Original source · versioned page text
e2y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:06.
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 22.2720 50.0000 990.0000
N2 27.8707 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N4 50.0000 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 26.4421 50.0000 0.0000
N12 31.8099 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 41.5363 50.0000 0.0000
N15 11.4529 28.6322 0.0000
N24 28.8689 50.0000 0.0000
N25 48.7693 50.0000 0.0000
N26 50.0000 50.0000 0.0000
N27 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 43.0725 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 36.8032 50.0000 0.0000
N35 49.2568 50.0000 0.0000
N36 50.0000 50.0000 0.0000
N37 29.0819 50.0000 0.0000
N38 50.0000 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 31.6011 50.0000 0.0000
N42 20.5739 50.0000 0.0000
N43 46.9132 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N45 45.4937 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 47.5096 50.0000 0.0000
N47 48.5971 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 47.4594 50.0000 0.0000
N53 24.1378 50.0000 0.0000
N54 33.3505 50.0000 0.0000
N55 1.9224 4.8059 19625.0000
N56 1.3758 3.4394 25.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 50.0000 50.0000 0.0000
N62 42.3288 50.0000 0.0000
N63 0.8114 2.0284 960.0000
N64 45.6286 50.0000 0.0000
N65 49.2485 50.0000 0.0000
N66 38.7407 50.0000 0.0000
N67 15.8596 39.6489 0.0000
N68 11.6975 29.2437 0.0000
D1 15.7590 39.3974 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 4.0998 4.0998 11.6426 0.0833 0.0047 0.0584 Normal Soln
L2 4.5781 4.5781 14.0789 0.0000 0.0039 0.0418 Normal Soln
L3 6.9118 6.9118 32.6164 0.0000 0.0054 0.0615 Normal Soln
L4 6.3731 6.3731 27.7826 0.0000 0.0064 0.1733 Normal Soln
L5 3.9441 3.9441 17.9868 0.0000 0.0051 0.2219 Normal Soln
L6 4.0700 4.0700 28.5339 0.0000 0.0072 0.0478 Normal Soln
L7 3.7053 3.7053 50.0000 4.5000 0.0120 0.0349 Normal Soln
L8 3.1196 3.1196 50.0000 228.0833 0.0194 0.0500 Normal Soln
L9 6.4239 6.4239 26.6500 0.0000 0.0069 0.5120 Normal Soln
L10 4.2803 4.2803 36.7105 3.9167 0.0083 0.0122 Normal Soln
L11 6.2820 6.2820 50.0000 0.0000 -0.0390 0.0411 Normal Soln
L12 5.3324 5.3324 50.0000 0.0000 -0.0530 0.0446 Normal Soln
L13 5.7838 5.7838 50.0000 0.0000 -0.0335 0.0894 Normal Soln
L14 4.7428 4.7428 17.8752 0.0000 0.0520 1.0594 Normal Soln
L15 5.7087 5.7087 27.4068 0.0000 0.0243 0.0942 Normal Soln
L24 8.8037 8.8037 31.1589 0.0000 0.0280 0.0831 Normal Soln
L25 6.1773 6.1773 27.7997 0.0000 0.0181 0.0518 Normal Soln
L26 5.0945 5.0945 16.8040 0.0000 0.0243 0.1269 Normal Soln
L27 5.1593 5.1593 19.1580 0.0000 0.0190 0.0121 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0030 0.0079 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0046 0.0209 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0059 0.0238 Normal Soln
L31 38.3141 38.3141 50.0000 0.0000 0.0114 0.0527 Normal Soln
L32 7.3169 7.3169 24.7975 0.0000 0.0087 0.4343 Normal Soln
L33 7.1420 7.1420 29.3888 0.0000 0.0020 0.0431 Normal Soln
L34 7.2462 7.2462 50.0000 0.0000 0.0092 0.1869 Normal Soln
L35 9.6617 9.6617 30.5819 0.0000 0.0219 0.0331 Normal Soln
L36 6.2913 6.2913 12.4610 0.0000 0.0192 0.0085 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 8.9405 8.9405 46.2340 0.0000 0.0135 0.0194 Normal Soln
L38 4.8412 4.8412 17.3137 0.0000 0.0304 0.4742 Normal Soln
L39 3.3594 3.3594 13.8553 0.0000 -0.0287 0.0438 Normal Soln
L41 18.4612 18.4612 50.0000 0.0000 0.0261 0.3966 Normal Soln
4243 22.1687 22.1687 50.0000 0.0000 0.0207 0.1747 Normal Soln
4344 18.8315 18.8315 50.0000 0.0000 0.0197 0.1562 Normal Soln
