Original source · versioned page text
e100y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:20.
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: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
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 5.8498 14.6245 80.0000
N2 4.2943 10.7358 265.0000
N3 17.0885 42.7213 0.0000
N4 10.4204 26.0511 0.0000
N5 31.2226 50.0000 0.0000
N6 45.6614 50.0000 0.0000
N7 47.9616 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 18.4216 46.0541 0.0000
N12 20.8901 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 24.1043 50.0000 0.0000
N15 5.0036 12.5091 0.0000
N24 8.5212 21.3029 0.0000
N25 20.8954 50.0000 0.0000
N26 14.4482 36.1206 0.0000
N27 35.2972 50.0000 0.0000
N28 48.1500 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 41.9781 50.0000 0.0000
N32 21.9656 50.0000 0.0000
N33 25.2534 50.0000 0.0000
N34 20.5018 50.0000 0.0000
N35 25.6182 50.0000 0.0000
N36 17.0099 42.5247 0.0000
N37 26.7094 50.0000 0.0000
N38 21.4779 50.0000 0.0000
N39 30.9471 50.0000 0.0000
N41 16.6774 41.6936 0.0000
N42 19.1384 47.8460 0.0000
N43 36.3023 50.0000 0.0000
N44 41.4448 50.0000 0.0000
N45 29.4863 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 17.7386 44.3466 0.0000
N47 14.8724 37.1810 0.0000
N48 22.0332 50.0000 0.0000
N49 24.6001 50.0000 0.0000
N50 24.8707 50.0000 0.0000
N51 17.3852 43.4630 0.0000
N52 22.9643 50.0000 0.0000
N53 20.0467 50.0000 0.0000
N54 16.2174 40.5434 0.0000
N55 0.4840 1.2099 19950.0000
N56 0.8378 2.0946 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 26.1662 50.0000 0.0000
N62 22.2258 50.0000 0.0000
N63 0.4239 1.0597 1295.0000
N64 17.0683 42.6707 0.0000
N65 25.5700 50.0000 0.0000
N66 22.0826 50.0000 0.0000
N67 9.5807 23.9518 0.0000
N68 7.0798 17.6995 0.0000
D1 7.5512 18.8780 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 3.5821 3.5821 9.7816 0.0833 0.0196 0.1412 Normal Soln
L2 3.8740 3.8740 11.3991 0.0000 0.0119 0.1016 Normal Soln
L3 5.8717 5.8717 25.8199 0.0000 0.0154 0.1483 Normal Soln
L4 5.2278 5.2278 21.7595 0.0000 0.0202 0.4074 Normal Soln
L5 3.2571 3.2571 11.9552 0.0000 0.0189 0.4705 Normal Soln
L6 3.4654 3.4654 14.5498 0.0000 0.0223 0.0986 Normal Soln
L7 3.4188 3.4188 39.1418 5.2500 0.0398 0.0607 Normal Soln
L8 2.9465 2.9465 50.0000 228.1667 0.0506 0.0875 Normal Soln
L9 4.9297 4.9297 17.7233 0.0000 0.0230 1.2568 Normal Soln
L10 3.6608 3.6608 18.1667 6.6667 0.0263 0.0296 Normal Soln
L11 5.7226 5.7226 47.9994 0.0000 0.1357 0.0731 Normal Soln
L12 5.0214 5.0214 50.0000 0.0000 0.1981 0.0732 Normal Soln
L13 5.6617 5.6617 50.0000 0.0000 0.1795 0.1437 Normal Soln
L14 3.8928 3.8928 11.2899 0.0000 0.1490 2.5201 Normal Soln
L15 4.6180 4.6180 18.9345 0.0000 0.1250 0.2248 Normal Soln
L24 6.8572 6.8572 23.4218 0.0000 0.0676 0.1976 Normal Soln
L25 4.9140 4.9140 19.6118 0.0000 0.0806 0.1238 Normal Soln
L26 4.1627 4.1627 12.5266 0.0000 0.0588 0.2880 Normal Soln
L27 4.3237 4.3237 14.0844 0.0000 0.0810 0.0276 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0096 0.0193 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0137 0.0483 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0168 0.0558 Normal Soln
