Original source · versioned page text
e5y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:02.
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 8.7143 21.7857 520.0000
N2 6.2725 15.6812 0.0000
N3 31.6821 50.0000 0.0000
N4 17.2221 43.0553 0.0000
N5 48.9754 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 20.1092 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 33.1335 50.0000 0.0000
N15 19.6022 49.0054 0.0000
N24 19.9461 49.8654 0.0000
N25 34.0208 50.0000 0.0000
N26 21.1578 50.0000 0.0000
N27 42.5349 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 31.3987 50.0000 0.0000
N33 40.0060 50.0000 0.0000
N34 32.0608 50.0000 0.0000
N35 35.5766 50.0000 0.0000
N36 27.4812 50.0000 0.0000
N37 28.8301 50.0000 0.0000
N38 24.4315 50.0000 0.0000
N39 39.9167 50.0000 0.0000
N41 20.1546 50.0000 0.0000
N42 20.2421 50.0000 0.0000
N43 34.8089 50.0000 0.0000
N44 41.2602 50.0000 0.0000
N45 29.9428 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 34.7404 50.0000 0.0000
N47 34.1796 50.0000 0.0000
N48 36.7660 50.0000 0.0000
N49 48.1485 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 34.1243 50.0000 0.0000
N53 19.7127 49.2817 0.0000
N54 21.2767 50.0000 0.0000
N55 0.7191 1.7978 20140.0000
N56 1.2359 3.0898 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 27.8511 50.0000 0.0000
N62 37.5525 50.0000 0.0000
N63 0.5530 1.3825 925.0000
N64 27.5058 50.0000 0.0000
N65 36.2521 50.0000 0.0000
N66 29.6694 50.0000 0.0000
N67 11.3535 28.3838 0.0000
N68 8.3338 20.8346 0.0000
D1 13.1140 32.7849 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 3.9014 3.9014 10.9244 0.0833 0.0106 0.0800 Normal Soln
L2 4.2908 4.2908 13.0018 0.0000 0.0080 0.0574 Normal Soln
L3 6.4951 6.4951 29.9495 0.0000 0.0100 0.0839 Normal Soln
L4 5.9258 5.9258 25.4224 0.0000 0.0164 0.2350 Normal Soln
L5 3.6867 3.6867 15.4401 0.0000 0.0151 0.2880 Normal Soln
L6 3.8698 3.8698 22.3399 0.0000 0.0145 0.0447 Normal Soln
L7 3.6158 3.6158 50.0000 5.8333 0.0226 0.0324 Normal Soln
L8 3.0666 3.0666 50.0000 242.6667 0.0281 0.0450 Normal Soln
L9 5.8533 5.8533 23.0248 0.0000 0.0187 0.7005 Normal Soln
L10 4.0749 4.0749 28.2821 5.7500 0.0154 0.0167 Normal Soln
L11 6.1063 6.1063 50.0000 0.0000 0.1004 0.0448 Normal Soln
L12 5.2395 5.2395 50.0000 0.0000 0.1408 0.0382 Normal Soln
L13 5.7528 5.7528 50.0000 0.0000 0.1486 0.0902 Normal Soln
L14 4.4154 4.4154 15.0103 0.0000 0.0839 1.4382 Normal Soln
L15 5.3019 5.3019 23.9223 0.0000 0.1097 0.1283 Normal Soln
L24 8.0914 8.0914 28.2020 0.0000 0.0804 0.1125 Normal Soln
L25 5.7057 5.7057 24.7850 0.0000 0.0771 0.0700 Normal Soln
L26 4.7287 4.7287 15.0488 0.0000 0.0448 0.1708 Normal Soln
L27 4.8104 4.8104 15.7136 0.0000 0.0582 0.0163 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0070 0.0100 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0128 0.0261 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0109 0.0293 Normal Soln
L31 38.0791 38.0791 50.0000 0.0000 0.0256 0.0649 Normal Soln
L32 7.0533 7.0533 23.5747 0.0000 0.0227 0.5212 Normal Soln
L33 6.7733 6.7733 27.2809 0.0000 0.0069 0.0600 Normal Soln
L34 7.0216 7.0216 50.0000 0.0000 0.0304 0.2189 Normal Soln
L35 9.5136 9.5136 30.1176 0.0000 0.0376 0.0396 Normal Soln
L36 6.2407 6.2407 12.3384 0.0000 0.0248 0.0100 Normal Soln
W2637 14.5307 14.5307 50.0000 0.0000 0.0002 0.0002 Normal Soln
L37 8.5640 8.5640 43.3854 0.0000 0.0216 0.0233 Normal Soln
L38 4.5574 4.5574 16.3805 0.0000 0.0520 0.5972 Normal Soln
L39 3.1779 3.1779 12.9496 0.0000 -0.0501 0.0550 Normal Soln
L41 17.2822 17.2822 50.0000 0.0000 0.0470 0.4935 Normal Soln
4243 21.9086 21.9086 50.0000 0.0000 0.0404 0.2142 Normal Soln
4344 18.0314 18.0314 50.0000 0.0000 0.0365 0.1917 Normal Soln