6869 6.2767 6.2767 41.3328 0.0000 0.0101 0.2503 Normal Soln
4445 11.4581 11.4581 50.0000 0.0000 0.0243 0.1164 Normal Soln
4546 8.4996 8.4996 23.9115 0.0000 0.0274 0.1068 Normal Soln
4647 5.9739 5.9739 20.3761 0.0000 0.0264 0.5161 Normal Soln
4754 10.6381 10.6381 36.6790 0.0000 -0.0377 0.1453 Normal Soln
4849 5.9080 5.9080 16.0264 0.0000 0.0040 0.0235 Normal Soln
4950 3.0310 3.0310 12.2762 0.0000 0.0036 0.0184 Normal Soln
5051 9.1459 9.1459 25.0424 0.0000 0.0052 0.0342 Normal Soln
5152 2.7801 2.7801 8.9625 0.0000 0.0055 0.0317 Normal Soln
5253 8.0639 8.0639 18.7393 0.0000 -0.0198 0.0422 Normal Soln
5354 10.1626 10.1626 50.0000 0.0000 -0.0204 0.0343 Normal Soln
5462 3.5362 3.5362 44.0328 0.0000 0.0363 0.1070 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 11.4052 11.4052 30.8534 0.0000 0.0020 0.0264 Normal Soln
5960 11.6871 11.6871 28.9658 0.0000 0.0020 0.0247 Normal Soln
6061 11.6013 11.6013 50.0000 0.0000 0.0019 0.0124 Normal Soln
6162 11.7748 11.7748 23.4518 0.0000 0.0033 0.0110 Normal Soln
6465 10.7340 10.7340 35.1929 0.0000 0.0307 0.1271 Normal Soln
6566 10.8696 10.8696 50.0000 0.0000 0.0255 0.1987 Normal Soln
6667 15.0062 15.0062 50.0000 0.0000 -0.0210 0.2339 Normal Soln
L595 1.6614 1.6614 43.0705 0.0000 0.0499 0.2386 Normal Soln
5556ova 8.9835 8.9835 15.0586 0.0000 0.0017 0.0246 Normal Soln
5556unda 3.1333 3.1333 8.3513 0.0000 0.0068 1.8460 Normal Soln
5663ova 49.4349 49.4349 50.0000 0.0000 0.0015 0.0485 Normal Soln
5663und 15.2554 15.2554 38.8119 0.0000 0.0022 2.2808 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0007 0.0003 Normal Soln
6364und 14.8412 14.8412 28.2152 0.0000 0.0474 14.1360 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.3099 1.3099 3.1436 43.9167 0.0055 1.5935 Normal Soln
6768ova 5.8221 5.8221 13.7578 0.0000 0.0035 0.1413 Normal Soln
6768und 1.4996 1.4996 4.2100 79.5000 0.0042 1.3380 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...................................L12
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.08 / 87.76/ 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/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.02 /
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/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.24 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.12 / 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/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.34 /
6566/ 0.17 / 6667/ 0.04 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.30 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.36 / 6768ova/ 0.00 /
6768und/ 0.52 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.14 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.77 / L8/ 16.94 / L9/ 2.01 /
L10/ 5.87 / L11/ 10.46 / L12/ 12.64 /
L13/ 13.25 / L14/ 0.48 / L15/ 4.25 /
L24/ 0.95 / L25/ 1.26 / L26/ 0.95 /
L27/ 1.41 / L28/ 0.20 / L29/ 0.46 /
L30/ 2.34 / L31/ 2.09 / L32/ 0.84 /
L33/ 0.07 / L34/ 4.20 / L35/ 0.72 /
L36/ 0.47 / W2637/ 0.00 / L37/ 1.68 /
L38/ 2.23 / L39/ 2.36 / L41/ 1.98 /
4243/ 1.43 / 4344/ 1.40 / 6869/ 2.42 /
4445/ 2.45 / 4546/ 0.72 / 4647/ 2.30 /
4754/ 1.43 / 4849/ 0.24 / 4950/ 0.52 /
5051/ 0.27 / 5152/ 0.53 / 5253/ 0.21 /
5354/ 1.32 / 5462/ 2.70 / 5657/ 0.00 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.42 / 6162/ 0.04 / 6465/ 0.89 /
6566/ 1.33 / 6667/ 4.17 / L595/ 3.52 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.02 / 6364und/ 0.28 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.09 /
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/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.07 / 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/ 0.09 / N45/ 0.13 /
