Original source · versioned page text
e100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:11.
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 11.5976 28.9940 675.0000
N2 8.8640 22.1601 0.0000
N3 44.4954 50.0000 0.0000
N4 25.3235 50.0000 0.0000
N5 34.2512 50.0000 0.0000
N6 33.8592 50.0000 0.0000
N7 31.6827 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 30.9297 50.0000 0.0000
N12 27.8921 50.0000 0.0000
N13 36.0795 50.0000 0.0000
N14 30.9030 50.0000 0.0000
N15 9.8839 24.7097 0.0000
N24 15.5502 38.8754 0.0000
N25 38.1987 50.0000 0.0000
N26 20.1954 50.0000 0.0000
N27 9.4932 23.7330 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 29.2517 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 28.4763 50.0000 0.0000
N35 22.1166 50.0000 0.0000
N36 39.0320 50.0000 0.0000
N37 27.7610 50.0000 0.0000
N38 23.2572 50.0000 0.0000
N39 37.6373 50.0000 0.0000
N41 18.5316 46.3291 0.0000
N42 20.4808 50.0000 0.0000
N43 32.6087 50.0000 0.0000
N44 30.7155 50.0000 0.0000
N45 26.2699 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 18.6822 46.7055 0.0000
N47 15.7422 39.3556 0.0000
N48 25.9618 50.0000 0.0000
N49 29.3088 50.0000 0.0000
N50 28.7968 50.0000 0.0000
N51 21.3594 50.0000 0.0000
N52 22.2409 50.0000 0.0000
N53 19.5717 48.9294 0.0000
N54 25.0987 50.0000 0.0000
N55 0.5307 1.3268 18355.0000
N56 0.9237 2.3092 15.0000
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 27.9957 50.0000 0.0000
N62 28.4208 50.0000 0.0000
N63 0.5996 1.4991 2555.0000
N64 21.9456 50.0000 0.0000
N65 26.1244 50.0000 0.0000
N66 20.2936 50.0000 0.0000
N67 12.6493 31.6233 0.0000
N68 9.7069 24.2673 0.0000
D1 9.8894 24.7235 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 3.6106 3.6106 9.8870 0.0833 0.0139 0.1317 Normal Soln
L2 3.9058 3.9058 11.5401 0.0000 0.0116 0.0963 Normal Soln
L3 5.9053 5.9053 26.0409 0.0000 0.0135 0.1412 Normal Soln
L4 5.2906 5.2906 22.0760 0.0000 0.0177 0.3867 Normal Soln
L5 3.2954 3.2954 12.2143 0.0000 0.0159 0.4438 Normal Soln
L6 3.4962 3.4962 14.9254 0.0000 -0.0293 0.1956 Normal Soln
L7 3.4360 3.4360 40.4953 3.0833 -0.0319 0.1088 Normal Soln
L8 2.9577 2.9577 50.0000 209.7500 -0.0506 0.1828 Normal Soln
L9 5.0080 5.0080 18.1600 0.0000 0.0226 1.4157 Normal Soln
L10 3.7009 3.7009 18.8880 3.8333 0.0214 0.0316 Normal Soln
L11 5.7638 5.7638 50.0000 0.0000 0.0876 0.0868 Normal Soln
L12 5.0444 5.0444 50.0000 0.0000 0.1331 0.1233 Normal Soln
L13 5.6729 5.6729 50.0000 0.0000 0.1372 0.1953 Normal Soln
L14 3.9413 3.9413 11.6090 0.0000 0.0946 2.4175 Normal Soln
L15 4.6883 4.6883 19.3981 0.0000 0.1536 0.2124 Normal Soln
L24 6.9725 6.9725 23.8712 0.0000 0.1016 0.1866 Normal Soln
L25 5.0018 5.0018 20.2131 0.0000 0.0899 0.1157 Normal Soln
L26 4.2207 4.2207 12.7733 0.0000 0.0495 0.2735 Normal Soln
L27 4.3843 4.3843 15.0711 0.0000 0.0715 0.0285 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0086 0.0197 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0133 0.0492 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0127 0.0580 Normal Soln
L31 35.7547 35.7547 50.0000 0.0000 0.0295 0.1187 Normal Soln
L32 6.5220 6.5220 20.7711 0.0000 0.0229 0.9494 Normal Soln
L33 6.3420 6.3420 24.9386 0.0000 0.0072 0.0957 Normal Soln
L34 6.2028 6.2028 41.6059 0.0000 0.0313 0.3959 Normal Soln
L35 8.3477 8.3477 25.7912 0.0000 0.0328 0.0708 Normal Soln
L36 6.2369 6.2369 12.3278 0.0000 0.0339 0.0183 Normal Soln
