Original source · versioned page text
e20y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:45.
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 7.2316 18.0789 425.0000
N2 5.9707 14.9268 0.0000
N3 23.5764 50.0000 0.0000
N4 13.5350 33.8375 0.0000
N5 41.3430 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 17.3797 43.4493 0.0000
N12 21.1861 50.0000 0.0000
N13 34.3970 50.0000 0.0000
N14 26.9869 50.0000 0.0000
N15 5.5181 13.7952 0.0000
N24 8.4818 21.2045 0.0000
N25 26.6202 50.0000 0.0000
N26 19.4955 48.7388 0.0000
N27 37.2390 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 26.2256 50.0000 0.0000
N33 32.2267 50.0000 0.0000
N34 23.3176 50.0000 0.0000
N35 29.0733 50.0000 0.0000
N36 21.8782 50.0000 0.0000
N37 27.5004 50.0000 0.0000
N38 22.5564 50.0000 0.0000
N39 37.0384 50.0000 0.0000
N41 18.2877 45.7192 0.0000
N42 19.8943 49.7357 0.0000
N43 36.4147 50.0000 0.0000
N44 45.5086 50.0000 0.0000
N45 31.5381 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 27.6442 50.0000 0.0000
N47 21.6339 50.0000 0.0000
N48 30.0963 50.0000 0.0000
N49 36.6428 50.0000 0.0000
N50 33.7511 50.0000 0.0000
N51 19.7798 49.4494 0.0000
N52 27.4060 50.0000 0.0000
N53 20.3928 50.0000 0.0000
N54 18.6996 46.7491 0.0000
N55 0.6710 1.6775 20135.0000
N56 0.9753 2.4383 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 22.3121 50.0000 0.0000
N62 28.9650 50.0000 0.0000
N63 0.5792 1.4481 1030.0000
N64 20.1045 50.0000 0.0000
N65 27.3668 50.0000 0.0000
N66 24.3267 50.0000 0.0000
N67 10.4594 26.1485 0.0000
N68 8.9535 22.3838 0.0000
D1 10.1662 25.4156 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 3.7100 3.7100 10.2300 0.0833 0.0149 0.1117 Normal Soln
L2 4.0163 4.0163 11.9710 0.0000 -0.0104 0.0807 Normal Soln
L3 6.0755 6.0755 27.3420 0.0000 -0.0124 0.1181 Normal Soln
L4 5.4918 5.4918 23.1386 0.0000 -0.0181 0.3279 Normal Soln
L5 3.4228 3.4228 13.1906 0.0000 0.0127 0.3879 Normal Soln
L6 3.6322 3.6322 17.2054 0.0000 -0.0147 0.0646 Normal Soln
L7 3.5022 3.5022 47.1729 5.9167 0.0209 0.0454 Normal Soln
L8 2.9997 2.9997 50.0000 232.6667 0.0331 0.0551 Normal Soln
L9 5.2799 5.2799 19.6445 0.0000 0.0190 0.9823 Normal Soln
L10 3.8301 3.8301 21.6030 8.5833 -0.0181 0.0234 Normal Soln
L11 5.8866 5.8866 50.0000 0.0000 0.1162 0.0591 Normal Soln
L12 5.1162 5.1162 50.0000 0.0000 0.0777 0.0540 Normal Soln
L13 5.7076 5.7076 50.0000 0.0000 0.1891 0.1153 Normal Soln
L14 4.0861 4.0861 12.5792 0.0000 0.1184 2.0180 Normal Soln
L15 4.8842 4.8842 20.7100 0.0000 0.0709 0.1803 Normal Soln
L24 7.3205 7.3205 25.1920 0.0000 0.0686 0.1581 Normal Soln
L25 5.2153 5.2153 21.6032 0.0000 0.0733 0.0987 Normal Soln
L26 4.3683 4.3683 13.4012 0.0000 0.0521 0.2362 Normal Soln
L27 4.4891 4.4891 14.8428 0.0000 0.0756 0.0226 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0073 0.0147 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 -0.0160 0.0378 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0137 0.0426 Normal Soln
L31 36.6533 36.6533 50.0000 0.0000 0.0254 0.0894 Normal Soln
L32 6.6547 6.6547 21.7090 0.0000 0.0216 0.7056 Normal Soln
L33 6.4416 6.4416 25.4763 0.0000 -0.0064 0.0801 Normal Soln