L31 36.1011 36.1011 50.0000 0.0000 0.0310 0.1131 Normal Soln
L32 6.5609 6.5609 20.9999 0.0000 0.0224 0.8862 Normal Soln
L33 6.2759 6.2759 24.6207 0.0000 0.0077 0.0952 Normal Soln
L34 6.3237 6.3237 43.4426 0.0000 0.0252 0.3669 Normal Soln
L35 8.5173 8.5173 26.5083 0.0000 0.0285 0.0660 Normal Soln
L36 6.2271 6.2271 12.3035 0.0000 0.0494 0.0169 Normal Soln
W2637 6.9008 6.9008 28.7334 0.0000 -0.0032 0.0140 Normal Soln
L37 7.5863 7.5863 35.8622 0.0000 0.0385 0.0392 Normal Soln
L38 3.9744 3.9744 14.9032 0.0000 0.0673 1.0335 Normal Soln
L39 2.8072 2.8072 11.3409 0.0000 -0.0682 0.0952 Normal Soln
L41 14.7972 14.7972 50.0000 0.0000 0.0636 0.8556 Normal Soln
4243 19.7492 19.7492 50.0000 0.0000 0.0561 0.3795 Normal Soln
4344 15.8553 15.8553 50.0000 0.0000 0.0589 0.3526 Normal Soln
6869 5.8043 5.8043 37.4428 0.0000 0.0421 0.5436 Normal Soln
4445 9.3176 9.3176 46.5025 0.0000 0.0630 0.2466 Normal Soln
4546 6.9688 6.9688 23.1065 0.0000 0.0628 0.2151 Normal Soln
4647 5.1714 5.1714 17.6870 0.0000 0.0644 1.0847 Normal Soln
4754 8.6730 8.6730 40.9955 0.0000 0.0624 0.3141 Normal Soln
4849 4.8282 4.8282 12.7671 0.0000 0.0100 0.0672 Normal Soln
4950 2.3804 2.3804 8.3556 0.0000 0.0107 0.0687 Normal Soln
5051 7.0483 7.0483 17.9580 0.0000 -0.0200 0.1060 Normal Soln
5152 2.1517 2.1517 6.0375 1.5000 -0.0188 0.1249 Normal Soln
5253 6.7178 6.7178 15.0958 0.0000 -0.0332 0.1473 Normal Soln
5354 7.9202 7.9202 50.0000 0.0000 -0.0336 0.0770 Normal Soln
5462 3.1405 3.1405 43.8394 0.0000 0.0698 0.2022 Normal Soln
5657 5.6133 5.6133 9.8618 0.0000 -0.0041 0.0112 Normal Soln
5758 40.0456 40.0456 50.0000 0.0000 0.0057 0.0149 Normal Soln
5859 7.8925 7.8925 18.0226 0.0000 0.0068 0.0949 Normal Soln
5960 8.2892 8.2892 19.0212 0.0000 0.0060 0.0780 Normal Soln
6061 8.7151 8.7151 50.0000 0.0000 0.0057 0.0399 Normal Soln
6162 9.1300 9.1300 20.4309 0.0000 -0.0324 0.0761 Normal Soln
6465 8.7996 8.7996 32.8386 0.0000 0.0375 0.2588 Normal Soln
6566 9.3131 9.3131 44.3862 0.0000 0.0457 0.4046 Normal Soln
6667 14.0847 14.0847 50.0000 0.0000 0.0283 0.4788 Normal Soln
L595 1.5660 1.5660 38.3332 0.0000 0.0964 0.4076 Normal Soln
5556ova 6.3709 6.3709 10.0627 0.0000 0.0039 0.1320 Normal Soln
5556unda 2.9757 2.9757 7.7885 0.0000 -0.0107 2.2519 Normal Soln
5663ova 38.6376 38.6376 50.0000 0.0000 0.0043 0.1155 Normal Soln
5663und 15.0226 15.0226 38.3680 0.0000 0.0053 2.2675 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0042 0.0113 Normal Soln
6364und 14.6918 14.6918 28.0452 0.0000 -0.0736 2.7254 Normal Soln
6264ova 4.7821 4.7821 10.8776 0.0000 0.0221 0.1651 Normal Soln
6264und 1.0810 1.0810 2.5423 51.4167 0.0109 2.1240 Normal Soln
6768ova 3.5735 3.5735 7.7393 0.0000 0.0334 0.9048 Normal Soln
6768und 1.4904 1.4904 4.1813 66.9167 0.0083 2.0435 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/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 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/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.10 / 88.18/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.03 / 88.78/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02 /