W2637 7.3677 7.3677 31.8031 0.0000 0.0023 0.0107 Normal Soln
L37 7.5136 7.5136 36.9687 0.0000 0.0237 0.0421 Normal Soln
L38 3.9868 3.9868 15.0252 0.0000 0.0533 1.0295 Normal Soln
L39 2.8144 2.8144 11.4119 0.0000 -0.0532 0.0946 Normal Soln
L41 14.8329 14.8329 50.0000 0.0000 0.0522 0.8487 Normal Soln
4243 19.7983 19.7983 50.0000 0.0000 0.0439 0.3755 Normal Soln
4344 15.8398 15.8398 50.0000 0.0000 0.0392 0.3491 Normal Soln
6869 5.8024 5.8024 34.7592 0.0000 0.0489 0.6594 Normal Soln
4445 9.1186 9.1186 50.0000 0.0000 0.0447 0.2487 Normal Soln
4546 6.8029 6.8029 23.8449 0.0000 0.0489 0.2208 Normal Soln
4647 5.0732 5.0732 18.3428 0.0000 0.0490 1.0953 Normal Soln
4754 8.5198 8.5198 36.4324 0.0000 0.0498 0.3280 Normal Soln
4849 4.8638 4.8638 12.6884 0.0000 0.0097 0.0698 Normal Soln
4950 2.3595 2.3595 8.1200 0.0000 0.0116 0.0884 Normal Soln
5051 7.1214 7.1214 18.8435 0.0000 0.0117 0.1012 Normal Soln
5152 2.0948 2.0948 6.4738 0.0000 -0.0163 0.1630 Normal Soln
5253 6.7361 6.7361 16.9522 0.0000 -0.0172 0.1361 Normal Soln
5354 7.8087 7.8087 50.0000 0.0000 0.0342 0.0793 Normal Soln
5462 3.1428 3.1428 43.8102 0.0000 0.0574 0.2375 Normal Soln
5657 5.8966 5.8966 10.4053 0.0000 0.0026 0.0098 Normal Soln
5758 41.6979 41.6979 50.0000 0.0000 0.0040 0.0129 Normal Soln
5859 8.1469 8.1469 18.8056 0.0000 0.0054 0.0845 Normal Soln
5960 8.5930 8.5930 19.8622 0.0000 0.0055 0.0702 Normal Soln
6061 8.8779 8.8779 50.0000 0.0000 0.0043 0.0358 Normal Soln
6162 9.1741 9.1741 22.2944 0.0000 -0.0321 0.0672 Normal Soln
6465 8.4015 8.4015 32.3617 0.0000 0.0405 0.3088 Normal Soln
6566 8.9904 8.9904 46.1278 0.0000 0.0384 0.4837 Normal Soln
6667 13.8726 13.8726 50.0000 0.0000 0.0314 0.5645 Normal Soln
L595 1.5541 1.5541 33.6755 0.0000 0.0767 0.5480 Normal Soln
5556ova 6.4506 6.4506 10.1963 0.0000 0.0029 0.1218 Normal Soln
5556unda 2.9873 2.9873 7.8328 0.0000 -0.0113 2.0989 Normal Soln
5663ova 38.9572 38.9572 50.0000 0.0000 0.0039 0.1134 Normal Soln
5663und 15.0313 15.0313 38.3877 0.0000 0.0053 2.2878 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0074 0.0106 Normal Soln
6364und 14.7137 14.7137 28.0747 0.0000 -0.0432 3.6326 Normal Soln
6264ova 4.3058 4.3058 9.6038 0.0000 0.0299 0.2464 Normal Soln
6264und 1.0801 1.0801 2.5603 72.4167 0.0094 2.1403 Normal Soln
6768ova 3.4399 3.4399 7.6794 0.0000 0.0385 1.1515 Normal Soln
6768und 1.4882 1.4882 4.1702 70.8333 -0.0071 2.1295 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...................................L15
*===============================================*
* 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/ 0.15 / 94.12/
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/ 0.13 / 90.78/ N44/ 0.09 / 90.09/ N45/ 0.14 / 89.84/
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/ 0.39 / 88.00/ N68/ 0.10 / 87.94/
D1/ 0.04 / 88.79/
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/ 0.03*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.03 /
6566/ 0.03 / 6667/ 0.03 / L595/ 0.03*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00*/ 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.03 / 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/ 0.04 /
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/ 0.03 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.41 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.06 / L41/ 0.14 /