6869 6.3091 6.3091 41.5991 0.0000 0.0151 0.2440 Normal Soln
4445 10.8967 10.8967 50.0000 0.0000 0.0398 0.1408 Normal Soln
4546 8.0748 8.0748 23.8518 0.0000 -0.2599 0.1286 Normal Soln
4647 5.7086 5.7086 18.6153 0.0000 0.0439 0.6194 Normal Soln
4754 10.2726 10.2726 35.4654 0.0000 -0.0530 0.1745 Normal Soln
4849 5.5192 5.5192 14.7230 0.0000 0.0065 0.0318 Normal Soln
4950 2.7920 2.7920 10.5224 0.0000 0.0074 0.0250 Normal Soln
5051 8.3643 8.3643 22.8027 0.0000 0.0105 0.0466 Normal Soln
5152 2.5779 2.5779 8.5260 0.0000 0.0106 0.0465 Normal Soln
5253 7.4316 7.4316 16.8069 0.0000 -0.0176 0.0579 Normal Soln
5354 9.7682 9.7682 50.0000 0.0000 -0.0229 0.0371 Normal Soln
5462 3.4388 3.4388 44.0457 0.0000 0.0447 0.0994 Normal Soln
5657 9.1211 9.1211 18.2263 0.0000 -0.0031 0.0014 Normal Soln
5758 47.1830 47.1830 50.0000 0.0000 0.0014 0.0012 Normal Soln
5859 10.4171 10.4171 26.7887 0.0000 0.0039 0.0363 Normal Soln
5960 10.7222 10.7222 26.0177 0.0000 0.0053 0.0337 Normal Soln
6061 10.8546 10.8546 50.0000 0.0000 0.0033 0.0170 Normal Soln
6162 11.1161 11.1161 22.0268 0.0000 0.0054 0.0146 Normal Soln
6465 10.6927 10.6927 34.4259 0.0000 -0.0460 0.1269 Normal Soln
6566 10.9065 10.9065 47.2288 0.0000 0.0379 0.1993 Normal Soln
6667 15.0477 15.0477 50.0000 0.0000 0.0205 0.2371 Normal Soln
L595 1.6385 1.6385 42.5703 0.0000 0.0599 0.2286 Normal Soln
5556ova 7.3355 7.3355 11.7709 0.0000 0.0040 0.0538 Normal Soln
5556unda 3.0893 3.0893 8.2374 0.0000 -0.0087 2.0367 Normal Soln
5663ova 42.0667 42.0667 50.0000 0.0000 0.0031 0.0882 Normal Soln
5663und 15.1061 15.1061 38.5454 0.0000 0.0050 2.2610 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0058 0.0045 Normal Soln
6364und 14.7189 14.7189 28.0466 0.0000 0.0061 2.0112 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.2604 1.2604 2.9928 35.0000 0.0071 1.6886 Normal Soln
6768ova 6.0080 6.0080 14.2760 0.0000 0.0035 0.1247 Normal Soln
6768und 1.4998 1.4998 4.2099 70.6667 0.0066 1.3241 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/ 0.01 / 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/ 0.07 / 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/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ 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/ 0.12 / 88.75/ N65/ 0.13 / 88.21/
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/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.36 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 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/ 0.16 / 6667/ 0.03 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.29 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.34 / 6768ova/ 0.00 /
6768und/ 0.50 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.92 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.59 /
L13/ 13.18 / L14/ 0.45 / L15/ 4.17 /
L24/ 0.89 / L25/ 1.16 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.18 / L29/ 0.41 /
L30/ 2.13 / L31/ 1.97 / L32/ 0.79 /
L33/ 0.06 / L34/ 3.92 / L35/ 0.68 /
L36/ 0.43 / W2637/ 0.00 / L37/ 1.63 /
L38/ 2.20 / L39/ 2.33 / L41/ 1.94 /
4243/ 1.42 / 4344/ 1.32 / 6869/ 2.14 /
4445/ 2.31 / 4546/ 0.68 / 4647/ 2.19 /
4754/ 1.36 / 4849/ 0.21 / 4950/ 0.47 /
5051/ 0.24 / 5152/ 0.47 / 5253/ 0.19 /
5354/ 1.20 / 5462/ 2.45 / 5657/ 0.35 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.83 /
6566/ 1.27 / 6667/ 4.09 / L595/ 2.94 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.06 /
5663und/ 0.15 / 6364ova/ 0.03 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.04 /
6768und/ 0.50 /
