Original source · versioned page text
e5y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:58.
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 18.5211 46.3028 855.0000
N2 19.7449 49.3624 0.0000
N3 50.0000 50.0000 0.0000
N4 45.9097 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 38.5565 50.0000 0.0000
N12 27.3912 50.0000 0.0000
N13 47.0140 50.0000 0.0000
N14 37.3126 50.0000 0.0000
N15 7.8407 19.6019 0.0000
N24 24.4787 50.0000 0.0000
N25 37.4925 50.0000 0.0000
N26 30.2764 50.0000 0.0000
N27 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 37.4987 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 39.0364 50.0000 0.0000
N35 32.7779 50.0000 0.0000
N36 50.0000 50.0000 0.0000
N37 27.2259 50.0000 0.0000
N38 32.2497 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 26.0446 50.0000 0.0000
N42 20.5693 50.0000 0.0000
N43 46.2704 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N45 40.9463 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 22.7327 50.0000 0.0000
N47 28.5654 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 39.5650 50.0000 0.0000
N52 32.1167 50.0000 0.0000
N53 17.8586 44.6465 0.0000
N54 35.8866 50.0000 0.0000
N55 0.8063 2.0158 19340.0000
N56 1.7679 4.4199 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 37.3059 50.0000 0.0000
N63 0.5974 1.4934 1390.0000
N64 24.8192 50.0000 0.0000
N65 37.7658 50.0000 0.0000
N66 30.0188 50.0000 0.0000
N67 15.2705 38.1763 0.0000
N68 11.2259 28.0647 0.0000
D1 11.5357 28.8393 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 3.9219 3.9219 11.0058 0.0833 0.0054 0.0768 Normal Soln
L2 4.3232 4.3232 13.1342 0.0000 0.0054 0.0552 Normal Soln
L3 6.5400 6.5400 30.1575 0.0000 0.0066 0.0811 Normal Soln
L4 5.9841 5.9841 25.7402 0.0000 0.0085 0.2255 Normal Soln
L5 3.7200 3.7200 15.7443 0.0000 0.0071 0.2773 Normal Soln
L6 3.8951 3.8951 23.0137 0.0000 -0.0095 0.0748 Normal Soln
L7 3.6281 3.6281 50.0000 3.5000 0.0140 0.0483 Normal Soln
L8 3.0739 3.0739 50.0000 223.9167 0.0219 0.0746 Normal Soln
L9 5.9243 5.9243 23.4553 0.0000 0.0097 0.6826 Normal Soln
L10 4.1023 4.1023 29.2101 2.8333 0.0115 0.0161 Normal Soln
L11 6.1322 6.1322 50.0000 0.0000 0.0407 0.0477 Normal Soln
L12 5.2544 5.2544 50.0000 0.0000 0.0710 0.0567 Normal Soln
L13 5.7573 5.7573 50.0000 0.0000 0.0759 0.1089 Normal Soln
L14 4.4651 4.4651 15.4114 0.0000 0.0683 1.3813 Normal Soln
L15 5.3627 5.3627 24.4269 0.0000 0.0366 0.1221 Normal Soln
L24 8.1881 8.1881 28.6179 0.0000 0.0416 0.1079 Normal Soln
L25 5.7741 5.7741 25.2953 0.0000 0.0296 0.0668 Normal Soln
L26 4.7803 4.7803 15.2952 0.0000 0.0326 0.1637 Normal Soln
L27 4.8765 4.8765 17.7626 0.0000 0.0337 0.0156 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0044 0.0106 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0057 0.0273 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0083 0.0320 Normal Soln
L31 38.0433 38.0433 50.0000 0.0000 0.0153 0.0702 Normal Soln
L32 6.9126 6.9126 22.9808 0.0000 0.0099 0.5771 Normal Soln
L33 6.8768 6.8768 27.8695 0.0000 -0.0026 0.0572 Normal Soln
L34 6.8788 6.8788 50.0000 0.0000 0.0143 0.2431 Normal Soln
