Original source · versioned page text
e50y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:32.
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 6.3791 15.9478 380.0000
N2 5.0090 12.5226 0.0000
N3 19.5231 48.8077 0.0000
N4 11.5835 28.9587 0.0000
N5 34.6506 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 16.4280 41.0701 0.0000
N12 21.1899 50.0000 0.0000
N13 45.7194 50.0000 0.0000
N14 27.3454 50.0000 0.0000
N15 4.7442 11.8604 980.0000
N24 7.8766 19.6914 0.0000
N25 23.1648 50.0000 0.0000
N26 16.6963 41.7408 0.0000
N27 37.5691 50.0000 0.0000
N28 49.8040 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 46.5899 50.0000 0.0000
N32 27.0608 50.0000 0.0000
N33 27.8949 50.0000 0.0000
N34 21.1615 50.0000 0.0000
N35 24.4105 50.0000 0.0000
N36 18.8362 47.0905 0.0000
N37 27.6142 50.0000 0.0000
N38 22.4168 50.0000 0.0000
N39 36.8623 50.0000 0.0000
N41 15.5651 38.9128 0.0000
N42 19.4987 48.7467 0.0000
N43 35.2340 50.0000 0.0000
N44 45.7971 50.0000 0.0000
N45 31.3645 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 22.0611 50.0000 0.0000
N47 17.0205 42.5513 0.0000
N48 25.1550 50.0000 0.0000
N49 29.6464 50.0000 0.0000
N50 31.5355 50.0000 0.0000
N51 20.4462 50.0000 0.0000
N52 21.3137 50.0000 0.0000
N53 17.7239 44.3097 0.0000
N54 16.7874 41.9686 0.0000
N55 0.5481 1.3702 20000.0000
N56 0.8852 2.2131 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 15.7750 39.4374 0.0000
N62 25.8289 50.0000 0.0000
N63 0.4842 1.2106 230.0000
N64 19.4986 48.7465 0.0000
N65 24.7334 50.0000 0.0000
N66 22.1206 50.0000 0.0000
N67 9.9291 24.8227 0.0000
N68 9.5551 23.8878 0.0000
D1 8.8097 22.0243 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 3.6696 3.6696 10.0946 0.0833 0.0177 0.1196 Normal Soln
L2 3.9714 3.9714 11.8051 0.0000 0.0103 0.0868 Normal Soln
L3 6.0060 6.0060 26.8325 0.0000 0.0122 0.1270 Normal Soln
L4 5.4081 5.4081 22.6907 0.0000 0.0171 0.3512 Normal Soln
L5 3.3710 3.3710 12.7824 0.0000 0.0163 0.4079 Normal Soln
L6 3.5817 3.5817 16.3240 0.0000 0.0153 0.0776 Normal Soln
L7 3.4777 3.4777 44.5483 5.5833 0.0221 0.0504 Normal Soln
L8 2.9850 2.9850 50.0000 231.7500 0.0359 0.0702 Normal Soln
L9 5.1694 5.1694 19.0300 0.0000 0.0218 1.0620 Normal Soln
L10 3.7787 3.7787 20.4818 5.5833 0.0187 0.0252 Normal Soln
L11 5.8369 5.8369 50.0000 0.0000 0.1175 0.0625 Normal Soln
L12 5.0882 5.0882 50.0000 0.0000 0.1760 0.0605 Normal Soln
L13 5.6947 5.6947 50.0000 0.0000 0.1792 0.1261 Normal Soln
L14 4.0238 4.0238 12.1557 0.0000 0.1484 2.1663 Normal Soln
L15 4.8001 4.8001 20.1391 0.0000 0.1194 0.1931 Normal Soln
L24 7.1704 7.1704 24.6250 0.0000 0.0645 0.1695 Normal Soln
L25 5.1165 5.1165 20.9629 0.0000 0.0752 0.1062 Normal Soln
L26 4.3000 4.3000 13.1063 0.0000 0.0536 0.2519 Normal Soln
L27 4.4402 4.4402 14.5484 0.0000 0.0740 0.0241 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0072 0.0164 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0134 0.0419 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0149 0.0480 Normal Soln
L31 36.3173 36.3173 50.0000 0.0000 0.0255 0.0970 Normal Soln
L32 6.6046 6.6046 21.3755 0.0000 0.0220 0.7709 Normal Soln
L33 6.4022 6.4022 25.2641 0.0000 0.0072 0.0834 Normal Soln
L34 6.5174 6.5174 46.9121 0.0000 0.0225 0.3206 Normal Soln