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/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.05 / N37/ 0.06 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.07 / 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/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 /
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/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
N69/ 22.25 / N46/ 20.53 / 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/ 10.25 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.72 / N2/ 0.56 / N3/ 0.64 /
N4/ 0.86 / N5/ 0.82 / N6/ 0.68 /
N7/ 1.22 / N8/ 1.75 / N9/ 2.18 /
N10/ 1.86 / N11/ 0.90 / N12/ 1.50 /
N13/ 2.10 / N14/ 2.66 / N15/ 0.41 /
N24/ 0.61 / N25/ 0.55 / N26/ 0.91 /
N27/ 0.52 / N28/ 0.27 / N29/ 0.36 /
N30/ 0.35 / N31/ 0.61 / N32/ 0.94 /
N33/ 0.35 / N34/ 0.83 / N35/ 0.86 /
N36/ 0.63 / N37/ 0.83 / N38/ 1.12 /
N39/ 1.07 / N41/ 1.05 / N42/ 1.07 /
N43/ 1.01 / N44/ 0.82 / N45/ 1.03 /
N69/ 1.31 / N46/ 1.21 / N47/ 1.19 /
N48/ 0.34 / N49/ 0.31 / N50/ 0.36 /
N51/ 0.43 / N52/ 0.57 / N53/ 0.97 /
N54/ 1.32 / N55/ 1.07 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.13 / N59/ 0.16 /
N60/ 0.11 / N61/ 0.43 / N62/ 1.57 /
N63/ 1.30 / N64/ 0.97 / N65/ 1.49 /
N66/ 1.77 / N67/ 1.94 / N68/ 1.31 /
D1/ 1.74 /
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/ 6.62 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / L12/ 9.55 /
L13/ 11.73 / 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/ 0.16 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.25 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.12 /
4243/ 0.09 / 4344/ 0.07 / 6869/ 0.20 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.08 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.10 / 5462/ 0.18 / 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/ 0.64 / L595/ 0.22 /
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/ 1.33 / L5/ 5.62 / L6/ 18.81 /
L7/ 69.46 / L8/ 143.27 / L9/ 0.29 /
L10/ 25.78 / L11/ 81.97 / L12/ 157.63 /
L13/ 205.33 / L14/ 0.26 / L15/ 3.89 /
L24/ 0.69 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.09 / L28/ 1.68 / L29/ 4.76 /
L30/ 24.08 / L31/ 10.70 / L32/ 1.01 /
L33/ 0.01 / L34/ 4.32 / L35/ 1.00 /
L36/ 0.53 / W2637/ 0.00 / L37/ 3.85 /
L38/ 3.23 / L39/ 3.56 / L41/ 6.61 /
4243/ 5.25 / 4344/ 3.71 / 6869/ 3.96 /
4445/ 5.01 / 4546/ 1.19 / 4647/ 3.16 /
4754/ 2.60 / 4849/ 0.11 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.15 /
5354/ 2.92 / 5462/ 2.20 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.04 / 6465/ 1.86 /
6566/ 4.17 / 6667/ 32.04 / L595/ 1.32 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.62 /
6264ova/ 0.00 / 6264und/ 0.49 / 6768ova/ 0.00 /
6768und/ 0.36 /
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/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
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/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 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/ 101.72 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/ 97.57 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/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 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/ 88.75/ 88.21/
6566/ 88.21/ 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........ 16205
Total number of time steps during simulation.... 9969
Ratio of actual # of time steps / NTCYC......... 2.308
Average number of iterations per time step...... 1.626
Average time step size(seconds)................ 2.167
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.106
Average minimum implicit time step (sec)........ 2.901
Average minimum junction time step (sec)........ 2.901
Average Courant Factor Tf....................... 2.901
Number of times omega reduced................... 265