N69/ 0.08 / N46/ 0.14 / N47/ 0.13 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.13 / N65/ 0.15 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.24 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.78 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.64 / N2/ 0.50 / N3/ 0.57 /
N4/ 0.77 / N5/ 0.73 / N6/ 0.65 /
N7/ 1.19 / N8/ 1.72 / N9/ 2.15 /
N10/ 1.83 / N11/ 0.88 / N12/ 1.48 /
N13/ 2.08 / N14/ 2.63 / N15/ 0.35 /
N24/ 0.55 / N25/ 0.49 / N26/ 0.81 /
N27/ 0.46 / N28/ 0.24 / N29/ 0.31 /
N30/ 0.31 / N31/ 0.56 / N32/ 0.87 /
N33/ 0.32 / N34/ 0.79 / N35/ 0.83 /
N36/ 0.59 / N37/ 0.74 / N38/ 1.03 /
N39/ 0.98 / N41/ 0.96 / N42/ 0.97 /
N43/ 0.95 / N44/ 0.76 / N45/ 0.97 /
N69/ 1.33 / N46/ 1.12 / N47/ 1.10 /
N48/ 0.30 / N49/ 0.27 / N50/ 0.33 /
N51/ 0.33 / N52/ 0.47 / N53/ 0.87 /
N54/ 1.22 / N55/ 1.03 / N56/ 1.11 /
N57/ 0.00 / N58/ 0.11 / N59/ 0.14 /
N60/ 0.09 / N61/ 0.38 / N62/ 1.48 /
N63/ 1.26 / N64/ 0.98 / N65/ 1.50 /
N66/ 1.78 / N67/ 1.95 / N68/ 1.33 /
D1/ 1.65 /
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/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.61 / L11/ 5.03 / L12/ 9.62 /
L13/ 11.81 / L14/ 0.03 / L15/ 0.31 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.27 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.22 /
4445/ 0.17 / 4546/ 0.05 / 4647/ 0.18 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.11 / 5462/ 0.20 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.07 /
6566/ 0.13 / 6667/ 0.66 / 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/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.35 / L5/ 5.65 / L6/ 18.87 /
L7/ 69.60 / L8/ 143.49 / L9/ 0.30 /
L10/ 26.11 / L11/ 82.96 / L12/ 158.80 /
L13/ 206.69 / L14/ 0.28 / L15/ 4.07 /
L24/ 0.77 / L25/ 1.00 / L26/ 0.85 /
L27/ 2.16 / L28/ 1.85 / L29/ 5.25 /
L30/ 26.47 / L31/ 11.47 / L32/ 1.12 /
L33/ 0.01 / L34/ 4.71 / L35/ 1.11 /
L36/ 0.58 / W2637/ 0.00 / L37/ 4.00 /
L38/ 3.32 / L39/ 3.63 / L41/ 7.18 /
4243/ 5.34 / 4344/ 4.09 / 6869/ 4.49 /
4445/ 5.49 / 4546/ 1.33 / 4647/ 3.58 /
4754/ 2.89 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.20 / 5152/ 0.20 / 5253/ 0.17 /
5354/ 3.22 / 5462/ 2.42 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.14 / 6162/ 0.05 / 6465/ 2.11 /
6566/ 4.54 / 6667/ 33.16 / L595/ 1.58 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 1.76 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.00 /
6768und/ 0.42 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
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/ 0.09 / 6667/ 0.14 / L595/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 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/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.08 6869/ 87.94/ 87.76/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.94 6465/ 88.75/ 88.22/
6566/ 88.22/ 88.00 6667/ 88.00/ 87.99 L595/ 88.94/ 88.78/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.75/ 88.75 6364und/ 95.75/ 88.75/
6264ova/ 88.75/ 88.75 6264und/ 88.78/ 88.75 6768ova/ 87.94/ 87.94/
6768und/ 87.99/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 16174
Total number of time steps during simulation.... 10201
Ratio of actual # of time steps / NTCYC......... 2.361
Average number of iterations per time step...... 1.586
Average time step size(seconds)................ 2.117
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.027
Average minimum implicit time step (sec)........ 2.808
Average minimum junction time step (sec)........ 2.808
Average Courant Factor Tf....................... 2.808
Number of times omega reduced................... 244