L35 8.8347 8.8347 27.8357 0.0000 0.0265 0.0574 Normal Soln
L36 6.2344 6.2344 12.3262 0.0000 0.0524 0.0147 Normal Soln
W2637 8.1241 8.1241 36.9582 0.0000 -0.0021 0.0072 Normal Soln
L37 7.8267 7.8267 37.7096 0.0000 0.0355 0.0343 Normal Soln
L38 4.1059 4.1059 15.2358 0.0000 0.0606 0.9047 Normal Soln
L39 2.8913 2.8913 11.6966 0.0000 -0.0605 0.0833 Normal Soln
L41 15.3537 15.3537 50.0000 0.0000 0.0589 0.7474 Normal Soln
4243 20.4771 20.4771 50.0000 0.0000 0.0516 0.3296 Normal Soln
4344 16.5019 16.5019 50.0000 0.0000 0.0526 0.2973 Normal Soln
6869 5.8032 5.8032 37.4261 0.0000 0.0174 0.3999 Normal Soln
4445 9.7437 9.7437 48.7400 0.0000 0.0552 0.2145 Normal Soln
4546 7.2983 7.2983 23.4358 0.0000 0.0573 0.1867 Normal Soln
4647 5.3421 5.3421 17.8311 0.0000 0.0587 0.9071 Normal Soln
4754 8.9839 8.9839 39.7980 0.0000 0.0580 0.2647 Normal Soln
4849 5.0199 5.0199 13.2238 0.0000 0.0083 0.0549 Normal Soln
4950 2.4875 2.4875 8.8555 0.0000 0.0084 0.0543 Normal Soln
5051 7.4147 7.4147 19.2222 0.0000 -0.0186 0.0856 Normal Soln
5152 2.2507 2.2507 6.4261 1.3333 -0.0146 0.1049 Normal Soln
5253 6.9075 6.9075 15.5364 0.0000 -0.0239 0.1218 Normal Soln
5354 8.1084 8.1084 50.0000 0.0000 0.0249 0.0694 Normal Soln
5462 3.1434 3.1434 43.9070 0.0000 0.0661 0.1917 Normal Soln
5657 6.3886 6.3886 11.3466 0.0000 -0.0031 0.0078 Normal Soln
5758 44.3163 44.3163 50.0000 0.0000 0.0042 0.0101 Normal Soln
5859 8.4866 8.4866 19.9178 0.0000 0.0053 0.0733 Normal Soln
5960 8.9616 8.9616 20.8778 0.0000 0.0050 0.0613 Normal Soln
6061 9.4343 9.4343 50.0000 0.0000 0.0046 0.0312 Normal Soln
6162 9.1665 9.1665 20.7286 0.0000 -0.0257 0.0673 Normal Soln
6465 9.5100 9.5100 33.4108 0.0000 0.0347 0.1923 Normal Soln
6566 9.8894 9.8894 45.1208 0.0000 0.0415 0.3010 Normal Soln
6667 14.3803 14.3803 50.0000 0.0000 0.0262 0.3620 Normal Soln
L595 1.5672 1.5672 42.0829 0.0000 0.0874 0.3679 Normal Soln
5556ova 6.5840 6.5840 10.3994 0.0000 -0.0038 0.1057 Normal Soln
5556unda 3.0059 3.0059 7.9049 0.0000 -0.0094 2.1867 Normal Soln
5663ova 39.4374 39.4374 50.0000 0.0000 -0.0034 0.1083 Normal Soln
5663und 15.0438 15.0438 38.4134 0.0000 0.0069 2.2635 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0039 0.0093 Normal Soln
6364und 14.6969 14.6969 28.0713 0.0000 0.0424 2.5179 Normal Soln
6264ova 6.2068 6.2068 14.8904 0.0000 0.0077 0.0614 Normal Soln
6264und 1.0900 1.0900 2.5534 49.2500 0.0118 2.0849 Normal Soln
6768ova 4.1388 4.1388 9.1785 0.0000 0.0188 0.5389 Normal Soln
6768und 1.4918 1.4918 4.1867 66.4167 0.0078 1.7306 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...................................L13
*===============================================*
* 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/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ 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/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.01 / 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/ 0.14 / 88.77/ N65/ 0.10 / 88.18/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
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/ 0.00 /
