Original source · versioned page text
e20y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:42.
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 15.0983 37.7458 755.0000
N2 14.8187 37.0468 0.0000
N3 50.0000 50.0000 0.0000
N4 36.4258 50.0000 0.0000
N5 45.3285 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 32.8930 50.0000 0.0000
N12 40.8226 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 32.2065 50.0000 0.0000
N15 6.5504 16.3759 0.0000
N24 18.4594 46.1485 0.0000
N25 32.1715 50.0000 0.0000
N26 22.8600 50.0000 0.0000
N27 45.6869 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 31.5198 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 25.1888 50.0000 0.0000
N35 31.3699 50.0000 0.0000
N36 44.0932 50.0000 0.0000
N37 30.1925 50.0000 0.0000
N38 26.3348 50.0000 0.0000
N39 38.9439 50.0000 0.0000
N41 21.3125 50.0000 0.0000
N42 20.5491 50.0000 0.0000
N43 36.9332 50.0000 0.0000
N44 39.4690 50.0000 0.0000
N45 36.1455 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 24.7759 50.0000 0.0000
N47 20.6043 50.0000 0.0000
N48 37.1093 50.0000 0.0000
N49 38.6695 50.0000 0.0000
N50 38.3034 50.0000 0.0000
N51 26.6105 50.0000 0.0000
N52 29.6846 50.0000 0.0000
N53 20.9968 50.0000 0.0000
N54 30.3352 50.0000 0.0000
N55 0.6864 1.7159 18770.0000
N56 1.3158 3.2895 20.0000
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 33.0468 50.0000 0.0000
N62 30.9108 50.0000 0.0000
N63 0.7982 1.9955 2055.0000
N64 21.6613 50.0000 0.0000
N65 33.5483 50.0000 0.0000
N66 28.7561 50.0000 0.0000
N67 14.1041 35.2603 0.0000
N68 10.7537 26.8842 0.0000
D1 9.6686 24.1714 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 3.7452 3.7452 10.3547 0.0833 0.0102 0.1051 Normal Soln
L2 4.0601 4.0601 12.1497 0.0000 0.0079 0.0758 Normal Soln
L3 6.1393 6.1393 27.6913 0.0000 0.0102 0.1111 Normal Soln
L4 5.5770 5.5770 23.5828 0.0000 0.0125 0.3059 Normal Soln
L5 3.4743 3.4743 13.5920 0.0000 0.0109 0.3580 Normal Soln
L6 3.6773 3.6773 18.0117 0.0000 -0.0196 0.1209 Normal Soln
L7 3.5261 3.5261 49.7604 2.5000 -0.0195 0.0710 Normal Soln
L8 3.0136 3.0136 50.0000 218.5833 -0.0354 0.1158 Normal Soln
L9 5.3957 5.3957 20.3023 0.0000 0.0128 0.9823 Normal Soln
L10 3.8829 3.8829 22.8346 2.5833 0.0143 0.0226 Normal Soln
L11 5.9372 5.9372 50.0000 0.0000 0.0822 0.0646 Normal Soln
L12 5.1449 5.1449 50.0000 0.0000 0.1342 0.0773 Normal Soln
L13 5.7204 5.7204 50.0000 0.0000 0.1194 0.1402 Normal Soln
L14 4.1593 4.1593 13.0888 0.0000 0.0898 1.8925 Normal Soln
L15 4.9795 4.9795 21.4006 0.0000 0.0537 0.1670 Normal Soln
L24 7.4843 7.4843 25.8501 0.0000 0.0572 0.1465 Normal Soln
L25 5.3306 5.3306 22.3797 0.0000 0.0558 0.0908 Normal Soln
L26 4.4474 4.4474 13.7672 0.0000 0.0404 0.2192 Normal Soln
L27 4.5792 4.5792 16.3052 0.0000 0.0534 0.0210 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0055 0.0150 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0073 0.0377 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0102 0.0443 Normal Soln
L31 36.3993 36.3993 50.0000 0.0000 0.0180 0.0930 Normal Soln
L32 6.6079 6.6079 21.4482 0.0000 0.0137 0.7497 Normal Soln