6566/ 0.02 / 6667/ 0.02 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.09 / 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/ 0.13 /
4243/ 0.21 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.11 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.40 /
6566/ 0.21 / 6667/ 0.03 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.29 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.30 / 6768ova/ 0.00 /
6768und/ 0.51 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.13 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.93 /
L10/ 5.85 / L11/ 10.41 / L12/ 12.60 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.18 /
L24/ 0.90 / L25/ 1.17 / L26/ 0.89 /
L27/ 1.39 / L28/ 0.19 / L29/ 0.44 /
L30/ 2.33 / L31/ 2.08 / L32/ 0.84 /
L33/ 0.06 / L34/ 4.18 / L35/ 0.71 /
L36/ 0.47 / W2637/ 0.00 / L37/ 1.68 /
L38/ 2.22 / L39/ 2.35 / L41/ 1.96 /
4243/ 1.41 / 4344/ 1.38 / 6869/ 2.32 /
4445/ 2.40 / 4546/ 0.71 / 4647/ 2.26 /
4754/ 1.41 / 4849/ 0.22 / 4950/ 0.48 /
5051/ 0.25 / 5152/ 0.49 / 5253/ 0.20 /
5354/ 1.27 / 5462/ 2.62 / 5657/ 0.44 /
5758/ 0.23 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.38 / 6162/ 0.04 / 6465/ 0.80 /
6566/ 1.13 / 6667/ 4.14 / L595/ 3.75 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.06 /
5663und/ 0.15 / 6364ova/ 0.06 / 6364und/ 0.28 /
6264ova/ 0.00 / 6264und/ 0.56 / 6768ova/ 0.12 /
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/ 2.73 /
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/ 0.08 / 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/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.11 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.86 / 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/ 22.25 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.82 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.88 / N2/ 0.70 / N3/ 0.80 /
N4/ 1.06 / N5/ 1.02 / N6/ 0.74 /
N7/ 1.29 / N8/ 1.82 / N9/ 2.25 /
N10/ 1.92 / N11/ 0.96 / N12/ 1.56 /
N13/ 2.16 / N14/ 2.71 / N15/ 0.55 /
N24/ 0.74 / N25/ 0.71 / N26/ 1.12 /
N27/ 0.66 / N28/ 0.38 / N29/ 0.50 /
N30/ 0.50 / N31/ 0.84 / N32/ 1.18 /
N33/ 0.40 / N34/ 0.97 / N35/ 0.98 /
N36/ 0.73 / N37/ 1.09 / N38/ 1.39 /
N39/ 1.34 / N41/ 1.32 / N42/ 1.32 /
N43/ 1.20 / N44/ 1.22 / N45/ 1.49 /
N69/ 1.85 / N46/ 1.81 / N47/ 1.80 /
N48/ 0.54 / N49/ 0.71 / N50/ 0.79 /
N51/ 1.05 / N52/ 1.19 / N53/ 1.59 /
N54/ 1.94 / N55/ 1.13 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.21 / N59/ 0.23 /
N60/ 0.15 / N61/ 0.63 / N62/ 2.19 /
N63/ 1.32 / N64/ 1.23 / N65/ 1.73 /
N66/ 2.00 / N67/ 2.15 / N68/ 1.85 /
D1/ 2.36 /
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/ 4.98 / L12/ 9.56 /
L13/ 11.75 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.05 /
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/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.22 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.17 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.11 / 5462/ 0.20 / 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/ 0.66 / L595/ 0.28 /
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/ 18.82 /
L7/ 69.48 / L8/ 143.30 / L9/ 0.29 /
L10/ 25.83 / L11/ 82.12 / L12/ 157.81 /
L13/ 205.55 / L14/ 0.26 / L15/ 3.92 /