4243/ 0.22 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.39 / 4647/ 0.12 /
4754/ 0.24 / 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/ 0.42 /
6566/ 0.23 / 6667/ 0.04 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.31 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.34 / 6768ova/ 0.00 /
6768und/ 0.54 /
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/ 2.05 /
L10/ 5.88 / L11/ 10.49 / L12/ 12.66 /
L13/ 13.27 / L14/ 0.49 / L15/ 4.28 /
L24/ 0.97 / L25/ 1.29 / L26/ 0.97 /
L27/ 1.44 / L28/ 0.21 / L29/ 0.50 /
L30/ 2.57 / L31/ 2.21 / L32/ 0.89 /
L33/ 0.07 / L34/ 4.57 / L35/ 0.77 /
L36/ 0.53 / W2637/ 0.01 / L37/ 1.76 /
L38/ 2.27 / L39/ 2.39 / L41/ 2.02 /
4243/ 1.53 / 4344/ 1.50 / 6869/ 2.71 /
4445/ 2.65 / 4546/ 0.77 / 4647/ 2.44 /
4754/ 1.51 / 4849/ 0.25 / 4950/ 0.54 /
5051/ 0.28 / 5152/ 0.55 / 5253/ 0.22 /
5354/ 1.46 / 5462/ 3.00 / 5657/ 0.15 /
5758/ 0.26 / 5859/ 0.08 / 5960/ 0.10 /
6061/ 0.44 / 6162/ 0.04 / 6465/ 0.87 /
6566/ 1.22 / 6667/ 4.26 / L595/ 4.58 /
5556ova/ 0.01 / 5556unda/ 0.15 / 5663ova/ 0.03 /
5663und/ 0.15 / 6364ova/ 0.01 / 6364und/ 0.29 /
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/ 0.08 /
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/ 0.15 /
N36/ 0.07 / 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/ 0.23 / N67/ 0.39 / N68/ 0.12 /
D1/ 0.04 /
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/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.22 / N44/ 19.91 / N45/ 20.16 /
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/ 11.00 / N68/ 11.06 /
D1/ 21.21 /
Junction/ Max Volume
N1/ 0.86 / N2/ 0.69 / N3/ 0.78 /
N4/ 1.04 / N5/ 1.00 / N6/ 0.74 /
N7/ 1.29 / N8/ 1.82 / N9/ 2.25 /
N10/ 1.91 / N11/ 0.95 / N12/ 1.55 /
N13/ 2.15 / N14/ 2.71 / N15/ 0.53 /
N24/ 0.73 / N25/ 0.69 / N26/ 1.09 /
N27/ 0.65 / N28/ 0.39 / N29/ 0.48 /
N30/ 0.51 / N31/ 0.86 / N32/ 1.21 /
N33/ 0.40 / N34/ 1.00 / N35/ 1.00 /
N36/ 0.74 / N37/ 1.09 / N38/ 1.38 /
N39/ 1.34 / N41/ 1.32 / N42/ 1.32 /
N43/ 1.17 / N44/ 1.28 / N45/ 1.54 /
N69/ 1.93 / N46/ 1.85 / N47/ 1.85 /
N48/ 0.58 / N49/ 0.75 / N50/ 0.83 /
N51/ 1.09 / N52/ 1.23 / N53/ 1.63 /
N54/ 1.98 / N55/ 1.12 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.20 / N59/ 0.22 /
N60/ 0.14 / N61/ 0.66 / N62/ 2.24 /
N63/ 1.32 / N64/ 1.31 / N65/ 1.80 /
N66/ 2.06 / N67/ 2.20 / N68/ 1.93 /
D1/ 2.41 /
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/ 14.36 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.05 / L12/ 9.65 /
L13/ 11.84 / 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/ 0.30 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.15 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.25 /
4445/ 0.19 / 4546/ 0.06 / 4647/ 0.21 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.04 / 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/ 0.12 / 6667/ 0.69 / L595/ 0.34 /
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/ 0.10 /
L4/ 1.36 / L5/ 5.67 / L6/ 18.90 /
L7/ 69.67 / L8/ 143.59 / L9/ 0.31 /
L10/ 26.24 / L11/ 83.33 / L12/ 159.24 /
L13/ 207.21 / L14/ 0.29 / L15/ 4.14 /
L24/ 0.80 / L25/ 1.03 / L26/ 0.88 /
L27/ 2.24 / L28/ 1.94 / L29/ 5.81 /
L30/ 29.06 / L31/ 12.29 / L32/ 1.26 /
L33/ 0.01 / L34/ 5.24 / L35/ 1.26 /
L36/ 0.64 / W2637/ 0.00 / L37/ 4.22 /
L38/ 3.42 / L39/ 3.73 / L41/ 7.99 /
4243/ 6.03 / 4344/ 4.65 / 6869/ 5.02 /
4445/ 6.15 / 4546/ 1.52 / 4647/ 4.12 /