*=========================================================*
| 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 1.16 11613 0 6 0 0 0
N2 0 1.17 11628 5 17 2 0 0
N3 0 1.15 11505 0 8 0 0 0
N4 0 1.18 11717 0 6 0 0 0
N5 0 1.31 13014 0 12 1 0 0
N6 0 1.49 14811 0 11 2 0 0
N7 0 2.21 22065 0 13 2 0 0
N8 0 3.06 30477 111 16 69 0 0
N9 0 2.46 24562 42 19 47 0 0
N10 0 1.15 11416 1 8 0 0 0
N11 0 1.72 17142 0 31 1 1 0
N12 0 2.49 24839 1 14 1 0 0
N13 0 2.85 28374 0 9 0 0 0
N14 0 2.33 23208 5 10 1 0 0
N15 0 1.14 11396 0 7 0 0 0
N24 0 1.16 11538 1 14 1 0 0
N25 0 1.15 11493 0 7 0 0 0
N26 0 1.24 12372 1 11 2 0 0
N27 0 1.18 11760 0 7 0 0 0
N28 0 1.07 10629 0 6 0 0 0
N29 0 1.14 11413 0 13 1 0 0
N30 0 1.18 11745 0 14 2 0 0
N31 0 1.08 10767 0 15 2 0 0
N32 0 1.15 11420 0 7 0 0 0
N33 0 1.15 11432 0 10 1 0 0
N34 0 1.16 11591 0 7 0 0 0
N35 0 1.24 12350 2 7 0 0 0
N36 0 1.13 11218 1 7 0 0 0
N37 0 1.18 11789 0 10 1 0 0
N38 0 1.25 12414 0 19 1 0 0
N39 0 1.14 11401 0 9 0 0 0
N41 0 1.19 11883 0 9 0 0 0
N42 0 1.21 12092 2 18 1 0 0
N43 0 1.20 11981 0 7 0 0 0
N44 0 1.17 11640 0 7 0 0 0
N45 0 1.17 11665 0 6 0 0 0
N69 0 1.28 12733 5 9 0 0 0
N46 0 1.20 11979 0 6 0 0 0
N47 0 1.17 11657 0 6 0 0 0
N48 0 1.13 11221 0 5 0 0 0
N49 0 1.20 11915 1 8 0 0 0
N50 0 1.17 11650 0 6 0 0 0
N51 0 1.42 14120 0 7 0 0 0
N52 0 1.36 13517 0 8 0 0 0
N53 0 1.70 16955 0 7 0 0 0
N54 0 1.80 17903 1 9 0 0 0
N55 0 1.15 11473 0 7 0 0 0
N56 0 1.23 12270 9 17 1 0 0
N57 0 1.02 10201 0 5 0 0 0
N58 0 1.10 10966 0 30 1 1 0
N59 0 1.15 11446 0 8 0 0 0
N60 0 1.16 11554 0 7 0 0 0
N61 0 1.13 11216 0 6 0 0 0
N62 0 2.16 21559 0 10 1 0 0
N63 0 1.33 13216 1 24 15 0 0
N64 0 1.21 12102 0 18 10 0 0
N65 0 1.17 11667 0 6 0 0 0
N66 0 1.24 12408 0 6 0 0 0
N67 0 1.37 13660 2 7 0 0 0
N68 0 1.28 12753 1 6 0 0 0
D1 0 1.85 18438 73 9 0 0 0
Total number of iterations for all junctions.. 840939
Minimum number of possible iterations......... 608109
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 103.5484 0 15 0.0000 6.4516 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2736 0 15 0.0000 7.7264 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0245 0 15 0.0000 8.9755 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3238 0 15 0.0000 9.6762 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8614 0 15 0.0000 10.1386 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5414 0 15 0.0000 10.4586 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5505 0 15 0.0000 10.4495 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5517 0 15 0.0000 10.4483 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5519 0 16 0.0000 10.4481 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8574 0 16 0.0000 11.1426 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6031 0 15 0.0000 12.3969 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6044 0 15 0.0000 12.3956 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6046 0 15 0.0000 12.3954 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6053 0 15 0.0000 12.3947 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8693 0 16 0.0000 15.1307 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6428 0 16 0.0000 15.3572 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1447 0 15 0.0000 15.8553 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7619 0 16 0.0000 16.2381 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2585 0 16 0.0000 16.7415 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7748 0 16 0.0000 9.2252 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8647 0 16 0.0000 6.1353 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8487 0 19 0.0000 4.1513 