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/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.21 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.11 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.40 /
6566/ 0.21 / 6667/ 0.03 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.29 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.29 / 6768ova/ 0.00 /
6768und/ 0.51 /
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/ 12.60 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.18 /
L24/ 0.89 / L25/ 1.17 / L26/ 0.88 /
L27/ 1.39 / L28/ 0.19 / L29/ 0.44 /
L30/ 2.29 / L31/ 2.06 / L32/ 0.83 /
L33/ 0.06 / L34/ 4.13 / L35/ 0.71 /
L36/ 0.46 / W2637/ 0.00 / L37/ 1.67 /
L38/ 2.22 / L39/ 2.35 / L41/ 1.96 /
4243/ 1.40 / 4344/ 1.37 / 6869/ 2.28 /
4445/ 2.38 / 4546/ 0.70 / 4647/ 2.24 /
4754/ 1.40 / 4849/ 0.22 / 4950/ 0.48 /
5051/ 0.25 / 5152/ 0.48 / 5253/ 0.20 /
5354/ 1.26 / 5462/ 2.58 / 5657/ 0.38 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.79 /
6566/ 1.12 / 6667/ 4.13 / L595/ 3.66 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.06 / 6364und/ 0.28 /
6264ova/ 0.08 / 6264und/ 0.56 / 6768ova/ 0.02 /
6768und/ 0.51 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / 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/ 0.02 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.13 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.01 / 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/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.10 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 /
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/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.06 / 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/ 10.23 / N65/ 10.82 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.83 / N2/ 0.66 / N3/ 0.75 /
N4/ 1.00 / N5/ 0.96 / N6/ 0.72 /
N7/ 1.27 / N8/ 1.80 / N9/ 2.23 /
N10/ 1.90 / N11/ 0.94 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.70 / N15/ 0.51 /
N24/ 0.70 / N25/ 0.66 / N26/ 1.06 /
N27/ 0.62 / N28/ 0.35 / N29/ 0.46 /
N30/ 0.46 / N31/ 0.78 / N32/ 1.11 /
N33/ 0.39 / N34/ 0.94 / N35/ 0.95 /
N36/ 0.71 / N37/ 1.02 / N38/ 1.31 /
N39/ 1.27 / N41/ 1.25 / N42/ 1.26 /
N43/ 1.15 / N44/ 1.13 / N45/ 1.39 /
N69/ 1.67 / N46/ 1.72 / N47/ 1.72 /
N48/ 0.46 / N49/ 0.63 / N50/ 0.71 /
N51/ 0.97 / N52/ 1.11 / N53/ 1.51 /
N54/ 1.86 / N55/ 1.11 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.18 / N59/ 0.21 /
N60/ 0.14 / N61/ 0.55 / N62/ 2.12 /
N63/ 1.32 / N64/ 1.13 / N65/ 1.64 /
N66/ 1.92 / N67/ 2.07 / N68/ 1.67 /
D1/ 2.29 /
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/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / L12/ 9.56 /
L13/ 11.74 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.17 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.26 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.08 / 4344/ 0.08 / 6869/ 0.21 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.17 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.11 / 5462/ 0.19 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.05 /
6566/ 0.10 / 6667/ 0.65 / L595/ 0.27 /
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/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.80 /
L7/ 69.46 / L8/ 143.27 / L9/ 0.29 /
L10/ 25.81 / L11/ 82.08 / L12/ 157.76 /