L35 9.4676 9.4676 30.1694 0.0000 0.0278 0.0436 Normal Soln
L36 6.2679 6.2679 12.4079 0.0000 0.0231 0.0111 Normal Soln
W2637 14.9460 14.9460 50.0000 0.0000 0.0001 0.0001 Normal Soln
L37 8.4056 8.4056 42.6203 0.0000 0.0150 0.0255 Normal Soln
L38 4.5260 4.5260 16.5423 0.0000 0.0340 0.6145 Normal Soln
L39 3.1560 3.1560 12.9572 0.0000 -0.0384 0.0567 Normal Soln
L41 17.0971 17.0971 50.0000 0.0000 0.0280 0.5126 Normal Soln
4243 21.9494 21.9494 50.0000 0.0000 0.0242 0.2234 Normal Soln
4344 17.8437 17.8437 50.0000 0.0000 0.0224 0.2014 Normal Soln
6869 6.0096 6.0096 39.1228 0.0000 0.0117 0.3127 Normal Soln
4445 10.7338 10.7338 50.0000 0.0000 -0.0443 0.1483 Normal Soln
4546 7.9971 7.9971 23.8894 0.0000 -0.3189 0.1376 Normal Soln
4647 5.7085 5.7085 19.9231 0.0000 0.0321 0.6495 Normal Soln
4754 9.7533 9.7533 36.6728 0.0000 0.0326 0.1867 Normal Soln
4849 5.5496 5.5496 14.8660 0.0000 0.0042 0.0315 Normal Soln
4950 2.8108 2.8108 10.9187 0.0000 0.0048 0.0272 Normal Soln
5051 8.4650 8.4650 22.2758 0.0000 0.0068 0.0478 Normal Soln
5152 2.5455 2.5455 7.6280 0.0000 -0.0096 0.0794 Normal Soln
5253 7.7739 7.7739 17.8942 0.0000 -0.0333 0.0744 Normal Soln
5354 8.8522 8.8522 50.0000 0.0000 -0.0270 0.0514 Normal Soln
5462 3.3080 3.3080 43.9847 0.0000 0.0457 0.1468 Normal Soln
5657 10.2496 10.2496 23.3621 0.0000 -0.0014 0.0008 Normal Soln
5758 47.9445 47.9445 50.0000 0.0000 0.0008 0.0006 Normal Soln
5859 10.6667 10.6667 27.7998 0.0000 0.0027 0.0333 Normal Soln
5960 10.9525 10.9525 26.7157 0.0000 0.0024 0.0314 Normal Soln
6061 10.9879 10.9879 50.0000 0.0000 0.0025 0.0159 Normal Soln
6162 9.8302 9.8302 22.5813 0.0000 0.0049 0.0136 Normal Soln
6465 10.2051 10.2051 34.7894 0.0000 0.0304 0.1465 Normal Soln
6566 10.4155 10.4155 49.3915 0.0000 -0.0397 0.2326 Normal Soln
6667 14.7043 14.7043 50.0000 0.0000 -0.0199 0.2825 Normal Soln
L595 1.6101 1.6101 42.5671 0.0000 0.0682 0.3467 Normal Soln
5556ova 7.5497 7.5497 12.2323 0.0000 0.0024 0.0491 Normal Soln
5556unda 3.0967 3.0967 8.2742 0.0000 -0.0081 1.9075 Normal Soln
5663ova 42.6190 42.6190 50.0000 0.0000 0.0018 0.0844 Normal Soln
5663und 15.1186 15.1186 38.5719 0.0000 0.0046 2.2791 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0022 0.0037 Normal Soln
6364und 14.7599 14.7599 28.2229 0.0000 0.0049 2.0576 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.1742 1.1742 2.7831 55.4167 0.0077 1.8734 Normal Soln
6768ova 4.8531 4.8531 11.0378 0.0000 0.0112 0.2943 Normal Soln
6768und 1.4958 1.4958 4.1980 74.2500 0.0053 1.4578 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...................................4546
*===============================================*
* 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/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.08 / 87.76/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ 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/ 0.12 / 88.75/ N65/ 0.15 / 88.23/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/
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/ 0.02 / 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/ 0.03 / 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/ 0.20 / 4344/ 0.23 / 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/ 0.34 /