L33 6.5588 6.5588 26.1164 0.0000 0.0052 0.0772 Normal Soln
L34 6.5455 6.5455 47.4974 0.0000 0.0158 0.3139 Normal Soln
L35 8.8903 8.8903 28.0664 0.0000 0.0219 0.0562 Normal Soln
L36 6.2532 6.2532 12.3723 0.0000 0.0333 0.0145 Normal Soln
W2637 9.6333 9.6333 50.0000 0.0000 0.0009 0.0028 Normal Soln
L37 7.8997 7.8997 39.1158 0.0000 0.0202 0.0333 Normal Soln
L38 4.2001 4.2001 15.5744 0.0000 0.0462 0.8261 Normal Soln
L39 2.9495 2.9495 11.9996 0.0000 -0.0460 0.0761 Normal Soln
L41 15.7253 15.7253 50.0000 0.0000 0.0398 0.6868 Normal Soln
4243 20.9093 20.9093 50.0000 0.0000 0.0342 0.3017 Normal Soln
4344 16.8404 16.8404 50.0000 0.0000 0.0312 0.2803 Normal Soln
6869 5.8023 5.8023 37.4258 0.0000 0.0171 0.4484 Normal Soln
4445 9.7348 9.7348 50.0000 0.0000 0.0362 0.1963 Normal Soln
4546 7.2970 7.2970 23.8074 0.0000 0.0419 0.1733 Normal Soln
4647 5.3669 5.3669 19.2132 0.0000 0.0415 0.8659 Normal Soln
4754 8.9460 8.9460 35.6772 0.0000 0.0426 0.2622 Normal Soln
4849 5.1745 5.1745 13.8462 0.0000 0.0064 0.0495 Normal Soln
4950 2.5512 2.5512 9.4567 0.0000 -0.0074 0.0598 Normal Soln
5051 7.6524 7.6524 19.6432 0.0000 -0.0172 0.0787 Normal Soln
5152 2.2110 2.2110 6.7019 0.5833 -0.0124 0.1213 Normal Soln
5253 7.0279 7.0279 17.6603 0.0000 -0.0181 0.1097 Normal Soln
5354 8.0510 8.0510 50.0000 0.0000 -0.0198 0.0714 Normal Soln
5462 3.1436 3.1436 43.8756 0.0000 0.0549 0.2264 Normal Soln
5657 7.3949 7.3949 13.1497 0.0000 0.0020 0.0050 Normal Soln
5758 47.9953 47.9953 50.0000 0.0000 0.0031 0.0063 Normal Soln
5859 9.1807 9.1807 22.2517 0.0000 0.0040 0.0558 Normal Soln
5960 9.7443 9.7443 23.0591 0.0000 0.0038 0.0485 Normal Soln
6061 9.9921 9.9921 50.0000 0.0000 0.0040 0.0246 Normal Soln
6162 9.1651 9.1651 21.8481 0.0000 -0.0241 0.0627 Normal Soln
6465 9.3010 9.3010 33.6138 0.0000 0.0313 0.2090 Normal Soln
6566 9.7020 9.7020 47.3164 0.0000 0.0307 0.3282 Normal Soln
6667 14.2775 14.2775 50.0000 0.0000 0.0268 0.3916 Normal Soln
L595 1.5671 1.5671 42.2249 0.0000 0.0807 0.3918 Normal Soln
5556ova 6.7446 6.7446 10.6669 0.0000 0.0034 0.0851 Normal Soln
5556unda 3.0349 3.0349 8.0167 0.0000 -0.0092 2.0352 Normal Soln
5663ova 40.2517 40.2517 50.0000 0.0000 0.0023 0.1017 Normal Soln
5663und 15.0642 15.0642 38.4600 0.0000 0.0060 2.2850 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0033 0.0073 Normal Soln
6364und 14.7399 14.7399 28.1076 0.0000 0.0335 4.1207 Normal Soln
6264ova 5.7759 5.7759 13.6586 0.0000 0.0100 0.0813 Normal Soln
6264und 1.0896 1.0896 2.5612 64.6667 0.0091 2.0683 Normal Soln
6768ova 3.8860 3.8860 8.5228 0.0000 0.0191 0.6706 Normal Soln
6768und 1.4920 1.4920 4.1864 71.0000 0.0059 1.8705 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/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
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/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02 /
6566/ 0.03 / 6667/ 0.03 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.03 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.40 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.12 /