L24/ 0.70 / L25/ 0.94 / L26/ 0.80 /
L27/ 2.13 / L28/ 1.73 / L29/ 5.13 /
L30/ 26.34 / L31/ 11.43 / L32/ 1.12 /
L33/ 0.01 / L34/ 4.68 / L35/ 1.10 /
L36/ 0.57 / W2637/ 0.00 / L37/ 3.97 /
L38/ 3.29 / L39/ 3.61 / L41/ 6.98 /
4243/ 5.18 / 4344/ 3.95 / 6869/ 4.30 /
4445/ 5.33 / 4546/ 1.29 / 4647/ 3.45 /
4754/ 2.80 / 4849/ 0.12 / 4950/ 0.15 /
5051/ 0.19 / 5152/ 0.19 / 5253/ 0.16 /
5354/ 3.10 / 5462/ 2.35 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.05 / 6465/ 1.69 /
6566/ 3.51 / 6667/ 32.75 / L595/ 1.68 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 2.03 /
6264ova/ 0.00 / 6264und/ 0.63 / 6768ova/ 0.00 /
6768und/ 0.40 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.07 / 6667/ 0.14 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.14/
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/ 87.93/ 87.75/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.94 5253/ 89.94/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.77/ 88.18/
6566/ 88.18/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.78/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.78/ 88.77 6768ova/ 87.93/ 87.93/
6768und/ 87.99/ 87.93
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 17862
Total number of time steps during simulation.... 10757
Ratio of actual # of time steps / NTCYC......... 2.490
Average number of iterations per time step...... 1.661
Average time step size(seconds)................ 2.008
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.000
Average minimum implicit time step (sec)........ 2.673
Average minimum junction time step (sec)........ 2.673
Average Courant Factor Tf....................... 2.673
Number of times omega reduced................... 274
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.15 12321 1 8 0 0 0
N2 0 1.15 12336 6 19 4 0 0
N3 0 1.15 12381 0 8 0 0 0
N4 0 1.15 12324 0 6 0 0 0
N5 0 1.27 13667 3 12 1 0 0
N6 0 1.49 16056 0 9 0 0 0
N7 0 2.12 22761 0 13 7 0 0
N8 0 2.92 31375 77 26 81 1 0
N9 0 2.38 25563 37 12 41 0 0
N10 0 1.14 12264 1 8 0 0 0
N11 0 1.66 17893 0 31 1 1 0
N12 0 2.40 25797 2 18 2 0 0
N13 0 2.73 29410 0 8 0 0 0
N14 0 2.20 23704 5 23 4 0 0
N15 0 1.13 12169 2 8 0 0 0
N24 0 1.15 12396 0 14 1 0 0
N25 0 1.14 12244 0 6 0 0 0
N26 0 1.30 13948 2 11 2 0 0
N27 0 1.15 12332 0 7 0 0 0
N28 0 1.07 11473 0 6 0 0 0
N29 0 1.14 12217 1 13 1 0 0
N30 0 1.15 12392 1 14 1 0 0
N31 0 1.09 11674 0 15 2 0 0
N32 0 1.13 12114 0 7 0 0 0
N33 0 1.14 12302 0 13 1 0 0
N34 0 1.15 12416 2 8 0 0 0
N35 0 1.22 13135 2 7 0 0 0
N36 0 1.13 12140 0 7 0 0 0
N37 0 1.20 12868 2 10 1 0 0
N38 0 1.22 13115 0 19 1 0 0
N39 0 1.13 12159 0 6 0 0 0
N41 0 1.16 12515 0 9 0 0 0
N42 0 1.19 12800 2 18 1 0 0
N43 0 1.15 12413 0 7 0 0 0
N44 0 1.21 12966 0 8 0 0 0
N45 0 1.18 12649 0 8 0 0 0
N69 0 1.25 13454 4 9 0 0 0
N46 0 1.21 12974 0 7 0 0 0
N47 0 1.19 12849 0 6 0 0 0
N48 0 1.21 13064 0 6 0 0 0
N49 0 1.57 16866 3 12 1 0 0
N50 0 1.52 16317 1 10 1 0 0
N51 0 1.76 18914 0 7 0 0 0
N52 0 1.77 19018 0 8 0 0 0
N53 0 1.93 20814 0 22 2 0 0
N54 0 2.00 21545 1 12 2 0 0
N55 0 1.18 12742 18 7 0 0 0
N56 0 1.35 14533 10 15 2 0 0
N57 0 1.11 11931 0 10 1 0 0
N58 0 1.14 12285 0 30 2 1 0
N59 0 1.17 12559 3 8 0 0 0
N60 0 1.20 12864 0 7 0 0 0