6566/ 0.18 / 6667/ 0.04 / 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/ 0.37 / 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/ 10.77 / L8/ 16.94 / L9/ 2.02 /
L10/ 5.87 / L11/ 10.47 / L12/ 12.65 /
L13/ 13.25 / L14/ 0.48 / L15/ 4.26 /
L24/ 0.95 / L25/ 1.27 / L26/ 0.96 /
L27/ 1.42 / L28/ 0.20 / L29/ 0.47 /
L30/ 2.43 / L31/ 2.13 / L32/ 0.86 /
L33/ 0.07 / L34/ 4.30 / L35/ 0.73 /
L36/ 0.49 / W2637/ 0.01 / L37/ 1.70 /
L38/ 2.24 / L39/ 2.37 / L41/ 1.99 /
4243/ 1.52 / 4344/ 1.43 / 6869/ 2.52 /
4445/ 2.51 / 4546/ 0.73 / 4647/ 2.34 /
4754/ 1.45 / 4849/ 0.24 / 4950/ 0.53 /
5051/ 0.27 / 5152/ 0.53 / 5253/ 0.22 /
5354/ 1.36 / 5462/ 2.79 / 5657/ 0.16 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.42 / 6162/ 0.04 / 6465/ 0.91 /
6566/ 1.35 / 6667/ 4.20 / L595/ 3.73 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.04 /
5663und/ 0.15 / 6364ova/ 0.11 / 6364und/ 0.28 /
6264ova/ 0.00 / 6264und/ 0.55 / 6768ova/ 0.12 /
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/ 0.11 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.08 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / 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/ 0.13 / N65/ 0.15 /
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/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.24 / 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/ 10.25 / N65/ 10.77 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.71 / N2/ 0.56 / N3/ 0.64 /
N4/ 0.85 / N5/ 0.81 / N6/ 0.68 /
N7/ 1.22 / N8/ 1.75 / N9/ 2.18 /
N10/ 1.85 / N11/ 0.90 / N12/ 1.50 /
N13/ 2.10 / N14/ 2.65 / N15/ 0.40 /
N24/ 0.60 / N25/ 0.54 / N26/ 0.90 /
N27/ 0.51 / N28/ 0.28 / N29/ 0.36 /
N30/ 0.37 / N31/ 0.63 / N32/ 0.97 /
N33/ 0.34 / N34/ 0.86 / N35/ 0.89 /
N36/ 0.66 / N37/ 0.84 / N38/ 1.13 /
N39/ 1.09 / N41/ 1.06 / N42/ 1.09 /
N43/ 1.02 / N44/ 0.88 / N45/ 1.13 /
N69/ 1.46 / N46/ 1.44 / N47/ 1.44 /
N48/ 0.33 / N49/ 0.35 / N50/ 0.43 /
N51/ 0.68 / N52/ 0.82 / N53/ 1.22 /
N54/ 1.57 / N55/ 1.06 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.12 / N59/ 0.16 /
N60/ 0.10 / N61/ 0.42 / N62/ 1.83 /
N63/ 1.30 / N64/ 1.05 / N65/ 1.56 /
N66/ 1.85 / N67/ 2.01 / N68/ 1.46 /
D1/ 2.00 /
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/ 5.03 / L12/ 9.63 /
L13/ 11.82 / L14/ 0.03 / L15/ 0.31 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.28 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.08 / 6869/ 0.23 /
4445/ 0.17 / 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/ 0.11 / 5462/ 0.21 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.07 /
6566/ 0.13 / 6667/ 0.67 / L595/ 0.28 /
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/ 5.66 / L6/ 18.88 /
L7/ 69.62 / L8/ 143.52 / L9/ 0.30 /
L10/ 26.15 / L11/ 83.07 / L12/ 158.93 /
L13/ 206.85 / L14/ 0.29 / L15/ 4.09 /
L24/ 0.78 / L25/ 1.01 / L26/ 0.86 /
L27/ 2.18 / L28/ 1.87 / L29/ 5.43 /
L30/ 27.40 / L31/ 11.75 / L32/ 1.17 /
L33/ 0.01 / L34/ 4.86 / L35/ 1.15 /
L36/ 0.60 / W2637/ 0.00 / L37/ 4.06 /
L38/ 3.34 / L39/ 3.66 / L41/ 7.47 /