4754/ 0.23 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.07 / 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/ 0.41 /
6566/ 0.22 / 6667/ 0.04 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.31 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.33 / 6768ova/ 0.00 /
6768und/ 0.53 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.03 /
L10/ 5.88 / L11/ 10.48 / L12/ 12.65 /
L13/ 13.26 / L14/ 0.48 / L15/ 4.27 /
L24/ 0.96 / L25/ 1.28 / L26/ 0.96 /
L27/ 1.43 / L28/ 0.21 / L29/ 0.49 /
L30/ 2.51 / L31/ 2.17 / L32/ 0.87 /
L33/ 0.07 / L34/ 4.42 / L35/ 0.75 /
L36/ 0.51 / W2637/ 0.00 / L37/ 1.73 /
L38/ 2.25 / L39/ 2.38 / L41/ 2.01 /
4243/ 1.50 / 4344/ 1.46 / 6869/ 2.61 /
4445/ 2.58 / 4546/ 0.75 / 4647/ 2.39 /
4754/ 1.48 / 4849/ 0.24 / 4950/ 0.53 /
5051/ 0.27 / 5152/ 0.54 / 5253/ 0.22 /
5354/ 1.41 / 5462/ 2.89 / 5657/ 0.17 /
5758/ 0.26 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.43 / 6162/ 0.04 / 6465/ 0.85 /
6566/ 1.20 / 6667/ 4.22 / L595/ 4.35 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.04 /
5663und/ 0.15 / 6364ova/ 0.03 / 6364und/ 0.28 /
6264ova/ 0.01 / 6264und/ 0.56 / 6768ova/ 0.01 /
6768und/ 0.52 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.12 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.79 / N2/ 0.63 / N3/ 0.72 /
N4/ 0.95 / N5/ 0.91 / N6/ 0.71 /
N7/ 1.25 / N8/ 1.78 / N9/ 2.21 /
N10/ 1.88 / N11/ 0.93 / N12/ 1.53 /
N13/ 2.13 / N14/ 2.68 / N15/ 0.47 /
N24/ 0.67 / N25/ 0.62 / N26/ 1.01 /
N27/ 0.58 / N28/ 0.34 / N29/ 0.43 /
N30/ 0.44 / N31/ 0.75 / N32/ 1.09 /
N33/ 0.37 / N34/ 0.93 / N35/ 0.95 /
N36/ 0.70 / N37/ 0.98 / N38/ 1.27 /
N39/ 1.23 / N41/ 1.20 / N42/ 1.22 /
N43/ 1.12 / N44/ 1.14 / N45/ 1.41 /
N69/ 1.75 / N46/ 1.74 / N47/ 1.74 /
N48/ 0.48 / N49/ 0.65 / N50/ 0.73 /
N51/ 0.99 / N52/ 1.13 / N53/ 1.53 /
N54/ 1.88 / N55/ 1.09 / N56/ 1.15 /
N57/ 0.02 / N58/ 0.16 / N59/ 0.19 /
N60/ 0.12 / N61/ 0.56 / N62/ 2.13 /
N63/ 1.31 / N64/ 1.17 / N65/ 1.67 /
N66/ 1.95 / N67/ 2.10 / N68/ 1.75 /
D1/ 2.30 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.04 / L12/ 9.64 /
L13/ 11.83 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.29 / L35/ 0.06 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.24 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.20 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.12 / 5462/ 0.22 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.11 / 6667/ 0.68 / L595/ 0.32 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.64 / L8/ 143.53 / L9/ 0.30 /
L10/ 26.19 / L11/ 83.17 / L12/ 159.05 /
L13/ 206.99 / L14/ 0.29 / L15/ 4.11 /
L24/ 0.78 / L25/ 1.02 / L26/ 0.87 /
L27/ 2.21 / L28/ 1.90 / L29/ 5.62 /
L30/ 28.30 / L31/ 12.02 / L32/ 1.21 /
L33/ 0.01 / L34/ 5.03 / L35/ 1.20 /
L36/ 0.62 / W2637/ 0.00 / L37/ 4.13 /
L38/ 3.38 / L39/ 3.69 / L41/ 7.69 /
4243/ 5.78 / 4344/ 4.46 / 6869/ 4.84 /
4445/ 5.92 / 4546/ 1.46 / 4647/ 3.93 /
4754/ 3.12 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.18 /
5354/ 3.43 / 5462/ 2.59 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 1.93 /
