0000 11.1936 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5713 0 15 0.0000 12.4287 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5716 0 15 0.0000 12.4284 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5715 0 15 0.0000 12.4285 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5717 0 16 0.0000 12.4283 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.7482 0 16 0.0000 15.2518 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5283 0 16 0.0000 15.4717 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0144 0 17 0.0000 15.9856 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.5531 0 17 0.0000 16.4469 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.1369 0 17 0.0000 16.8631 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.6876 0 16 0.0000 9.3124 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.7535 0 17 0.0000 6.2465 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7339 0 21 0.0000 4.2661 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 97.9543 0 19 0.0000 12.0457 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.5155 0 20 0.0000 14.4845 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8060 0 15 0.0000 12.1940 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.7648 0 20 0.0000 15.2352 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7271 0 20 0.0000 15.2729 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.4699 0 20 0.0000 16.5301 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 92.9098 0 19 0.0000 17.0902 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 92.8896 0 19 0.0000 17.1104 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.8196 0 19 0.0000 17.1804 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.6939 0 20 0.0000 17.3061 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.3113 0 21 0.0000 17.6887 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.4580 0 24 0.0000 18.5420 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.6414 0 25 0.0000 19.3586 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.5739 0 25 0.0000 19.4261 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.6921 0 39 0.0000 21.3079 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.1780 0 25 0.0000 19.8220 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.0558 0 25 0.0000 9.9442 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8331 0 15 0.0000 8.1669 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6454 0 15 0.0000 8.3546 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6288 0 15 0.0000 8.3712 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.3242 0 15 0.0000 8.6758 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3096 0 15 0.0000 8.6904 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 89.8739 0 30 0.0000 9.1261 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 89.8736 0 31 0.0000 9.1264 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9002 0 15 0.0000 10.0998 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.4721 0 16 0.0000 10.5279 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 92.5324 0 15 0.0000 6.4676 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7317 0 15 0.0000 7.2683 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2440 0 15 0.0000 7.7560 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8451 0 15 0.0000 8.1549 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 89.8706 0 31 0.0000 9.1294 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 96.0218 0 15 0.0000 2.9782 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.4475 0 30 0.0000 9.5525 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.1370 0 38 0.0000 9.8630 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.0965 0 39 0.0000 9.9035 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.0862 0 39 0.0000 9.9138 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.8522 0 39 0.0000 10.1478 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 89.8702 0 31 0.0000 20.1298 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 0.4733 0 15 0.8433 0 15 0.0199 103.3896 102.1511 .2798 .2205