4243/ 5.93 / 4344/ 4.25 / 6869/ 4.67 /
4445/ 5.68 / 4546/ 1.39 / 4647/ 3.74 /
4754/ 3.00 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.17 /
5354/ 3.31 / 5462/ 2.50 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.14 / 6162/ 0.05 / 6465/ 2.19 /
6566/ 4.67 / 6667/ 33.56 / L595/ 1.67 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 1.81 /
6264ova/ 0.00 / 6264und/ 0.56 / 6768ova/ 0.00 /
6768und/ 0.44 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 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/ 0.09 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.76/
4445/ 90.09/ 89.83 4546/ 89.83/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 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/ 88.75/ 88.23/
6566/ 88.23/ 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/ 88.75/ 88.75 6364und/ 95.75/ 88.75/
6264ova/ 88.75/ 88.75 6264und/ 88.78/ 88.75 6768ova/ 87.94/ 87.94/
6768und/ 87.99/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 17868
Total number of time steps during simulation.... 10730
Ratio of actual # of time steps / NTCYC......... 2.484
Average number of iterations per time step...... 1.665
Average time step size(seconds)................ 2.013
Smallest time step size(seconds)................ 0.556
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.959
Average minimum implicit time step (sec)........ 2.665
Average minimum junction time step (sec)........ 2.665
Average Courant Factor Tf....................... 2.665
Number of times omega reduced................... 221
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.11 11944 1 8 0 0 0
N2 0 1.12 12048 2 6 0 0 0
N3 0 1.10 11806 0 8 0 0 0
N4 0 1.13 12175 0 7 0 0 0
N5 0 1.24 13316 0 12 1 0 0
N6 0 1.54 16530 0 10 2 0 0
N7 0 2.28 24492 0 10 4 0 0
N8 0 3.06 32818 119 18 43 0 0
N9 0 2.42 25941 0 14 12 0 0
N10 0 1.11 11887 0 7 0 0 0
N11 0 1.67 17933 0 31 1 1 0
N12 0 2.46 26351 1 28 3 1 0
N13 0 2.82 30302 0 15 1 0 0
N14 0 2.26 24206 6 10 1 0 0
N15 0 1.09 11718 0 7 0 0 0
N24 0 1.11 11889 1 14 1 0 0
N25 0 1.10 11830 0 6 0 0 0
N26 0 1.19 12752 0 10 1 0 0
N27 0 1.14 12181 0 6 0 0 0
N28 0 1.07 11487 0 5 0 0 0
N29 0 1.11 11961 0 13 1 0 0
N30 0 1.15 12293 0 14 1 0 0
N31 0 1.09 11714 0 15 2 0 0
N32 0 1.11 11952 0 7 0 0 0
N33 0 1.09 11741 0 7 0 0 0
N34 0 1.17 12531 1 6 0 0 0
N35 0 1.23 13224 0 7 0 0 0
N36 0 1.12 12061 0 6 0 0 0
N37 0 1.15 12362 0 7 0 0 0
N38 0 1.22 13094 0 19 1 0 0
N39 0 1.15 12388 0 9 0 0 0
N41 0 1.19 12802 1 9 0 0 0
N42 0 1.18 12712 2 18 1 0 0
N43 0 1.18 12652 0 6 0 0 0
N44 0 1.17 12554 0 6 0 0 0
N45 0 1.16 12437 0 6 0 0 0
N69 0 1.27 13635 2 8 0 0 0
N46 0 1.18 12644 0 6 0 0 0
N47 0 1.17 12564 0 6 0 0 0
N48 0 1.10 11775 0 7 0 0 0
N49 0 1.19 12726 0 6 0 0 0
N50 0 1.17 12562 0 6 0 0 0
N51 0 1.52 16344 0 6 0 0 0
N52 0 1.50 16121 0 13 2 0 0
N53 0 1.81 19370 1 6 0 0 0
N54 0 1.92 20573 0 6 0 0 0
N55 0 1.12 12066 2 9 0 0 0
N56 0 1.18 12681 1 10 1 0 0
N57 0 1.01 10859 0 4 0 0 0
N58 0 1.06 11343 0 30 1 1 0
N59 0 1.08 11615 0 7 0 0 0
N60 0 1.09 11684 0 6 0 0 0
N61 0 1.08 11555 0 5 0 0 0
N62 0 2.28 24474 0 9 0 0 0
N63 0 1.27 13631 1 19 1 0 0
N64 0 1.17 12593 0 18 1 0 0