N61 0 1.34 14373 0 7 0 0 0
N62 0 2.32 25009 1 15 3 0 0
N63 0 1.37 14719 8 42 34 1 1
N64 0 1.35 14553 3 26 33 1 0
N65 0 1.19 12772 0 7 0 0 0
N66 0 1.26 13579 0 6 0 0 0
N67 0 1.38 14845 4 8 0 0 0
N68 0 1.30 13948 1 7 0 0 0
D1 0 2.03 21869 71 19 9 0 0
Total number of iterations for all junctions.. 930685
Minimum number of possible iterations......... 656177
Efficiency of the simulation.................. 1.42
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 103.7050 0 15 0.0000 6.2950 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.4088 0 15 0.0000 7.5912 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1780 0 15 0.0000 8.8220 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5212 0 15 0.0000 9.4788 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0557 0 15 0.0000 9.9443 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6023 0 15 0.0000 10.3977 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6206 0 15 0.0000 10.3794 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6237 0 15 0.0000 10.3763 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6245 0 15 0.0000 10.3755 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9191 0 15 0.0000 11.0809 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6565 0 15 0.0000 12.3435 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6598 0 15 0.0000 12.3402 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6609 0 15 0.0000 12.3391 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6620 0 15 0.0000 12.3380 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 95.0091 0 15 0.0000 14.9909 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7742 0 16 0.0000 15.2258 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.3001 0 15 0.0000 15.6999 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9678 0 15 0.0000 16.0322 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3983 0 15 0.0000 16.6017 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8831 0 15 0.0000 9.1169 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9959 0 16 0.0000 6.0041 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9972 0 18 0.0000 4.0028 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3407 0 19 0.0000 11.6593 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9774 0 22 0.0000 14.0226 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9146 0 15 0.0000 12.0854 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0446 0 22 0.0000 14.9554 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9499 0 23 0.0000 15.0501 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7053 0 22 0.0000 16.2947 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.4004 0 17 0.0000 16.5996 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3865 0 17 0.0000 16.6135 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.3244 0 17 0.0000 16.6756 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.2046 0 17 0.0000 16.7954 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7952 0 18 0.0000 17.2048 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.8457 0 19 0.0000 18.1543 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2232 0 