L34 6.6297 6.6297 49.3827 0.0000 0.0211 0.2932 Normal Soln
L35 9.0561 9.0561 28.7502 0.0000 0.0236 0.0528 Normal Soln
L36 6.2306 6.2306 12.3102 0.0000 0.0417 0.0134 Normal Soln
W2637 8.8920 8.8920 42.4442 0.0000 0.0018 0.0048 Normal Soln
L37 7.9782 7.9782 39.2356 0.0000 0.0291 0.0317 Normal Soln
L38 4.1919 4.1919 15.4441 0.0000 0.0568 0.8315 Normal Soln
L39 2.9461 2.9461 11.9026 0.0000 -0.0561 0.0765 Normal Soln
L41 15.7352 15.7352 50.0000 0.0000 0.0560 0.6851 Normal Soln
4243 20.9418 20.9418 50.0000 0.0000 0.0499 0.2978 Normal Soln
4344 16.8955 16.8955 50.0000 0.0000 0.0487 0.2655 Normal Soln
6869 5.9888 5.9888 38.9483 0.0000 0.0168 0.3183 Normal Soln
4445 10.0344 10.0344 49.8692 0.0000 0.0515 0.1953 Normal Soln
4546 7.4625 7.4625 23.6118 0.0000 0.0540 0.1726 Normal Soln
4647 5.4048 5.4048 17.8637 0.0000 0.0546 0.8245 Normal Soln
4754 9.3427 9.3427 38.9776 0.0000 0.0541 0.2266 Normal Soln
4849 5.1009 5.1009 13.4290 0.0000 -0.0082 0.0463 Normal Soln
4950 2.5401 2.5401 9.0162 0.0000 -0.0081 0.0446 Normal Soln
5051 7.5859 7.5859 20.1918 0.0000 -0.0176 0.0739 Normal Soln
5152 2.3452 2.3452 6.9135 1.1667 -0.0142 0.0881 Normal Soln
5253 6.9812 6.9812 15.6038 0.0000 -0.0328 0.1075 Normal Soln
5354 8.4318 8.4318 50.0000 0.0000 -0.0324 0.0609 Normal Soln
5462 3.2088 3.2088 43.9447 0.0000 0.0561 0.1619 Normal Soln
5657 6.8049 6.8049 12.0613 0.0000 -0.0037 0.0064 Normal Soln
5758 46.7214 46.7214 50.0000 0.0000 0.0038 0.0082 Normal Soln
5859 8.8266 8.8266 21.0291 0.0000 0.0048 0.0639 Normal Soln
5960 9.3381 9.3381 21.9139 0.0000 0.0035 0.0540 Normal Soln
6061 9.8129 9.8129 50.0000 0.0000 0.0043 0.0274 Normal Soln
6162 9.2967 9.2967 21.1909 0.0000 -0.0140 0.0442 Normal Soln
6465 10.1070 10.1070 33.9162 0.0000 0.0283 0.1544 Normal Soln
6566 10.3587 10.3587 45.8154 0.0000 0.0479 0.2412 Normal Soln
6667 14.6835 14.6835 50.0000 0.0000 0.0242 0.2948 Normal Soln
L595 1.5817 1.5817 42.2459 0.0000 0.0755 0.3302 Normal Soln
5556ova 6.6487 6.6487 10.5027 0.0000 -0.0107 0.0951 Normal Soln
5556unda 3.0205 3.0205 7.9616 0.0000 -0.0090 2.1349 Normal Soln
5663ova 39.8013 39.8013 50.0000 0.0000 0.0030 0.1053 Normal Soln
5663und 15.0529 15.0529 38.4356 0.0000 0.0066 2.2643 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0060 0.0085 Normal Soln
6364und 14.6975 14.6975 28.0751 0.0000 0.0453 2.8984 Normal Soln
6264ova 16.9447 16.9447 50.0000 0.0000 0.0002 0.0007 Normal Soln
6264und 1.1190 1.1190 2.6122 44.9167 0.0112 2.0094 Normal Soln
6768ova 4.7998 4.7998 10.8982 0.0000 0.0141 0.3074 Normal Soln
6768und 1.4941 1.4941 4.1933 66.6667 0.0074 1.4691 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/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
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/ 0.13 / 88.76/ N65/ 0.09 / 88.17/
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/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.19 / 4344/ 0.23 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 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/ 0.39 /