N65 0 1.16 12409 0 6 0 0 0
N66 0 1.24 13316 0 6 0 0 0
N67 0 1.37 14660 0 8 0 0 0
N68 0 1.27 13607 0 6 0 0 0
D1 0 1.92 20590 80 9 0 0 0
Total number of iterations for all junctions.. 897481
Minimum number of possible iterations......... 654530
Efficiency of the simulation.................. 1.37
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.5381 0 25 0.0000 6.4619 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2659 0 25 0.0000 7.7341 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0162 0 25 0.0000 8.9838 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3104 0 25 0.0000 9.6896 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8488 0 25 0.0000 10.1512 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5373 0 26 0.0000 10.4627 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5461 0 26 0.0000 10.4539 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5471 0 26 0.0000 10.4529 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5473 0 25 0.0000 10.4527 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8536 0 26 0.0000 11.1464 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5989 0 25 0.0000 12.4011 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6003 0 26 0.0000 12.3997 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6006 0 25 0.0000 12.3994 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6012 0 25 0.0000 12.3988 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8588 0 26 0.0000 15.1412 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6338 0 26 0.0000 15.3662 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1339 0 26 0.0000 15.8661 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7464 0 26 0.0000 16.2536 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2496 0 26 0.0000 16.7504 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7835 0 26 0.0000 9.2165 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8628 0 26 0.0000 6.1372 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8666 0 30 0.0000 4.1334 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1301 0 29 0.0000 11.8699 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7725 0 31 0.0000 14.2275 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8515 0 25 0.0000 12.1485 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9329 0 32 0.0000 15.0671 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8646 0 32 0.0000 15.1354 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6402 0 32 0.0000 16.3598 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1519 0 29 0.0000 16.8481 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1332 0 29 0.0000 16.8668 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.0675 0 29 0.0000 16.9325 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9427 0 29 0.0000 17.0573 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.5740 0 31 0.0000 17.4260 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.6711 0 32 0.0000 18.3289 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8804 0 42 0.0000 19.1196 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.8315 0 43 0.0000 