L13/ 205.48 / L14/ 0.26 / L15/ 3.91 /
L24/ 0.70 / L25/ 0.94 / L26/ 0.80 /
L27/ 2.12 / L28/ 1.72 / L29/ 5.05 /
L30/ 25.88 / L31/ 11.29 / L32/ 1.09 /
L33/ 0.01 / L34/ 4.61 / L35/ 1.08 /
L36/ 0.57 / W2637/ 0.00 / L37/ 3.95 /
L38/ 3.28 / L39/ 3.60 / L41/ 6.89 /
4243/ 5.10 / 4344/ 3.90 / 6869/ 4.22 /
4445/ 5.25 / 4546/ 1.26 / 4647/ 3.37 /
4754/ 2.75 / 4849/ 0.12 / 4950/ 0.15 /
5051/ 0.19 / 5152/ 0.19 / 5253/ 0.16 /
5354/ 3.05 / 5462/ 2.31 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.05 / 6465/ 1.66 /
6566/ 3.45 / 6667/ 32.58 / L595/ 1.64 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 2.02 /
6264ova/ 0.00 / 6264und/ 0.62 / 6768ova/ 0.00 /
6768und/ 0.39 /
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/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.07 / 6667/ 0.14 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 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/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 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/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.94 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/ 88.77/ 88.18/
6566/ 88.18/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.78/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.78/ 88.77 6768ova/ 87.93/ 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........ 17851
Total number of time steps during simulation.... 10644
Ratio of actual # of time steps / NTCYC......... 2.464
Average number of iterations per time step...... 1.677
Average time step size(seconds)................ 2.029
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.016
Average minimum implicit time step (sec)........ 2.705
Average minimum junction time step (sec)........ 2.705
Average Courant Factor Tf....................... 2.705
Number of times omega reduced................... 267
*=========================================================*
| 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 12193 2 8 0 0 0
N2 0 1.14 12167 5 12 4 0 0
N3 0 1.15 12207 0 8 0 0 0
N4 0 1.15 12221 0 6 0 0 0
N5 0 1.27 13512 2 12 1 0 0
N6 0 1.48 15703 1 8 0 0 0
N7 0 2.09 22206 0 11 6 0 0
N8 0 2.93 31211 91 17 84 0 0
N9 0 2.38 25318 41 14 38 0 0
N10 0 1.13 12021 0 7 0 0 0
N11 0 1.67 17757 0 31 1 1 0
N12 0 2.41 25647 1 13 1 0 0
N13 0 2.74 29134 1 8 0 0 0
N14 0 2.21 23552 6 21 3 0 0
N15 0 1.13 12003 0 8 0 0 0
N24 0 1.15 12228 0 14 1 0 0
N25 0 1.14 12087 0 6 0 0 0
N26 0 1.28 13602 2 13 2 0 0
N27 0 1.14 12172 0 7 0 0 0
N28 0 1.07 11367 0 6 0 0 0
N29 0 1.13 12064 2 13 1 0 0
N30 0 1.14 12154 0 14 1 0 0
N31 0 1.08 11445 0 15 2 0 0
N32 0 1.13 11987 0 7 0 0 0
N33 0 1.13 12040 0 6 0 0 0
N34 0 1.15 12277 1 11 1 0 0
N35 0 1.22 12995 0 8 0 0 0
N36 0 1.13 11998 0 7 0 0 0
N37 0 1.19 12623 3 13 1 0 0
N38 0 1.23 13052 0 19 1 0 0
N39 0 1.13 12033 0 6 0 0 0
N41 0 1.17 12425 0 9 0 0 0
N42 0 1.19 12667 2 18 1 0 0
N43 0 1.15 12254 0 7 0 0 0
N44 0 1.21 12850 0 7 0 0 0
N45 0 1.17 12470 0 6 0 0 0
N69 0 1.25 13332 4 8 0 0 0
N46 0 1.20 12814 0 7 0 0 0
N47 0 1.19 12643 0 6 0 0 0
N48 0 1.19 12693 0 11 1 0 0
N49 0 1.51 16052 3 8 0 0 0
N50 0 1.47 15657 0 8 0 0 0
N51 0 1.73 18411 0 7 0 0 0
N52 0 1.75 18593 0 6 0 0 0
N53 0 1.94 20601 0 14 6 0 0