6566/ 3.94 / 6667/ 33.99 / L595/ 1.95 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.13 /
6264ova/ 0.00 / 6264und/ 0.67 / 6768ova/ 0.00 /
6768und/ 0.46 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / 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/ 0.07 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 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/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.83 4546/ 89.83/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.51 6162/ 90.51/ 88.94 6465/ 88.77/ 88.19/
6566/ 88.19/ 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/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.78/ 88.77 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........ 19305
Total number of time steps during simulation.... 11145
Ratio of actual # of time steps / NTCYC......... 2.580
Average number of iterations per time step...... 1.732
Average time step size(seconds)................ 1.938
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.892
Average minimum implicit time step (sec)........ 2.544
Average minimum junction time step (sec)........ 2.544
Average Courant Factor Tf....................... 2.544
Number of times omega reduced................... 234
*=========================================================*
| 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 1.10 12310 0 8 0 0 0
N2 0 1.12 12538 1 8 0 0 0
N3 0 1.11 12343 0 8 0 0 0
N4 0 1.13 12547 0 7 0 0 0
N5 0 1.23 13734 0 12 1 0 0
N6 0 1.55 17220 0 11 1 0 0
N7 0 2.22 24755 0 12 7 0 0
N8 0 3.01 33520 116 15 37 0 0
N9 0 2.39 26682 5 14 16 0 0
N10 0 1.11 12405 0 7 0 0 0
N11 0 1.65 18390 0 31 1 1 0
N12 0 2.42 27003 0 33 2 1 0
N13 0 2.78 30950 0 9 0 0 0
N14 0 2.19 24362 5 9 0 0 0
N15 0 1.08 12078 0 7 0 0 0
N24 0 1.11 12398 1 14 1 0 0
N25 0 1.10 12293 0 9 0 0 0
N26 0 1.22 13546 0 10 1 0 0
N27 0 1.13 12631 0 6 0 0 0
N28 0 1.07 11940 0 5 0 0 0
N29 0 1.11 12356 0 13 1 0 0
N30 0 1.15 12820 0 14 1 0 0
N31 0 1.09 12155 0 15 2 0 0
N32 0 1.11 12397 0 7 0 0 0
N33 0 1.10 12210 0 7 0 0 0
N34 0 1.16 12878 0 7 0 0 0
N35 0 1.22 13639 0 6 0 0 0
N36 0 1.13 12550 0 9 0 0 0
N37 0 1.15 12864 0 7 0 0 0
N38 0 1.21 13450 0 19 1 0 0
N39 0 1.15 12782 0 9 0 0 0
N41 0 1.18 13096 1 9 0 0 0
N42 0 1.18 13126 2 18 1 0 0
N43 0 1.17 13008 0 7 0 0 0
N44 0 1.17 13023 0 6 0 0 0
N45 0 1.15 12863 0 5 0 0 0
N69 0 1.26 14047 5 8 0 0 0
N46 0 1.19 13301 0 6 0 0 0
N47 0 1.18 13204 0 6 0 0 0
N48 0 1.13 12620 0 7 0 0 0
N49 0 1.43 15980 0 6 0 0 0
N50 0 1.39 15462 0 6 0 0 0
N51 0 1.73 19257 0 6 0 0 0
N52 0 1.71 19093 0 7 0 0 0
N53 0 1.92 21348 3 7 0 0 0
N54 0 2.05 22801 2 11 1 0 0
N55 0 1.13 12562 2 8 0 0 0
N56 0 1.28 14221 1 21 2 0 0
N57 0 1.07 11973 0 5 0 0 0
N58 0 1.08 12064 0 30 2 1 0
N59 0 1.10 12259 0 7 0 0 0
N60 0 1.11 12330 0 6 0 0 0
N61 0 1.29 14425 0 7 0 0 0
N62 0 2.42 26923 1 10 1 0 0
N63 0 1.38 15370 12 24 59 0 0
N64 0 1.33 14792 0 24 39 0 0
N65 0 1.17 13016 0 6 0 0 0
N66 0 1.25 13949 0 6 0 0 0
N67 0 1.36 15163 0 8 0 0 0
N68 0 1.28 14275 0 8 0 0 0
D1 0 2.08 23217 77 9 0 0 0
Total number of iterations for all junctions.. 952514