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.11 11296 1 7 0 0 0
N2 0 1.12 11419 1 10 1 0 0
N3 0 1.10 11238 0 8 0 0 0
N4 0 1.13 11523 0 6 0 0 0
N5 0 1.24 12658 0 12 1 0 0
N6 0 1.53 15614 0 11 1 0 0
N7 0 2.33 23732 0 13 9 0 0
N8 0 3.07 31319 122 15 58 0 0
N9 0 2.47 25214 0 14 28 0 0
N10 0 1.10 11228 0 7 0 0 0
N11 0 1.71 17439 0 31 1 1 0
N12 0 2.51 25600 0 17 1 0 0
N13 0 2.90 29565 0 8 0 0 0
N14 0 2.32 23713 5 10 1 0 0
N15 0 1.10 11191 0 7 0 0 0
N24 0 1.11 11317 1 14 1 0 0
N25 0 1.10 11253 0 6 0 0 0
N26 0 1.17 11986 0 10 1 0 0
N27 0 1.13 11553 0 6 0 0 0
N28 0 1.07 10937 0 5 0 0 0
N29 0 1.11 11277 0 13 1 0 0
N30 0 1.15 11741 0 14 1 0 0
N31 0 1.10 11202 0 15 2 0 0
N32 0 1.12 11404 0 7 0 0 0
N33 0 1.10 11222 0 7 0 0 0
N34 0 1.18 12045 0 6 0 0 0
N35 0 1.23 12583 0 6 0 0 0
N36 0 1.13 11547 0 6 0 0 0
N37 0 1.16 11838 0 7 0 0 0
N38 0 1.22 12414 0 19 1 0 0
N39 0 1.16 11847 0 9 0 0 0
N41 0 1.20 12260 0 9 0 0 0
N42 0 1.18 12075 3 18 1 0 0
N43 0 1.20 12251 0 6 0 0 0
N44 0 1.18 11994 0 6 0 0 0
N45 0 1.17 11933 0 6 0 0 0
N69 0 1.27 12985 5 8 0 0 0
N46 0 1.18 12006 0 6 0 0 0
N47 0 1.17 11950 0 6 0 0 0
N48 0 1.09 11158 0 6 0 0 0
N49 0 1.13 11568 0 7 0 0 0
N50 0 1.13 11506 0 6 0 0 0
N51 0 1.22 12395 0 6 0 0 0
N52 0 1.25 12750 0 11 1 0 0
N53 0 1.62 16569 0 6 0 0 0
N54 0 1.74 17800 0 10 1 0 0
N55 0 1.10 11203 0 7 0 0 0
N56 0 1.16 11827 0 8 0 0 0
N57 0 1.00 10201 0 1 0 0 0
N58 0 1.06 10792 0 6 0 0 0
N59 0 1.09 11147 0 7 0 0 0
N60 0 1.10 11212 0 6 0 0 0
N61 0 1.08 11068 0 5 0 0 0
N62 0 2.12 21638 0 7 0 0 0
N63 0 1.36 13883 44 31 87 5 0
N64 0 1.27 12908 0 25 35 1 0
N65 0 1.16 11877 0 6 0 0 0
N66 0 1.24 12664 0 6 0 0 0
N67 0 1.38 14085 0 7 0 0 0
N68 0 1.24 12654 0 6 0 0 0
D1 0 1.86 18993 62 8 0 0 0
Total number of iterations for all junctions.. 846267
Minimum number of possible iterations......... 622261
Efficiency of the simulation.................. 1.36
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 103.4687 0 25 0.0000 6.5313 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2103 0 25 0.0000 7.7897 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.9531 0 25 0.0000 9.0469 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.2324 0 25 0.0000 9.7676 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.7690 0 25 0.0000 10.2310 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5116 0 26 0.0000 10.4884 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5178 0 26 0.0000 10.4822 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5185 0 26 0.0000 10.4815 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5186 0 26 0.0000 10.4814 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8302 0 26 0.0000 11.1698 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5800 0 25 0.0000 12.4200 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5804 0 25 0.0000 12.4196 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5805 0 25 0.0000 12.4195 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5808 0 25 0.0000 12.4192 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8067 0 25 0.0000 15.1933 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5843 0 26 0.0000 15.4157 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0793 0 26 0.0000 15.9207 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.6613 0 26 0.0000 16.3387 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.1985 0 26 0.0000 16.8015 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7428 0 27 0.0000 9.2572 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8124 0 27 0.0000 6.1876 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8106 0 31 0.0000 