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/ 0.50 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.13 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.94 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.59 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.18 /
L24/ 0.89 / L25/ 1.16 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.19 / L29/ 0.43 /
L30/ 2.24 / L31/ 2.03 / L32/ 0.82 /
L33/ 0.06 / L34/ 4.06 / L35/ 0.70 /
L36/ 0.45 / W2637/ 0.00 / L37/ 1.65 /
L38/ 2.21 / L39/ 2.34 / L41/ 1.96 /
4243/ 1.45 / 4344/ 1.35 / 6869/ 2.22 /
4445/ 2.35 / 4546/ 0.69 / 4647/ 2.22 /
4754/ 1.38 / 4849/ 0.22 / 4950/ 0.47 /
5051/ 0.24 / 5152/ 0.48 / 5253/ 0.19 /
5354/ 1.23 / 5462/ 2.52 / 5657/ 0.39 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.78 /
6566/ 1.10 / 6667/ 4.11 / L595/ 3.53 /
5556ova/ 0.03 / 5556unda/ 0.15 / 5663ova/ 0.07 /
5663und/ 0.15 / 6364ova/ 0.03 / 6364und/ 0.28 /
6264ova/ 0.03 / 6264und/ 0.56 / 6768ova/ 0.14 /
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/ 0.01 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.13 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.01 / 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/ 0.14 / N65/ 0.10 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
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/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
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/ 10.24 / N65/ 10.83 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.81 / N2/ 0.64 / N3/ 0.73 /
N4/ 0.98 / N5/ 0.93 / N6/ 0.72 /
N7/ 1.26 / N8/ 1.79 / N9/ 2.22 /
N10/ 1.89 / N11/ 0.93 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.69 / N15/ 0.49 /
N24/ 0.69 / N25/ 0.64 / N26/ 1.03 /
N27/ 0.60 / N28/ 0.33 / N29/ 0.44 /
N30/ 0.43 / N31/ 0.72 / N32/ 1.06 /
N33/ 0.38 / N34/ 0.91 / N35/ 0.93 /
N36/ 0.70 / N37/ 0.97 / N38/ 1.27 /
N39/ 1.23 / N41/ 1.20 / N42/ 1.22 /
N43/ 1.11 / N44/ 1.00 / N45/ 1.26 /
N69/ 1.47 / N46/ 1.59 / N47/ 1.59 /
N48/ 0.39 / N49/ 0.50 / N50/ 0.58 /
N51/ 0.84 / N52/ 0.98 / N53/ 1.38 /
N54/ 1.73 / N55/ 1.10 / N56/ 1.15 /
N57/ 0.02 / N58/ 0.17 / N59/ 0.20 /
N60/ 0.13 / N61/ 0.51 / N62/ 1.99 /
N63/ 1.32 / N64/ 1.06 / N65/ 1.57 /
N66/ 1.85 / N67/ 2.01 / N68/ 1.47 /
D1/ 2.16 /
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/ 9.56 /
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/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.26 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.21 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.10 / 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/ 0.26 /
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/ 18.81 /
L7/ 69.47 / L8/ 143.30 / L9/ 0.29 /
L10/ 25.79 / L11/ 82.01 / L12/ 157.68 /
L13/ 205.39 / L14/ 0.26 / L15/ 3.90 /
L24/ 0.69 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.11 / L28/ 1.70 / L29/ 4.94 /
L30/ 25.25 / L31/ 11.09 / L32/ 1.06 /
L33/ 0.01 / L34/ 4.51 / L35/ 1.05 /
L36/ 0.55 / W2637/ 0.00 / L37/ 3.91 /
L38/ 3.26 / L39/ 3.59 / L41/ 6.84 /
4243/ 5.44 / 4344/ 3.84 / 6869/ 4.11 /
4445/ 5.15 / 4546/ 1.23 / 4647/ 3.28 /
4754/ 2.69 / 4849/ 0.12 / 4950/ 0.15 /