Minimum number of possible iterations......... 679845
Efficiency of the simulation.................. 1.40
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 103.6239 0 25 0.0000 6.3761 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3352 0 25 0.0000 7.6648 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0960 0 25 0.0000 8.9040 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4125 0 25 0.0000 9.5875 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9496 0 25 0.0000 10.0504 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5699 0 25 0.0000 10.4301 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5826 0 26 0.0000 10.4174 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5840 0 26 0.0000 10.4160 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5843 0 25 0.0000 10.4157 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8842 0 25 0.0000 11.1158 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6262 0 25 0.0000 12.3738 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6282 0 25 0.0000 12.3718 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6290 0 25 0.0000 12.3710 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6298 0 25 0.0000 12.3702 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9306 0 26 0.0000 15.0694 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6985 0 26 0.0000 15.3015 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2106 0 25 0.0000 15.7894 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8552 0 26 0.0000 16.1448 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3206 0 26 0.0000 16.6794 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8382 0 26 0.0000 9.1618 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9281 0 26 0.0000 6.0719 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9385 0 28 0.0000 4.0615 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2462 0 30 0.0000 11.7538 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8892 0 33 0.0000 14.1108 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8818 0 25 0.0000 12.1182 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0009 0 33 0.0000 14.9991 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9163 0 33 0.0000 15.0837 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6846 0 32 0.0000 16.3154 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2860 0 28 0.0000 16.7140 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.2689 0 28 0.0000 16.7311 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2059 0 28 0.0000 16.7941 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0847 0 28 0.0000 16.9153 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7042 0 30 0.0000 17.2958 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7664 0 30 0.0000 18.2336 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.1414 0 39 0.0000 18.8586 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1099 0 40 0.0000 18.8901 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.4329 0 43 0.0000 20.5671 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.0779 