19.1685 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.1365 0 46 0.0000 20.8635 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.7786 0 45 0.0000 19.2214 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.7603 0 45 0.0000 9.2397 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9134 0 25 0.0000 8.0866 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.7583 0 45 0.0000 8.2417 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.7563 0 45 0.0000 8.2437 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.7536 0 45 0.0000 8.2464 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.7536 0 45 0.0000 8.2464 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.7532 0 45 0.0000 8.2468 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.7530 0 45 0.0000 8.2470 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9820 0 25 0.0000 10.0180 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5364 0 25 0.0000 10.4636 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2351 0 26 0.0000 10.7649 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5610 0 25 0.0000 6.4390 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7593 0 25 0.0000 7.2407 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2624 0 25 0.0000 7.7376 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9235 0 26 0.0000 8.0765 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.7525 0 45 0.0000 8.2475 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0478 0 25 0.0000 1.9522 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6797 0 45 0.0000 9.3203 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6436 0 45 0.0000 9.3564 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6273 0 45 0.0000 9.3727 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6176 0 46 0.0000 9.3824 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.2965 0 46 0.0000 9.7035 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.7524 0 45 0.0000 19.2476 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 0.8699 0 25 0.9543 0 25 0.0366 103.5380 102.2659 .3540 .2779
L2 31.3792 2.1255 2000.000 0.8656 0 25 0.8376 0 25 0.0276 102.2659 101.0162 .2779 .3181
L3 21.1637 1.3610 2000.000 0.8579 0 25 0.5307 0 25 0.0405 101.0162 100.3104 .3181 .4252
L4 14.8201 1.0611 2000.000 1.6552 0 25 0.6216 0 25 0.1117 100.3104 99.8488 .4252 .4044
L5 14.1212 0.8828 2000.000 1.6467 0 25 0.6352 0 25 0.1166 99.8488 99.5373 .4044 .3387
L6 107.6004 6.2310 2000.000 1.6495 0 25 0.4434 0 25 0.0153 99.5373 99.5461 .3386 .6080
L7 212.9831 7.4760 2500.000 1.6439 0 25 0.1610 0 25 0.0077 99.5461 99.5471 .4864 .6988
L8 226.7844 7.2108 2500.000 1.8545 0 25 0.0940 0 25 0.0082 99.5471 99.5473 .6988 .8709
L9 5.4768 0.2939 750.0000 1.8371 0 26 0.4270 0 26 0.3354 99.5473 99.3831 .4364 .2307
L10 230.8083 6.4942 2000.000 1.8353 0 26 0.3423 0 26 0.0080 98.8536 97.5989 .0768 .4494
L11 134.5580 5.4457 2000.000 1.8474 0 26 0.2048 0 26 0.0137 97.5989 97.6003 .4494 .7502
L12 167.9513 6.1279 2500.000 1.8561 0 26 0.1314 0 26 0.0111 97.6003 97.6006 .6001 .8402
L13 106.1819 4.1036 2750.000 2.5435 0 25 0.1506 0 25 0.0240 97.6006 97.6012 .7639 .9641