5051/ 0.19 / 5152/ 0.18 / 5253/ 0.16 /
5354/ 2.99 / 5462/ 2.26 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.05 / 6465/ 1.62 /
6566/ 3.39 / 6667/ 32.35 / L595/ 1.58 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 2.00 /
6264ova/ 0.00 / 6264und/ 0.61 / 6768ova/ 0.00 /
6768und/ 0.38 /
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/ 0.05 / 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/ 0.07 / 6667/ 0.14 / L595/ 0.01 /
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/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.18/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.82 4546/ 89.82/ 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/ 88.76/ 88.17/
6566/ 88.17/ 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/ 88.76/ 88.76 6364und/ 95.75/ 88.76/
6264ova/ 88.76/ 88.76 6264und/ 88.78/ 88.76 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........ 17304
Total number of time steps during simulation.... 10481
Ratio of actual # of time steps / NTCYC......... 2.426
Average number of iterations per time step...... 1.651
Average time step size(seconds)................ 2.061
Smallest time step size(seconds)................ 0.556
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.056
Average minimum implicit time step (sec)........ 2.766
Average minimum junction time step (sec)........ 2.766
Average Courant Factor Tf....................... 2.766
Number of times omega reduced................... 280
*=========================================================*
| 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 12107 1 16 1 0 0
N2 0 1.15 12078 4 10 1 0 0
N3 0 1.15 12039 0 8 0 0 0
N4 0 1.16 12135 0 7 0 0 0
N5 0 1.29 13553 0 12 1 0 0
N6 0 1.49 15655 0 11 1 0 0
N7 0 2.15 22574 0 12 11 0 0
N8 0 2.94 30764 103 17 92 0 0
N9 0 2.36 24721 42 15 52 0 0
N10 0 1.14 11920 0 7 0 0 0
N11 0 1.70 17834 0 31 1 1 0
N12 0 2.46 25755 0 9 0 0 0
N13 0 2.77 29074 0 8 0 0 0
N14 0 2.26 23674 8 16 5 0 0
N15 0 1.14 11906 0 7 0 0 0
N24 0 1.16 12148 1 14 1 0 0
N25 0 1.14 11953 0 10 1 0 0
N26 0 1.27 13312 1 10 1 0 0
N27 0 1.16 12165 0 7 0 0 0
N28 0 1.07 11202 0 6 0 0 0
N29 0 1.13 11883 1 13 1 0 0
N30 0 1.15 12070 0 14 1 0 0
N31 0 1.08 11296 0 15 2 0 0
N32 0 1.13 11881 0 7 0 0 0
N33 0 1.15 12026 0 7 0 0 0
N34 0 1.16 12141 0 11 1 0 0
N35 0 1.23 12844 0 7 0 0 0
N36 0 1.12 11788 0 10 1 0 0
N37 0 1.19 12460 0 7 0 0 0
N38 0 1.25 13105 0 19 1 0 0
N39 0 1.14 11907 0 9 0 0 0
N41 0 1.17 12273 0 9 0 0 0
N42 0 1.20 12595 2 18 1 0 0
N43 0 1.16 12185 0 7 0 0 0
N44 0 1.21 12702 0 7 0 0 0
N45 0 1.17 12303 0 7 0 0 0
N69 0 1.26 13210 5 8 0 0 0
N46 0 1.21 12681 0 7 0 0 0
N47 0 1.19 12511 0 7 0 0 0
N48 0 1.14 11970 0 7 0 0 0
N49 0 1.41 14727 3 9 0 0 0
N50 0 1.37 14410 0 7 0 0 0
N51 0 1.69 17683 0 8 0 0 0
N52 0 1.68 17643 0 7 0 0 0
N53 0 1.92 20108 0 16 6 0 0
N54 0 2.01 21059 2 16 6 0 0
N55 0 1.17 12269 10 11 2 0 0
N56 0 1.29 13570 12 17 2 0 0
N57 0 1.07 11265 0 6 0 0 0
N58 0 1.12 11736 0 30 1 1 0
N59 0 1.16 12161 1 11 1 0 0
N60 0 1.17 12236 0 7 0 0 0
N61 0 1.26 13158 0 6 0 0 0
N62 0 2.27 23786 0 7 0 0 0
N63 0 1.38 14431 6 24 44 0 0