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1090 0 17 0.0000 11.8910 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7372 0 20 0.0000 14.2628 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8616 0 15 0.0000 12.1384 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9007 0 20 0.0000 15.0993 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8349 0 20 0.0000 15.1651 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6090 0 20 0.0000 16.3910 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1359 0 18 0.0000 16.8641 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1190 0 18 0.0000 16.8810 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.0526 0 18 0.0000 16.9474 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9269 0 18 0.0000 17.0731 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.5519 0 20 0.0000 17.4481 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.6583 0 21 0.0000 18.3417 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8234 0 22 0.0000 19.1766 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.7289 0 23 0.0000 19.2711 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.9923 0 38 0.0000 21.0077 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.5494 0 29 0.0000 19.4506 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.5120 0 30 0.0000 9.4880 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9165 0 15 0.0000 8.0835 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.7193 0 15 0.0000 8.2807 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6941 0 15 0.0000 8.3059 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.4962 0 31 0.0000 8.5038 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.4960 0 30 0.0000 8.5040 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.4957 0 30 0.0000 8.5043 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.4954 0 30 0.0000 8.5046 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9868 0 15 0.0000 10.0132 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5385 0 15 0.0000 10.4615 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2378 0 16 0.0000 10.7622 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5663 0 15 0.0000 6.4337 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7645 0 15 0.0000 7.2355 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2659 0 15 0.0000 7.7341 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9295 0 15 0.0000 8.0705 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.4946 0 31 0.0000 8.5054 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0519 0 15 0.0000 1.9481 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6027 0 36 0.0000 9.3973 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.5672 0 37 0.0000 9.4328 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5537 0 37 0.0000 9.4463 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5467 0 37 0.0000 9.4533 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.1527 0 38 0.0000 9.8473 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.4945 0 31 0.0000 19.5055 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 0.9023 0 15 0.9616 0 15 0.0379 103.5484 102.2736 .3592 .2818
L2 31.3792 2.1255 2000.000 0.8977 0 15 0.8462 0 15 0.0286 102.2736 101.0245 .2818 .3222
L3 21.1637 1.3610 2000.000 0.8880 0 15 0.5342 0 15 0.0420 101.0244 100.3238 .3222 .4319
L4 14.8201 1.0611 2000.000 1.7274 0 15 0.6294 0 15 0.1166 100.3238 99.8614 .4319 .4107
L5 14.1212 0.8828 2000.000 1.7155 0 15 0.6477 0 15 0.1215 99.8614 99.5414 .4107 .3407
L6 107.6004 6.2327 2000.000 1.7129 0 15 0.4566 0 15 0.0159 99.5414 99.5505 .3407 .6102
L7 212.9831 7.4760 2500.000 1.7078 0 16 0.1663 0 15 0.0080 99.5504 99.5517 .4882 .7007