25 0.0000 18.7768 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1856 0 26 0.0000 18.8144 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.5308 0 28 0.0000 20.4692 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1457 0 26 0.0000 18.8543 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1234 0 26 0.0000 8.8766 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1189 0 26 0.0000 7.8811 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.1168 0 26 0.0000 7.8832 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.1165 0 26 0.0000 7.8835 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1155 0 26 0.0000 7.8845 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1155 0 26 0.0000 7.8845 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1153 0 26 0.0000 7.8847 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1153 0 26 0.0000 7.8847 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0460 0 15 0.0000 9.9540 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5525 0 15 0.0000 10.4475 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2619 0 15 0.0000 10.7381 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6521 0 15 0.0000 6.3479 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8345 0 15 0.0000 7.1655 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.3113 0 15 0.0000 7.6887 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1285 0 16 0.0000 7.8715 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1143 0 26 0.0000 7.8857 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0723 0 15 0.0000 1.9277 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.8598 0 27 0.0000 9.1402 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8075 0 27 0.0000 9.1925 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7768 0 27 0.0000 9.2232 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7552 0 28 0.0000 9.2448 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.6909 0 28 0.0000 9.3091 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1139 0 26 0.0000 18.8861 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 1.5902 0 15 1.0738 0 15 0.0668 103.7050 102.4088 .4375 .3494
L2 31.3792 2.1255 2000.000 1.5826 0 15 0.9650 0 15 0.0504 102.4088 101.1780 .3494 .3990
L3 21.1637 1.3610 2000.000 1.5691 0 15 0.6202 0 15 0.0741 101.1780 100.5212 .3990 .5306
L4 14.8201 1.0611 2000.000 3.0057 0 15 0.7353 0 15 0.2028 100.5212 100.0557 .5306 .5078
L5 14.1212 0.8828 2000.000 2.9902 0 15 0.8365 0 15 0.2118 100.0557 99.6023 .5078 .3712
L6 107.6004 6.2324 2000.000 3.0062 0 15 0.7010 0 15 0.0279 99.6023 99.6206 .3712 .6453
L7 212.9831 7.4760 2500.000 3.0183 0 15 0.2683 0 15 0.0142 99.6206 99.6237 .5162 .7295
L8 226.7844 7.2108 2500.000 3.4146 0 15 0.1606 0 15 0.0151 99.6237 99.6245 .7295 .9018
L9 5.4768 0.2939 750.0000 3.3582 0 15 0.5643 0 15 0.6132 99.6245 99.4237 .5393 .2849
L10 230.8083 6.4964 2000.000 3.3582 0 15 0.5505 0 15 0.0145 98.9191 97.6565 .1095 .4782
L11 134.5580 5.4498 2000.000 3.3873 0 16 0.3438 0 16 0.0252 97.6565 97.6598 .4782 .7799
L12 167.9513 6.1297 2500.000 3.4228 0 15 0.2276 0 16 0.0204 97.6598 97.6609 .6239 .8643