N64 0 1.27 13330 1 25 40 1 0
N65 0 1.17 12234 0 6 0 0 0
N66 0 1.25 13080 0 6 0 0 0
N67 0 1.37 14323 0 8 0 0 0
N68 0 1.28 13422 2 7 0 0 0
D1 0 1.88 19683 75 14 1 0 0
Total number of iterations for all junctions.. 898714
Minimum number of possible iterations......... 639341
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 103.6416 0 15 0.0000 6.3584 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3505 0 15 0.0000 7.6495 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1123 0 15 0.0000 8.8877 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4370 0 15 0.0000 9.5630 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9732 0 15 0.0000 10.0268 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5764 0 15 0.0000 10.4236 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5905 0 15 0.0000 10.4095 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5929 0 15 0.0000 10.4071 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5935 0 15 0.0000 10.4065 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8921 0 15 0.0000 11.1079 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6343 0 15 0.0000 12.3657 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6361 0 15 0.0000 12.3639 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6369 0 15 0.0000 12.3631 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6378 0 15 0.0000 12.3622 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9503 0 15 0.0000 15.0497 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7164 0 16 0.0000 15.2836 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2329 0 15 0.0000 15.7671 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8847 0 15 0.0000 16.1153 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3385 0 16 0.0000 16.6615 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8344 0 15 0.0000 9.1656 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9377 0 16 0.0000 6.0623 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9290 0 18 0.0000 4.0710 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2230 0 18 0.0000 11.7770 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8595 0 21 0.0000 14.1405 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8932 0 15 0.0000 12.1068 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9831 0 21 0.0000 15.0169 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9032 0 21 0.0000 15.0968 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6753 0 20 0.0000 16.3247 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2845 0 17 0.0000 16.7155 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.2689 0 17 0.0000 16.7311 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2056 0 17 0.0000 16.7944 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0836 0 18 0.0000 16.9164 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6989 0 19 0.0000 17.3011 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7637 0 20 0.0000 18.2363 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.0024 0 29 0.0000 18.9976 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.9627 0 29 0.0000 