L8 226.7844 7.2108 2500.000 1.9375 0 15 0.0978 0 15 0.0085 99.5517 99.5519 .7007 .8728
L9 5.4768 0.2939 750.0000 1.9104 0 16 0.4343 0 16 0.3488 99.5519 99.3854 .4426 .2339
L10 230.8083 6.4968 2000.000 1.9103 0 16 0.3536 0 16 0.0083 98.8574 97.6031 .0787 .4516
L11 134.5580 5.4504 2000.000 1.9272 0 16 0.2122 0 16 0.0143 97.6031 97.6044 .4516 .7522
L12 167.9513 6.1300 2500.000 1.9432 0 16 0.1369 0 16 0.0116 97.6044 97.6046 .6018 .8419
L13 106.1819 4.1063 2750.000 2.6659 0 15 0.1570 0 15 0.0251 97.6046 97.6053 .7653 .9656
L14 3.7006 0.2681 800.0000 2.6585 0 15 0.6662 0 15 0.7184 97.6053 97.5245 .5817 .4932
L15 41.4767 1.7798 1500.000 2.6556 0 16 0.5435 0 15 0.0640 94.8693 94.6428 .2729 .4085
L24 46.8109 1.7908 2000.000 2.6316 0 16 0.7092 0 16 0.0562 94.6428 94.1447 .3064 .2773
L25 97.5504 2.8659 2500.000 3.4146 0 15 0.6456 0 15 0.0350 94.1447 93.7619 .2219 .3648
L26 39.8090 1.2386 3000.000 3.3988 0 16 0.9968 0 16 0.0854 93.7619 93.2585 .3040 .1728
L27 416.5903 6.9969 3500.000 3.3968 0 16 0.9230 0 13 0.0082 93.2585 93.1190 .1481 .3197
L28 142.9406 2.4129 2000.000 0.7132 0 16 0.6241 0 15 0.0050 120.7748 113.8647 .1374 .1824
L29 111.2914 2.2238 2000.000 1.4445 0 17 0.9231 0 17 0.0130 113.8647 105.8487 .1824 .1743
L30 121.4510 2.4983 2000.000 1.7829 0 19 0.6723 0 19 0.0147 105.8487 98.1090 .1743 .3045
L31 81.3908 1.8198 2000.000 2.6464 0 17 0.5556 0 15 0.0325 98.1090 95.7372 .3045 .4686
L32 10.6189 1.0497 1500.000 2.7508 0 20 0.8930 0 20 0.2591 95.7372 94.9007 .6248 .5538
L33 13.2107 0.8025 900.0000 0.3680 0 15 0.3666 0 15 0.0279 97.8616 97.3100 .3906 .2111
L34 27.1462 0.7567 2000.000 2.8973 0 20 0.3050 0 19 0.1067 94.9007 94.8349 .4154 .4325
L35 151.1332 2.3985 2800.000 2.9064 0 20 0.7195 0 20 0.0192 94.8349 93.6090 .3089 .2247
L36 604.2278 7.2058 3400.000 3.0054 0 20 1.4639 0 12 0.0050 93.6090 93.1359 .1850 .2429
W2637 41.0450 1.2356 2000.000 0.0033 0 16 0.0619 0 16 0.0001 93.7619 93.6224 .0209 .0012
L37 268.7941 4.1638 3600.000 3.1151 0 20 0.5417 0 25 0.0116 93.1359 93.1190 .2294 .3108
L38 20.3679 0.8611 2000.000 6.0752 0 17 0.8548 0 14 0.2983 93.1190 93.0526 .5595 .5363
L39 220.6626 2.1612 4000.000 -6.0462 0 18 -0.7722 0 16 -0.0274 93.0526 92.9269 .2181 .2367
L41 24.3580 0.8853 2000.000 5.9848 0 18 0.6032 0 18 0.2457 92.9269 92.5519 .5235 .5360
4243 57.3946 1.4914 2000.000 6.1452 0 20 0.7085 0 16 0.1071 92.5519 91.6583 .5360 .5041
4344 63.4676 1.7564 2000.000 6.0864 0 21 0.8083 0 20 0.0959 91.6583 90.8234 .5041 .4117
6869 43.1813 0.6276 2800.000 5.2640 0 38 0.4808 0 38 0.1219 89.1527 88.9923 .4688 .4687
4445 86.8567 1.9041 2500.000 6.1219 0 22 0.5753 0 22 0.0705 90.8234 90.7289 .3294 .4116
4546 96.3889 3.0307 2500.000 6.1858 0 23 1.0494 0 13 0.0642 90.7289 90.5494 .4116 .4838
4647 19.5453 0.7456 2500.000 6.0255 0 23 1.0745 0 20 0.3083 90.5494 90.5120 .4838 .4768
4754 69.8137 1.6227 2500.000 5.7756 0 23 0.8742 0 19 0.0827 90.5120 90.4954 .4768 .5262
4849 68.7768 2.2981 2000.000 1.0927 0 15 0.8151 0 15 0.0159 90.9165 90.7193 .1682 .1547
4950 88.3261 2.2234 2360.000 1.0917 0 15 0.5702 0 15 0.0124 90.7193 90.6941 .1311 .1543
5051 69.6722 2.5632 2000.000 1.5657 0 15 0.8333 0 15 0.0225 90.6941 90.4962 .1821 .2131
5152 86.0599 3.2001 2000.000 1.5611 0 15 0.7047 0 18 0.0181 90.4962 90.4960 .2131 .2830
5253 70.2593 2.7867 2000.000 1.6991 0 15 1.1900 0 15 0.0242 90.4960 90.4957 .2830 .4829
5354 215.9379 3.0206 2500.000 1.6606 0 15 0.4305 0 11 0.0077 90.4957 90.4954 .3863 .4942
5462 217.9611 2.6925 2500.000 5.3634 0 26 0.2724 2 0 0.0246 90.4954 90.4946 .4942 .6298
5657 69.9273 5.9238 See the original
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