N54 0 2.02 21468 1 16 5 0 0
N55 0 1.18 12517 6 10 1 0 0
N56 0 1.32 14017 11 12 2 0 0
N57 0 1.09 11621 0 6 0 0 0
N58 0 1.12 11969 0 30 2 1 0
N59 0 1.16 12376 1 9 0 0 0
N60 0 1.18 12536 0 7 0 0 0
N61 0 1.32 14004 0 8 0 0 0
N62 0 2.33 24845 0 14 2 0 0
N63 0 1.37 14590 5 28 38 2 0
N64 0 1.35 14323 0 24 38 0 0
N65 0 1.18 12532 0 7 0 0 0
N66 0 1.25 13275 0 6 0 0 0
N67 0 1.37 14552 3 8 0 0 0
N68 0 1.28 13664 1 6 0 0 0
D1 0 2.03 21569 72 11 2 0 0
Total number of iterations for all junctions.. 916296
Minimum number of possible iterations......... 649284
Efficiency of the simulation.................. 1.41
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 103.6602 0 15 0.0000 6.3398 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3678 0 15 0.0000 7.6322 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1322 0 15 0.0000 8.8678 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4625 0 15 0.0000 9.5375 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9980 0 15 0.0000 10.0020 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5844 0 15 0.0000 10.4156 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5995 0 15 0.0000 10.4005 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6020 0 15 0.0000 10.3980 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6027 0 15 0.0000 10.3973 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9000 0 15 0.0000 11.1000 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6409 0 15 0.0000 12.3591 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6432 0 15 0.0000 12.3568 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6441 0 15 0.0000 12.3559 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6450 0 15 0.0000 12.3550 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9678 0 15 0.0000 15.0322 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7337 0 16 0.0000 15.2663 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2536 0 15 0.0000 15.7464 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9113 0 15 0.0000 16.0887 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3574 0 16 0.0000 16.6426 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8529 0 15 0.0000 9.1471 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9585 0 16 0.0000 6.0415 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9581 0 18 0.0000 4.0419 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2765 0 19 0.0000 11.7235 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9051 0 22 0.0000 14.0949 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8979 0 15 0.0000 12.1021 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0072 0 22 0.0000 14.9928 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9212 0 23 0.0000 15.0788 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6869 0 21 0.0000 16.3131 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3291 0 17 0.0000 16.6709 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3137 0 17 0.0000 16.6863 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2511 0 17 0.0000 16.7489 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1300 0 18 0.0000 16.8700 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7390 0 18 0.0000 17.2610 