19.0373 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.1464 0 33 0.0000 20.8536 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.9270 0 30 0.0000 19.0730 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.9119 0 31 0.0000 9.0881 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9675 0 15 0.0000 8.0325 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.9071 0 30 0.0000 8.0929 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.9066 0 31 0.0000 8.0934 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.9061 0 31 0.0000 8.0939 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.9062 0 31 0.0000 8.0938 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.9064 0 31 0.0000 8.0936 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.9063 0 31 0.0000 8.0937 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0223 0 15 0.0000 9.9777 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5475 0 15 0.0000 10.4525 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2538 0 15 0.0000 10.7462 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6117 0 15 0.0000 6.3883 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8007 0 15 0.0000 7.1993 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2896 0 16 0.0000 7.7104 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0134 0 16 0.0000 7.9866 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.9058 0 31 0.0000 8.0942 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0664 0 15 0.0000 1.9336 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6866 0 31 0.0000 9.3134 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6490 0 32 0.0000 9.3510 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6318 0 32 0.0000 9.3682 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6218 0 32 0.0000 9.3782 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.3066 0 33 0.0000 9.6934 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.9057 0 31 0.0000 19.0943 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 1.2681 0 15 1.0266 0 15 0.0533 103.6414 102.3505 .4057 .3202
L2 31.3792 2.1255 2000.000 1.2612 0 15 0.9189 0 15 0.0402 102.3504 101.1123 .3202 .3661
L3 21.1637 1.3610 2000.000 1.2496 0 15 0.5853 0 15 0.0590 101.1123 100.4370 .3661 .4885
L4 14.8201 1.0611 2000.000 2.4125 0 15 0.6916 0 15 0.1628 100.4370 99.9732 .4885 .4666
L5 14.1212 0.8828 2000.000 2.3982 0 15 0.7582 0 15 0.1698 99.9732 99.5764 .4666 .3582
L6 107.6004 6.2326 2000.000 2.4060 0 15 0.5929 0 15 0.0224 99.5764 99.5905 .3582 .6303
L7 212.9831 7.4760 2500.000 2.4108 0 15 0.2226 0 15 0.0113 99.5905 99.5929 .5042 .7171
L8 226.7844 7.2108 2500.000 2.7174 0 15 0.1316 0 15 0.0120 99.5929 99.5935 .7172 .8894
L9 5.4768 0.2939 750.0000 2.6852 0 15 0.5091 0 15 0.4903 99.5935 99.4066 .4980 .2621
L10 230.8083 6.4967 2000.000 2.6856 0 15 0.4629 0 15 0.0116 98.8921 97.6343 .0960 .4672
L11 134.5580 5.4502 2000.000 2.7080 0 16 0.2844 0 16 0.0201 97.6343 97.6361 .4672 .7681
L12 167.9513 6.1299 2500.000 2.7376 0 16 0.1865 0 16 0.0163 97.6361 97.6369 .6145 .8547
L13 106.1819 4.1062 2750.000 3.7351 0 15 0.2113 0 15 0.0352 97.6369 97.6378 .7770 .9774