4.1894 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.0577 0 30 0.0000 11.9423 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.6736 0 32 0.0000 14.3264 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8270 0 25 0.0000 12.1730 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.8565 0 32 0.0000 15.1435 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7974 0 32 0.0000 15.2026 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.5705 0 32 0.0000 16.4295 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.0511 0 29 0.0000 16.9489 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.0317 0 28 0.0000 16.9683 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.9631 0 29 0.0000 17.0369 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.8352 0 29 0.0000 17.1648 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.4533 0 30 0.0000 17.5467 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.5975 0 33 0.0000 18.4025 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.7577 0 34 0.0000 19.2423 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.6672 0 34 0.0000 19.3328 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.0075 0 50 0.0000 20.9925 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.4629 0 42 0.0000 19.5371 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.4189 0 43 0.0000 9.5811 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8753 0 25 0.0000 8.1247 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6812 0 25 0.0000 8.3188 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6598 0 25 0.0000 8.3402 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.4010 0 43 0.0000 8.5990 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3992 0 43 0.0000 8.6008 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.3978 0 43 0.0000 8.6022 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.3975 0 43 0.0000 8.6025 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9519 0 25 0.0000 10.0481 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5120 0 26 0.0000 10.4880 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5465 0 25 0.0000 6.4535 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7448 0 25 0.0000 7.2552 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2526 0 25 0.0000 7.7474 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8774 0 26 0.0000 8.1226 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.3965 0 43 0.0000 8.6035 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0125 0 26 0.0000 1.9875 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6103 0 49 0.0000 9.3897 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.5761 0 50 0.0000 9.4239 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5628 0 50 0.0000 9.4372 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5555 0 50 0.0000 9.4445 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.1677 0 50 0.0000 9.8323 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.3963 0 43 0.0000 19.6037 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 0.6622 0 24 0.9181 0 24 0.0278 103.4684 102.2103 .3192 .2502
L2 31.3792 2.1255 2000.000 0.6562 0 25 0.7816 0 25 0.0209 102.2103 100.9531 .2502 .2866
L3 21.1637 1.3610 2000.000 0.6507 0 25 0.4906 0 25 0.0307 100.9531 100.2324 .2865 .3862
L4 14.8201 1.0611 2000.000 1.2625 0 25 0.5759 0 25 0.0852 100.2324 99.7690 .3862 .3645
L5 14.1212 0.8828 2000.000 1.2549 0 25 0.5560 0 25 0.0889 99.7690 99.5115 .3645 .3258
L6 107.6004 6.2312 2000.000 1.2539 0 25 0.3576 0 25 0.0117 99.5116 99.5178 .3258 .5939
L7 212.9831 7.4760 2500.000 1.2499 0 26 0.1271 0 25 0.0059 99.5177 99.5185 .4751 .6874