L14 3.7006 0.2681 800.0000 2.5336 0 25 0.6489 0 25 0.6846 97.6012 97.5239 .5764 .4924
L15 41.4767 1.7786 1500.000 2.5316 0 26 0.5322 0 25 0.0610 94.8588 94.6338 .2659 .4026
L24 46.8109 1.7908 2000.000 2.5202 0 26 0.6989 0 26 0.0538 94.6338 94.1339 .3019 .2720
L25 97.5504 2.8633 2500.000 3.2608 0 26 0.6325 0 25 0.0334 94.1339 93.7464 .2176 .3586
L26 39.8090 1.2386 3000.000 3.2542 0 26 0.9814 0 26 0.0817 93.7464 93.2496 .2988 .1699
L27 416.5903 6.9969 3500.000 3.2529 0 26 0.8164 0 25 0.0078 93.2496 93.1332 .1456 .3238
L28 142.9406 2.4129 2000.000 0.7577 0 26 0.6525 0 32 0.0053 120.7835 113.8628 .1417 .1814
L29 111.2914 2.2238 2000.000 1.5029 0 28 0.9350 0 28 0.0135 113.8628 105.8666 .1814 .1833
L30 121.4510 2.4983 2000.000 1.9505 0 30 0.6957 0 31 0.0161 105.8666 98.1301 .1833 .3151
L31 81.3908 1.8198 2000.000 2.8624 0 29 0.5469 0 24 0.0352 98.1301 95.7725 .3151 .4862
L32 10.6189 1.0497 1500.000 3.0422 0 32 0.9160 0 32 0.2865 95.7725 94.9329 .6483 .5752
L33 13.2107 0.8025 900.0000 0.3346 0 25 0.3588 0 25 0.0253 97.8515 97.3034 .3795 .2038
L34 27.1462 0.7567 2000.000 3.2109 0 32 0.3177 0 30 0.1183 94.9329 94.8646 .4314 .4473
L35 151.1332 2.3985 2800.000 3.2164 0 32 0.7133 0 32 0.0213 94.8646 93.6402 .3195 .2358
L36 604.2278 7.2058 3400.000 3.3487 0 32 1.4514 0 18 0.0055 93.6402 93.1519 .1942 .2476
W2637 41.0450 1.2356 2000.000 0.0014 0 26 0.0428 0 26 0.0000 93.7464 93.6210 .0132 .0005
L37 268.7941 4.1638 3600.000 3.4066 0 32 0.5514 0 39 0.0127 93.1519 93.1332 .2338 .3148
L38 20.3679 0.8611 2000.000 6.2445 0 28 0.8463 0 26 0.3066 93.1332 93.0675 .5666 .5437
L39 220.6626 2.1612 4000.000 -6.2289 0 28 -0.7718 0 27 -0.0282 93.0675 92.9427 .2219 .2407
L41 24.3580 0.8853 2000.000 6.1942 0 29 0.6079 0 28 0.2543 92.9427 92.5740 .5313 .5470
4243 57.3946 1.4914 2000.000 6.4148 0 31 0.6957 0 27 0.1118 92.5740 91.6711 .5470 .5105
4344 63.4676 1.7564 2000.000 6.3960 0 32 0.8128 0 32 0.1008 91.6711 90.8804 .5105 .4402
6869 43.1813 0.6276 2800.000 6.7369 0 46 0.5112 0 46 0.1560 89.2965 89.1365 .5202 .5202
4445 86.8567 1.9041 2500.000 6.4460 0 32 0.5872 0 32 0.0742 90.8804 90.8315 .3522 .4526
4546 96.3889 3.0307 2500.000 6.4664 0 32 1.0507 0 20 0.0671 90.8315 90.7786 .4526 .5754
4647 19.5453 0.7456 2500.000 6.2340 0 32 1.0039 0 26 0.3190 90.7786 90.7603 .5754 .5761
4754 69.8137 1.6227 2500.000 5.9465 0 32 0.8455 0 25 0.0852 90.7603 90.7530 .5761 .6292
4849 68.7768 2.2981 2000.000 1.0724 0 25 0.8078 0 25 0.0156 90.9134 90.7583 .1667 .1741
4950 88.3261 2.2234 2360.000 1.0632 0 25 0.5496 0 24 0.0120 90.7583 90.7563 .1476 .1806
5051 69.6722 2.5632 2000.000 1.4785 0 25 0.8534 0 25 0.0212 90.7563 90.7536 .2132 .3418
5152 86.0599 3.2001 2000.000 1.5403 0 25 0.7866 0 26 0.0179 90.7536 90.7536 .3418 .4118
5253 70.2593 2.7867 2000.000 1.7617 0 25 1.1181 0 24 0.0251 90.7536 90.7532 .4118 .6116
5354 215.9379 3.0206 2500.000 1.2908 0 23 0.4004 0 16 0.0060 90.7532 90.7530 .4893 .5972
5462 217.9611 2.6925 2500.000 5.8888 0 43 0.2729 2 30 0.0270 90.7530 90.7525 .5972 .7330
5657 69.9273 5.9238 See the original
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