L14 3.7006 0.2681 800.0000 3.7314 0 15 0.7950 0 15 1.0083 97.6378 97.5297 .6223 .4996
L15 41.4767 1.7797 1500.000 3.7289 0 15 0.6277 0 15 0.0899 94.9503 94.7165 .3269 .4576
L24 46.8109 1.7908 2000.000 3.6974 0 16 0.7952 0 16 0.0790 94.7164 94.2329 .3432 .3215
L25 97.5504 2.8658 2500.000 4.8139 0 15 0.7408 0 15 0.0493 94.2329 93.8847 .2572 .4139
L26 39.8090 1.2386 3000.000 4.6955 0 15 1.1193 0 15 0.1179 93.8847 93.3385 .3449 .1995
L27 416.5903 6.9969 3500.000 4.6906 0 16 0.9773 0 12 0.0113 93.3385 93.2689 .1710 .3625
L28 142.9406 2.4129 2000.000 1.0480 0 16 0.6827 0 15 0.0073 120.8344 113.9377 .1672 .2189
L29 111.2914 2.2238 2000.000 2.0907 0 17 1.0290 0 17 0.0188 113.9377 105.9290 .2189 .2145
L30 121.4510 2.4983 2000.000 2.5909 0 18 0.7225 0 18 0.0213 105.9290 98.2230 .2145 .3615
L31 81.3908 1.8198 2000.000 3.6433 0 18 0.5696 0 13 0.0448 98.2230 95.8595 .3615 .5298
L32 10.6189 1.0497 1500.000 3.7396 0 21 0.9683 0 21 0.3522 95.8595 94.9831 .7063 .6087
L33 13.2107 0.8025 900.0000 0.4963 0 15 0.3926 0 15 0.0376 97.8932 97.3352 .4258 .2392
L34 27.1462 0.7567 2000.000 3.9140 0 20 0.3544 0 20 0.1442 94.9831 94.9032 .4566 .4666
L35 151.1332 2.3985 2800.000 3.9189 0 21 0.7502 0 22 0.0259 94.9032 93.6753 .3333 .2483
L36 604.2278 7.2058 3400.000 4.0554 0 20 1.4622 0 11 0.0067 93.6753 93.2845 .2045 .2866
W2637 41.0450 1.2356 2000.000 0.0988 0 15 0.2356 0 15 0.0024 93.8847 93.6910 .0823 .0355
L37 268.7941 4.1638 3600.000 4.2114 0 20 0.5990 0 29 0.0157 93.2845 93.2689 .2707 .3525
L38 20.3679 0.8611 2000.000 8.4624 0 17 0.9065 0 16 0.4155 93.2689 93.2056 .6344 .6128
L39 220.6626 2.1612 4000.000 -8.4123 0 17 -0.8403 0 16 -0.0381 93.2056 93.0836 .2564 .2759
L41 24.3580 0.8853 2000.000 8.3253 0 18 0.6799 0 17 0.3418 93.0836 92.6989 .6018 .6094
4243 57.3946 1.4914 2000.000 8.5535 0 19 0.7191 0 18 0.1490 92.6989 91.7637 .6094 .5569
4344 63.4676 1.7564 2000.000 8.4230 0 20 0.8608 0 19 0.1327 91.7637 91.0024 .5569 .5012
6869 43.1813 0.6276 2800.000 6.8534 0 33 0.5135 0 33 0.1587 89.3066 89.1464 .5238 .5237
4445 86.8567 1.9041 2500.000 8.3549 0 21 0.6617 0 20 0.0962 91.0024 90.9627 .4010 .5051
4546 96.3889 3.0307 2500.000 8.2840 0 21 1.0588 0 18 0.0859 90.9627 90.9270 .5051 .6348
4647 19.5453 0.7456 2500.000 7.9075 0 21 1.1202 0 17 0.4046 90.9270 90.9119 .6348 .6367
4754 69.8137 1.6227 2500.000 7.3592 0 21 0.7953 0 17 0.1054 90.9119 90.9063 .6367 .6905
4849 68.7768 2.2981 2000.000 1.5533 0 15 0.8936 0 15 0.0226 90.9674 90.9071 .1937 .2485
4950 88.3261 2.2234 2360.000 1.5463 0 15 0.6658 0 15 0.0175 90.9071 90.9066 .2106 .2443
5051 69.6722 2.5632 2000.000 2.1805 0 15 0.9410 0 15 0.0313 90.9066 90.9061 .2883 .4180
5152 86.0599 3.2001 2000.000 2.2273 0 15 0.8698 0 16 0.0259 90.9061 90.9062 .4180 .4881
5253 70.2593 2.7867 2000.000 2.5122 0 15 1.2819 0 14 0.0358 90.9062 90.9064 .4881 .6882
5354 215.9379 3.0206 2500.000 1.9905 0 13 0.4561 0 9 0.0092 90.9064 90.9063 .5506 .6585
5462 217.9611 2.6925 2500.000 6.5547 0 27 0.2731 2 6 0.0301 90.9063 90.9058 .6585 .7943
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.