L8 226.7844 7.2108 2500.000 1.4122 0 25 0.0736 0 25 0.0062 99.5185 99.5186 .6874 .8594
L9 5.4768 0.2939 750.0000 1.3917 0 26 0.3753 0 26 0.2541 99.5186 99.3687 .3981 .2116
L10 230.8083 6.4945 2000.000 1.3916 0 26 0.2724 0 26 0.0060 98.8302 97.5800 .0651 .4400
L11 134.5580 5.4462 2000.000 1.3977 0 26 0.1600 0 26 0.0104 97.5800 97.5805 .4400 .7402
L12 167.9513 6.1281 2500.000 1.4033 0 26 0.1014 0 26 0.0084 97.5804 97.5805 .5922 .8322
L13 106.1819 4.1038 2750.000 1.9555 0 25 0.1186 0 25 0.0184 97.5805 97.5808 .7565 .9567
L14 3.7006 0.2681 800.0000 1.9556 0 25 0.5595 0 25 0.5284 97.5808 97.5211 .5510 .4889
L15 41.4767 1.7787 1500.000 1.9531 0 26 0.4744 0 25 0.0471 94.8067 94.5843 .2311 .3695
L24 46.8109 1.7908 2000.000 1.9366 0 26 0.6419 0 26 0.0414 94.5843 94.0793 .2771 .2446
L25 97.5504 2.8635 2500.000 2.5269 0 26 0.5755 0 25 0.0259 94.0793 93.6613 .1957 .3245
L26 39.8090 1.2386 3000.000 2.5199 0 26 0.8926 0 26 0.0633 93.6613 93.1985 .2704 .1528
L27 416.5903 6.9969 3500.000 2.5187 0 26 0.7569 0 25 0.0060 93.1985 93.0317 .1310 .2948
L28 142.9406 2.4129 2000.000 0.5573 0 27 0.6059 0 35 0.0039 120.7428 113.8124 .1214 .1562
L29 111.2914 2.2238 2000.000 1.1224 0 29 0.8594 0 29 0.0101 113.8124 105.8106 .1562 .1553
L30 121.4510 2.4983 2000.000 1.4493 0 31 0.6228 0 32 0.0119 105.8106 98.0577 .1553 .2788
L31 81.3908 1.8198 2000.000 2.1504 0 30 0.5337 0 25 0.0264 98.0577 95.6736 .2788 .4368
L32 10.6189 1.0497 1500.000 2.2938 0 32 0.8469 0 32 0.2160 95.6736 94.8565 .5824 .5244
L33 13.2107 0.8025 900.0000 0.2610 0 24 0.3445 0 24 0.0198 97.8270 97.2851 .3522 .1835
L34 27.1462 0.7567 2000.000 2.4375 0 31 0.2794 0 31 0.0898 94.8565 94.7974 .3933 .4137
L35 151.1332 2.3985 2800.000 2.4357 0 32 0.7030 0 32 0.0161 94.7974 93.5705 .2955 .2109
L36 604.2278 7.2058 3400.000 2.5553 0 32 1.4445 0 20 0.0042 93.5705 93.0511 .1737 .2180
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 93.0511 93.0511 .0000 .0000
L37 268.7941 4.1638 3600.000 2.5873 0 32 0.5083 0 38 0.0096 93.0511 93.0317 .2059 .2866
L38 20.3679 0.8611 2000.000 4.8153 0 28 0.8087 0 26 0.2364 93.0317 92.9631 .5159 .4916
L39 220.6626 2.1612 4000.000 -4.8010 0 28 -0.7217 0 27 -0.0218 92.9631 92.8352 .1958 .2138
L41 24.3580 0.8853 2000.000 4.7776 0 29 0.5582 0 29 0.1961 92.8352 92.4533 .4776 .4867
4243 57.3946 1.4914 2000.000 5.0192 0 31 0.6869 0 29 0.0874 92.4533 91.5975 .4867 .4737
4344 63.4676 1.7564 2000.000 4.9645 0 33 0.7746 0 32 0.0782 91.5975 90.7577 .4737 .3788
6869 43.1813 0.6276 2800.000 5.4047 0 50 0.4839 0 50 0.1252 89.1677 89.0075 .4742 .4741
4445 86.8567 1.9041 2500.000 5.0607 0 34 0.5292 0 34 0.0583 90.7577 90.6672 .3031 .3869
4546 96.3889 3.0307 2500.000 5.1507 0 34 1.0494 0 22 0.0534 90.6672 90.4629 .3869 .4491
4647 19.5453 0.7456 2500.000 5.0452 0 34 0.9816 0 30 0.2581 90.4629 90.4189 .4491 .4396
4754 69.8137 1.6227 2500.000 4.9172 0 34 0.8452 0 28 0.0704 90.4189 90.3975 .4396 .4870
4849 68.7768 2.2981 2000.000 0.8054 0 25 0.7489 0 25 0.0117 90.8753 90.6812 .1476 .1356
4950 88.3261 2.2234 2360.000 0.8052 0 25 0.4888 0 25 0.0091 90.6812 90.6598 .1149 .1398
5051 69.6722 2.5632 2000.000 1.1442 0 25 0.7587 0 25 0.0164 90.6598 90.4010 .1649 .1655
5152 86.0599 3.2001 2000.000 1.1392 0 25 0.6700 0 28 0.0132 90.4010 90.3992 .1655 .2346
5253 70.2593 2.7867 2000.000 1.2589 0 26 1.0673 0 25 0.0179 90.3992 90.3978 .2346 .4339
5354 215.9379 3.0206 2500.000 1.1945 0 25 0.3631 0 16 0.0055 90.3978 90.3975 .3471 .4550
5462 217.9611 2.6925 2500.000 5.0413 0 40 0.2725 2 25 0.0231 90.3975 90.3965 .4550 .5906
5657 69.9273 5.9238 See the original
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