L2 31.3792 2.1255 2000.000 0.4703 0 15 0.7204 0 15 0.0150 102.1510 100.8845 .2205 .2522
L3 21.1637 1.3610 2000.000 0.4643 0 15 0.4439 0 15 0.0219 100.8845 100.1492 .2522 .3446
L4 14.8201 1.0611 2000.000 0.9171 0 15 0.5292 0 15 0.0619 100.1492 99.6840 .3446 .3220
L5 14.1212 0.8828 2000.000 0.9088 0 15 0.4723 0 15 0.0644 99.6840 99.4819 .3220 .3110
L6 107.6004 6.2330 2000.000 0.9048 0 15 0.2753 0 15 0.0084 99.4819 99.4858 .3110 .5779
L7 212.9831 7.4760 2500.000 0.8980 0 15 0.0954 0 15 0.0042 99.4858 99.4864 .4623 .6745
L8 226.7844 7.2108 2500.000 1.0101 0 15 0.0544 0 15 0.0045 99.4864 99.4865 .6746 .8466
L9 5.4768 0.2939 750.0000 0.9905 0 16 0.3243 0 16 0.1808 99.4865 99.3536 .3553 .1915
L10 230.8083 6.4972 2000.000 0.9904 0 16 0.2004 0 16 0.0043 98.8064 97.5713 .0532 .4357
L11 134.5580 5.4511 2000.000 0.9994 0 16 0.1160 0 16 0.0074 97.5713 97.5716 .4357 .7358
L12 167.9513 6.1303 2500.000 1.0054 0 16 0.0734 0 16 0.0060 97.5716 97.5715 .5886 .8286
L13 106.1819 4.1066 2750.000 1.3917 0 15 0.0852 0 15 0.0131 97.5715 97.5717 .7533 .9533
L14 3.7006 0.2681 800.0000 1.3927 0 16 0.4542 0 50 0.3764 97.5717 97.5184 .5396 .4855
L15 41.4767 1.7799 1500.000 1.3899 0 16 0.4604 0 14 0.0335 94.7482 94.5283 .1921 .3322
L24 46.8109 1.7908 2000.000 1.3795 0 16 0.5798 0 16 0.0295 94.5283 94.0144 .2492 .2122
L25 97.5504 2.8662 2500.000 1.7677 0 17 0.5207 0 16 0.0181 94.0144 93.5531 .1698 .2812
L26 39.8090 1.2386 3000.000 1.7483 0 17 0.7776 0 17 0.0439 93.5531 93.1369 .2344 .1323
L27 416.5903 6.9969 3500.000 1.7460 0 17 0.7343 0 17 0.0042 93.1369 92.8896 .1134 .2542
L28 142.9406 2.4129 2000.000 0.3448 0 17 0.5079 0 15 0.0024 120.6876 113.7535 .0938 .1268
L29 111.2914 2.2238 2000.000 0.7155 0 18 0.7455 0 19 0.0064 113.7535 105.7339 .1268 .1170
L30 121.4510 2.4983 2000.000 0.8799 0 21 0.5064 0 21 0.0072 105.7339 97.9543 .1170 .2271
L31 81.3908 1.8198 2000.000 1.3231 0 19 0.4780 0 18 0.0163 97.9543 95.5155 .2271 .3578
L32 10.6189 1.0497 1500.000 1.4264 0 20 0.7372 0 20 0.1343 95.5155 94.7648 .4770 .4632
L33 13.2107 0.8025 900.0000 0.2106 0 15 0.3264 0 16 0.0159 97.8060 97.2717 .3289 .1686
L34 27.1462 0.7567 2000.000 1.5201 0 19 0.2096 0 19 0.0560 94.7648 94.7271 .3474 .3786
L35 151.1332 2.3985 2800.000 1.5262 0 20 0.6836 0 13 0.0101 94.7271 93.4699 .2704 .1750
L36 604.2278 7.2058 3400.000 1.5983 0 20 1.4509 0 16 0.0026 93.4699 92.9098 .1441 .1764
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 92.9098 92.9098 .0000 .0000
L37 268.7941 4.1638 3600.000 1.6216 0 21 0.4741 0 14 0.0060 92.9098 92.8896 .1666 .2471
L38 20.3679 0.8611 2000.000 3.1441 0 19 0.7812 0 17 0.1544 92.8896 92.8196 .4448 .4198
L39 220.6626 2.1612 4000.000 -3.1326 0 19 -0.6305 0 17 -0.0142 92.8196 92.6939 .1599 .1785
L41 24.3580 0.8853 2000.000 3.1207 0 20 0.4890 0 18 0.1281 92.6939 92.3113 .4069 .4156
4243 57.3946 1.4914 2000.000 3.2315 0 22 0.6434 0 20 0.0563 92.3113 91.4580 .4156 .4040
4344 63.4676 1.7564 2000.000 3.1764 0 24 0.7348 0 22 0.0500 91.4580 90.6414 .4040 .3207
6869 43.1813 0.6276 2800.000 2.8572 0 39 0.4122 0 39 0.0662 88.8522 88.6921 .3615 .3615
4445 86.8567 1.9041 2500.000 3.2051 0 25 0.4105 0 25 0.0369 90.6414 90.5739 .2565 .3496
4546 96.3889 3.0307 2500.000 3.2477 0 25 1.0500 0 18 0.0337 90.5739 90.1780 .3496 .3352
4647 19.5453 0.7456 2500.000 3.2489 0 26 0.8654 0 26 0.1662 90.1780 90.0558 .3352 .2943
4754 69.8137 1.6227 2500.000 3.2976 0 26 0.8898 0 24 0.0472 90.0558 89.8736 .2943 .2774
4849 68.7768 2.2981 2000.000 0.5589 0 15 0.6737 0 15 0.0081 90.8331 90.6454 .1265 .1177
4950 88.3261 2.2234 2360.000 0.5586 0 15 0.3969 0 15 0.0063 90.6454 90.6288 .0997 .1266
5051 69.6722 2.5632 2000.000 0.8213 0 15 0.6917 0 15 0.0118 90.6288 90.3242 .1494 .1271
5152 86.0599 3.2001 2000.000 0.8152 0 15 0.4761 0 15 0.0095 90.3242 90.3096 .1271 .1898
5253 70.2593 2.7867 2000.000 0.8935 0 15 0.9524 0 16 0.0127 90.3096 89.8739 .1898 .1720
5354 215.9379 3.0206 2500.000 0.8819 0 16 0.3956 0 15 0.0041 89.8739 89.8736 .1376 .2454
5462 217.9611 2.6925 2500.000 3.2298 0 29 0.2713 1 49 0.0148 89.8736 89.8706 .2454 .3802
5657 69.9273 5.9238 See the original
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