L13 106.1819 4.1059 2750.000 4.6669 0 15 0.2565 0 15 0.0440 97.6609 97.6620 .7858 .9862
L14 3.7006 0.2681 800.0000 4.6571 0 15 0.8857 0 15 1.2585 97.6620 97.5342 .6525 .5052
L15 41.4767 1.7796 1500.000 4.6548 0 15 0.6866 0 15 0.1122 95.0091 94.7742 .3660 .4962
L24 46.8109 1.7908 2000.000 4.6246 0 16 0.8540 0 16 0.0988 94.7742 94.3001 .3721 .3551
L25 97.5504 2.8655 2500.000 6.0393 0 15 0.8159 0 15 0.0619 94.3001 93.9678 .2841 .4471
L26 39.8090 1.2386 3000.000 5.7331 0 15 1.1975 0 15 0.1440 93.9678 93.3983 .3726 .2194
L27 416.5903 6.9969 3500.000 5.7279 0 15 1.0298 0 10 0.0137 93.3983 93.3865 .1881 .3961
L28 142.9406 2.4129 2000.000 1.3796 0 16 0.7136 0 14 0.0097 120.8831 113.9959 .1916 .2480
L29 111.2914 2.2238 2000.000 2.6807 0 17 1.0899 0 16 0.0241 113.9959 105.9972 .2480 .2486
L30 121.4510 2.4983 2000.000 3.3940 0 18 0.7079 0 14 0.0279 105.9972 98.3407 .2486 .4203
L31 81.3908 1.8198 2000.000 4.6071 0 19 0.5739 0 11 0.0566 98.3407 95.9774 .4203 .5887
L32 10.6189 1.0497 1500.000 4.6968 0 22 1.0000 0 22 0.4423 95.9774 95.0446 .7850 .6497
L33 13.2107 0.8025 900.0000 0.5935 0 15 0.4076 0 14 0.0449 97.9146 97.3519 .4495 .2577
L34 27.1462 0.7567 2000.000 4.9130 0 22 0.4028 0 22 0.1810 95.0446 94.9499 .4873 .4900
L35 151.1332 2.3985 2800.000 4.9102 0 23 0.8111 0 23 0.0325 94.9499 93.7053 .3500 .2590
L36 604.2278 7.2058 3400.000 5.0895 0 22 1.4657 0 9 0.0084 93.7053 93.4004 .2133 .3207
W2637 41.0450 1.2356 2000.000 0.2870 0 15 0.3481 0 15 0.0070 93.9678 93.7294 .1239 .0547
L37 268.7941 4.1638 3600.000 5.2077 0 22 0.6553 0 31 0.0194 93.4004 93.3865 .3029 .3851
L38 20.3679 0.8611 2000.000 10.5223 0 16 0.9397 0 15 0.5166 93.3865 93.3244 .6932 .6722
L39 220.6626 2.1612 4000.000 -10.4741 0 17 -0.8819 0 15 -0.0475 93.3244 93.2046 .2861 .3061
L41 24.3580 0.8853 2000.000 10.4072 0 17 0.7418 0 17 0.4273 93.2046 92.7952 .6623 .6576
4243 57.3946 1.4914 2000.000 10.8960 0 18 0.7585 0 18 0.1898 92.7952 91.8457 .6576 .5978
4344 63.4676 1.7564 2000.000 10.9678 0 20 0.9031 0 18 0.1728 91.8457 91.2232 .5978 .6116
6869 43.1813 0.6276 2800.000 11.7164 0 28 0.5344 0 40 0.2713 89.6909 89.5308 .6610 .6610
4445 86.8567 1.9041 2500.000 10.4438 0 20 0.7096 0 17 0.1202 91.2232 91.1856 .4893 .5943
4546 96.3889 3.0307 2500.000 10.0117 0 20 1.0820 0 16 0.1039 91.1856 91.1457 .5943 .7223
4647 19.5453 0.7456 2500.000 9.5022 0 24 1.1309 0 16 0.4862 91.1457 91.1234 .7223 .7214
4754 69.8137 1.6227 2500.000 9.4786 0 25 0.7563 0 15 0.1358 91.1234 91.1153 .7214 .7741
4849 68.7768 2.2981 2000.000 1.9790 0 15 0.9401 0 15 0.0288 91.1189 91.1168 .2695 .3534
4950 88.3261 2.2234 2360.000 1.9729 0 15 0.7185 0 15 0.0223 91.1168 91.1165 .2995 .3333
5051 69.6722 2.5632 2000.000 2.7559 0 15 1.0582 0 15 0.0396 91.1165 91.1155 .3933 .5228
5152 86.0599 3.2001 2000.000 2.7522 0 15 0.9939 0 15 0.0320 91.1155 91.1155 .5228 .5928
5253 70.2593 2.7867 2000.000 3.0545 0 14 1.3249 0 12 0.0435 91.1155 91.1153 .5928 .7926
5354 215.9379 3.0206 2500.000 2.1046 0 11 0.4867 0 8 0.0097 91.1153 91.1153 .6341 .7421
5462 217.9611 2.6925 2500.000 10.4738 0 25 0.2737 2 12 0.0481 91.1153 91.1142 .7421 .8777
5657 69.9273 5.9238 See the original
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