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7994 0 20 0.0000 18.2006 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.1261 0 28 0.0000 18.8739 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.0928 0 29 0.0000 18.9072 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.3463 0 32 0.0000 20.6537 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.0595 0 29 0.0000 18.9405 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.0425 0 30 0.0000 8.9575 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.0392 0 30 0.0000 7.9608 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.0371 0 30 0.0000 7.9629 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.0370 0 30 0.0000 7.9630 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.0369 0 29 0.0000 7.9631 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.0369 0 29 0.0000 7.9631 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.0368 0 29 0.0000 7.9632 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.0366 0 29 0.0000 7.9634 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0299 0 15 0.0000 9.9701 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5490 0 15 0.0000 10.4510 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2564 0 15 0.0000 10.7436 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6249 0 15 0.0000 6.3751 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8115 0 15 0.0000 7.1885 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2965 0 15 0.0000 7.7035 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0485 0 16 0.0000 7.9515 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.0359 0 29 0.0000 7.9641 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0683 0 15 0.0000 1.9317 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7613 0 30 0.0000 9.2387 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.7187 0 31 0.0000 9.2813 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6970 0 31 0.0000 9.3030 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6835 0 31 0.0000 9.3165 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.5060 0 32 0.0000 9.4940 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.0357 0 29 0.0000 18.9643 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.3606 0 15 1.0405 0 15 0.0572 103.6600 102.3678 .4150 .3289
L2 31.3792 2.1255 2000.000 1.3545 0 15 0.9318 0 15 0.0432 102.3678 101.1322 .3289 .3761
L3 21.1637 1.3610 2000.000 1.3439 0 15 0.5965 0 15 0.0635 101.1322 100.4625 .3761 .5012
L4 14.8201 1.0611 2000.000 2.5840 0 15 0.7051 0 15 0.1744 100.4624 99.9980 .5012 .4790
L5 14.1212 0.8828 2000.000 2.5709 0 15 0.7836 0 15 0.1821 99.9980 99.5844 .4790 .3622
L6 107.6004 6.2328 2000.000 2.5771 0 15 0.6251 0 15 0.0240 99.5844 99.5995 .3622 .6348
L7 212.9831 7.4760 2500.000 2.5822 0 15 0.2358 0 15 0.0121 99.5995 99.6019 .5078 .7208
L8 226.7844 7.2108 2500.000 2.9060 0 15 0.1395 0 15 0.0128 99.6020 99.6027 .7208 .8931
L9 5.4768 0.2939 750.0000 2.8766 0 15 0.5255 0 15 0.5252 99.6027 99.4116 .5102 .2688
L10 230.8083 6.4965 2000.000 2.8766 0 15 0.4883 0 15 0.0125 98.9000 97.6409 .1000 .4705
L11 134.5580 5.4499 2000.000 2.9029 0 16 0.3016 0 16 0.0216 97.6409 97.6432 .4705 .7716
L12 167.9513 6.1298 2500.000 2.9326 0 16 0.1983 0 16 0.0175 97.6432 97.6441 .6173 .8576