0 41 0.0000 18.9221 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.0617 0 41 0.0000 8.9383 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.0603 0 41 0.0000 7.9397 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.0573 0 41 0.0000 7.9427 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.0569 0 41 0.0000 7.9431 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.0559 0 41 0.0000 7.9441 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.0557 0 41 0.0000 7.9443 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.0555 0 41 0.0000 7.9445 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.0556 0 41 0.0000 7.9444 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0146 0 25 0.0000 9.9854 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5456 0 25 0.0000 10.4544 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2510 0 25 0.0000 10.7490 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5997 0 26 0.0000 6.4003 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7902 0 25 0.0000 7.2098 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2830 0 26 0.0000 7.7170 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0556 0 40 0.0000 7.9444 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.0549 0 41 0.0000 7.9451 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0629 0 25 0.0000 1.9371 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7951 0 42 0.0000 9.2049 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.7513 0 42 0.0000 9.2487 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7274 0 42 0.0000 9.2726 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7113 0 43 0.0000 9.2887 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.5921 0 43 0.0000 9.4079 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.0547 0 41 0.0000 18.9453 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 1.1915 0 25 1.0140 0 25 0.0501 103.6239 102.3352 .3969 .3126
L2 31.3792 2.1255 2000.000 1.1860 0 25 0.9056 0 25 0.0378 102.3352 101.0960 .3126 .3580
L3 21.1637 1.3610 2000.000 1.1758 0 25 0.5780 0 25 0.0556 101.0960 100.4125 .3580 .4763
L4 14.8201 1.0611 2000.000 2.2537 0 25 0.6785 0 25 0.1521 100.4125 99.9496 .4763 .4548
L5 14.1212 0.8828 2000.000 2.2423 0 25 0.7359 0 25 0.1588 99.9496 99.5699 .4548 .3550
L6 107.6004 6.2307 2000.000 2.2602 0 25 0.5671 0 25 0.0210 99.5699 99.5826 .3549 .6263
L7 212.9831 7.4760 2500.000 2.2601 0 25 0.2112 0 25 0.0106 99.5826 99.5840 .5010 .7136
L8 226.7844 7.2108 2500.000 2.5572 0 25 0.1250 0 25 0.0113 99.5840 99.5843 .7136 .8857
L9 5.4768 0.2939 750.0000 2.5013 0 25 0.4926 0 25 0.4567 99.5843 99.4018 .4857 .2557
L10 230.8083 6.4939 2000.000 2.5012 0 25 0.4382 0 26 0.0108 98.8842 97.6262 .0921 .4631
L11 134.5580 5.4453 2000.000 2.5135 0 26 0.2667 0 26 0.0187 97.6262 97.6282 .4631 .7641
L12 167.9513 6.1276 2500.000 2.5366 0 26 0.1740 0 26 0.0151 97.6282 97.6290 .6113 .8516
L13 106.1819 4.1033 2750.000 3.4546 0 25 0.1974 0 25 0.0325 97.6290 97.6298 .7742 .9745
L14 3.7006 0.2681 800.0000 3.4490 0 25 0.7640 0 26 0.9320 97.6298 97.5283 .6122 .4979
L15 41.4767 1.7785 1500.000 3.4473 0 26 0.6075 0 25 0.0831 94.9306 94.6985 .3137 .4457
L24 46.8109 1.7908 2000.000 3.4296 0 26 0.7737 0 26 0.0733 94.6985 94.2106 .3343 .3103
L25 97.5504 2.8630 2500.000 4.4314 0 26 0.7149 0 25 0.0454 94.2106 93.8552 .2482 .4021
L26 39.8090 1.2386 3000.000 4.3649 0 26 1.0896 0 26 0.1096 93.8552 93.3206 .3351 .1935
L27 416.5903 6.9969 3500.000 4.3626 0 26 0.8902 0 17 0.0105 93.3206 93.2689 .1659 .3625
L28 142.9406 2.4129 2000.000 1.0723 0 26 0.7101 0 25 0.0075 120.8382 113.9281 .1691 .2141
L29 111.2914 2.2238 2000.000 2.0899 0 27 1.0291 0 27 0.0188 113.9281 105.9385 .2141 .2192
L30 121.4510 2.4983 2000.000 2.6967 0 28 0.7142 0 28 0.0222 105.9385 98.2462 .2192 .3731
L31 81.3908 1.8198 2000.000 3.7907 0 30 0.5484 0 23 0.0466 98.2462 95.8892 .3731 .5446
L32 10.6189 1.0497 1500.000 3.9764 0 33 0.9791 0 33 0.3745 95.8892 95.0009 .7261 .6206
L33 13.2107 0.8025 900.0000 0.4462 0 25 0.3829 0 25 0.0338 97.8818 97.3254 .4131 .2282
L34 27.1462 0.7567 2000.000 4.1896 0 33 0.3684 0 32 0.1543 95.0009 94.9163 .4654 .4732
L35 151.1332 2.3985 2800.000 4.1879 0 33 0.7660 0 33 0.0277 94.9163 93.6846 .3380 .2516
L36 604.2278 7.2058 3400.000 4.3708 0 32 1.4596 0 16 0.0072 93.6846 93.2860 .2072 .2871
W2637 41.0450 1.2356 2000.000 0.0583 0 26 0.1942 0 26 0.0014 93.8552 93.6619 .0676 .0209
L37 268.7941 4.1638 3600.000 4.4477 0 32 0.6008 0 40 0.0165 93.2860 93.2689 .2711 .3525
L38 20.3679 0.8611 2000.000 8.4032 0 27 0.8991 0 25 0.4126 93.2689 93.2059 .6344 .6130
L39 220.6626 2.1612 4000.000 -8.3778 0 28 -0.8334 0 26 -0.0380 93.2059 93.0847 .2565 .2762
L41 24.3580 0.8853 2000.000 8.3217 0 28 0.6761 0 28 0.3416 93.0847 92.7042 .6024 .6121
4243 57.3946 1.4914 2000.000 8.6667 0 30 0.7187 0 28 0.1510 92.7042 91.7664 .6121 .5582
4344 63.4676 1.7564 2000.000 8.7651 0 32 0.8522 0 28 0.1381 91.7664 91.1414 .5582 .5707
6869 43.1813 0.6276 2800.000 9.6344 0 43 0.5345 0 54 0.2231 89.5921 89.4329 .6258 .6260
4445 86.8567 1.9041 2500.000 8.3847 0 32 0.6286 0 28 0.0965 91.1414 91.1099 .4566 .5639
4546 96.3889 3.0307 2500.000 8.0935 0 32 1.0501 0 17 0.0840 91.1099 91.0779 .5639 .6952
4647 19.5453 0.7456 2500.000 7.7474 0 36 1.0410 0 23 0.3964 91.0779 91.0617 .6952 .6967
4754 69.8137 1.6227 2500.000 7.6736 0 37 0.8689 0 22 0.1099 91.0617 91.0556 .6967 .7502
4849 68.7768 2.2981 2000.000 1.4817 0 25 0.8667 0 25 0.0215 91.0603 91.0573 .2401 .3237
4950 88.3261 2.2234 2360.000 1.4822 0 25 0.6345 0 27 0.0168 91.0573 91.0569 .2743 .3080
5051 69.6722 2.5632 2000.000 2.0680 0 25 0.9673 0 25 0.0297 91.0569 91.0559 .3634 .4929
5152 86.0599 3.2001 2000.000 2.0621 0 25 0.8953 0 25 0.0240 91.0559 91.0557 .4929 .5628
5253 70.2593 2.7867 2000.000 2.2322 0 25 1.1325 0 22 0.0318 91.0557 91.0555 .5628 .7628
5354 215.9379 3.0206 2500.000 1.2973 0 25 0.4390 0 14 0.0060 91.0555 91.0556 .6102 .7182
5462 217.9611 2.6925 2500.000 8.4407 0 40 0.2735 2 36 0.0387 91.0556 91.0549 .7182 .8540
5657 69.9273 5.9238 See the original
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