L13 106.1819 4.1060 2750.000 3.9999 0 15 0.2244 0 15 0.0377 97.6441 97.6450 .7797 .9800
L14 3.7006 0.2681 800.0000 3.9969 0 15 0.8227 0 15 1.0801 97.6450 97.5310 .6313 .5012
L15 41.4767 1.7797 1500.000 3.9945 0 15 0.6455 0 15 0.0963 94.9678 94.7337 .3385 .4691
L24 46.8109 1.7908 2000.000 3.9676 0 16 0.8123 0 16 0.0848 94.7337 94.2536 .3518 .3318
L25 97.5504 2.8656 2500.000 5.1774 0 15 0.7634 0 15 0.0531 94.2535 93.9113 .2654 .4245
L26 39.8090 1.2386 3000.000 5.0122 0 15 1.1446 0 15 0.1259 93.9113 93.3574 .3538 .2058
L27 416.5903 6.9969 3500.000 5.0080 0 16 0.9967 0 11 0.0120 93.3574 93.3137 .1764 .3753
L28 142.9406 2.4129 2000.000 1.1698 0 15 0.6992 0 15 0.0082 120.8529 113.9585 .1764 .2292
L29 111.2914 2.2238 2000.000 2.3230 0 17 1.0610 0 17 0.0209 113.9585 105.9581 .2292 .2291
L30 121.4510 2.4983 2000.000 2.9201 0 18 0.7101 0 17 0.0240 105.9581 98.2765 .2291 .3882
L31 81.3908 1.8198 2000.000 3.9539 0 20 0.5698 0 12 0.0486 98.2765 95.9051 .3882 .5525
L32 10.6189 1.0497 1500.000 4.0916 0 22 0.9824 0 23 0.3853 95.9051 95.0072 .7367 .6248
L33 13.2107 0.8025 900.0000 0.5164 0 15 0.3977 0 15 0.0391 97.8979 97.3388 .4310 .2431
L34 27.1462 0.7567 2000.000 4.2853 0 22 0.3730 0 21 0.1579 95.0072 94.9212 .4686 .4756
L35 151.1332 2.3985 2800.000 4.2832 0 22 0.7724 0 22 0.0283 94.9212 93.6869 .3397 .2524
L36 604.2278 7.2058 3400.000 4.4472 0 21 1.4603 0 10 0.0074 93.6869 93.3291 .2079 .2997
W2637 41.0450 1.2356 2000.000 0.1475 0 15 0.2706 0 15 0.0036 93.9113 93.7061 .0957 .0430
L37 268.7941 4.1638 3600.000 4.5787 0 20 0.6232 0 30 0.0170 93.3291 93.3137 .2831 .3649
L38 20.3679 0.8611 2000.000 9.2086 0 17 0.9190 0 15 0.4521 93.3137 93.2511 .6569 .6356
L39 220.6626 2.1612 4000.000 -9.1680 0 17 -0.8553 0 15 -0.0415 93.2511 93.1300 .2678 .2875
L41 24.3580 0.8853 2000.000 9.0882 0 18 0.7021 0 17 0.3731 93.1300 92.7390 .6250 .6295
4243 57.3946 1.4914 2000.000 9.4628 0 19 0.7316 0 18 0.1649 92.7389 91.7994 .6295 .5747
4344 63.4676 1.7564 2000.000 9.4266 0 20 0.8744 0 19 0.1485 91.7994 91.1261 .5747 .5631
6869 43.1813 0.6276 2800.000 8.6023 0 32 0.5345 0 37 0.1992 89.5060 89.3463 .5950 .5951
4445 86.8567 1.9041 2500.000 9.1553 0 20 0.6771 0 19 0.1054 91.1261 91.0928 .4505 .5571
4546 96.3889 3.0307 2500.000 8.9044 0 20 1.0667 0 17 0.0924 91.0928 91.0595 .5571 .6878
4647 19.5453 0.7456 2500.000 8.4509 0 21 1.1217 0 16 0.4324 91.0595 91.0425 .6878 .6890
4754 69.8137 1.6227 2500.000 7.8441 0 21 0.7790 0 16 0.1124 91.0425 91.0366 .6890 .7426
4849 68.7768 2.2981 2000.000 1.6829 0 15 0.9080 0 15 0.0245 91.0392 91.0371 .2296 .3136
4950 88.3261 2.2234 2360.000 1.6735 0 15 0.6779 0 15 0.0189 91.0371 91.0370 .2657 .2996
5051 69.6722 2.5632 2000.000 2.3307 0 15 0.9891 0 15 0.0335 91.0370 91.0369 .3535 .4834
5152 86.0599 3.2001 2000.000 2.4009 0 15 0.9344 0 15 0.0279 91.0369 91.0369 .4834 .5535
5253 70.2593 2.7867 2000.000 2.7176 0 15 1.2874 0 13 0.0387 91.0369 91.0368 .5535 .7534
5354 215.9379 3.0206 2500.000 1.9974 0 12 0.4730 0 8 0.0092 91.0368 91.0366 .6027 .7106
5462 217.9611 2.6925 2500.000 8.0486 0 29 0.2734 2 10 0.0369 91.0366 91.0359 .7106 .8464
5657 69.9273 5.9238 See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.