4754/ 3.25 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.18 /
5354/ 3.54 / 5462/ 2.69 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 2.02 /
6566/ 4.10 / 6667/ 34.49 / L595/ 2.05 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.17 /
6264ova/ 0.00 / 6264und/ 0.69 / 6768ova/ 0.00 /
6768und/ 0.47 /
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/ 0.06 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / 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/ 0.07 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.01 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.01 /
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/ 94.12 L35/ 94.12/ 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/ 90.78 4344/ 90.78/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.84 4546/ 89.84/ 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/ 88.00 L595/ 88.94/ 88.79/
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/ 88.79/ 88.77 6768ova/ 87.94/ 87.94/
6768und/ 88.00/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 19221
Total number of time steps during simulation.... 11433
Ratio of actual # of time steps / NTCYC......... 2.647
Average number of iterations per time step...... 1.681
Average time step size(seconds)................ 1.889
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.849
Average minimum implicit time step (sec)........ 2.470
Average minimum junction time step (sec)........ 2.470
Average Courant Factor Tf....................... 2.470
Number of times omega reduced................... 252
*=========================================================*
| 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 12676 1 13 1 0 0
N2 0 1.12 12817 3 7 0 0 0
N3 0 1.12 12766 0 8 0 0 0
N4 0 1.13 12936 0 7 0 0 0
N5 0 1.22 13973 0 12 1 0 0
N6 0 1.57 17975 0 12 1 0 0
N7 0 2.30 26273 0 12 4 0 0
N8 0 3.00 34348 120 16 55 0 0
N9 0 2.43 27801 34 12 18 0 0
N10 0 1.13 12899 1 8 0 0 0
N11 0 1.64 18725 0 31 1 1 0
N12 0 2.39 27354 0 39 1 1 0
N13 0 2.76 31541 0 11 2 0 0
N14 0 2.18 24965 6 11 2 0 0
N15 0 1.08 12364 0 7 0 0 0
N24 0 1.12 12795 0 14 1 0 0
N25 0 1.09 12481 0 8 0 0 0
N26 0 1.27 14524 1 10 1 0 0
N27 0 1.13 12928 0 7 0 0 0
N28 0 1.07 12259 0 6 0 0 0
N29 0 1.12 12835 1 13 1 0 0
N30 0 1.15 13178 0 14 1 0 0
N31 0 1.09 12455 0 15 2 0 0
N32 0 1.11 12704 0 7 0 0 0
N33 0 1.10 12576 0 8 0 0 0
N34 0 1.15 13172 1 7 0 0 0
N35 0 1.20 13699 0 7 0 0 0
N36 0 1.12 12761 0 7 0 0 0
N37 0 1.19 13574 0 7 0 0 0
N38 0 1.22 13909 0 19 1 0 0
N39 0 1.14 13006 0 9 0 0 0
N41 0 1.16 13298 0 9 0 0 0
N42 0 1.17 13360 2 18 1 0 0
N43 0 1.16 13279 0 7 0 0 0
N44 0 1.16 13210 0 7 0 0 0
N45 0 1.16 13240 0 7 0 0 0
N69 0 1.26 14349 4 8 0 0 0
N46 0 1.19 13568 0 7 0 0 0
N47 0 1.18 13514 0 7 0 0 0
N48 0 1.18 13514 0 9 0 0 0
N49 0 1.53 17464 0 8 0 0 0
N50 0 1.45 16621 0 7 0 0 0
N51 0 1.78 20347 0 7 0 0 0
N52 0 1.76 20098 0 7 0 0 0
N53 0 1.86 21238 0 7 0 0 0
N54 0 1.94 22128 1 10 1 0 0
N55 0 1.14 12989 0 8 0 0 0
N56 0 1.33 15258 0 11 1 0 0
N57 0 1.12 12830 0 5 0 0 0
N58 0 1.11 12698 0 30 1 1 0
N59 0 1.10 12608 1 7 0 0 0
N60 0 1.11 12715 0 7 0 0 0
N61 0 1.27 14532 0 6 0 0 0
N62 0 2.38 27226 0 8 0 0 0
N63 0 1.32 15058 8 24 46 0 0
N64 0 1.33 15239 1 24 41 0 0
N65 0 1.18 13509 0 6 0 0 0
N66 0 1.26 14435 0 6 0 0 0
N67 0 1.36 15564 0 9 0 0 0
N68 0 1.30 14826 0 10 1 0 0
D1 0 2.08 23751 67 9 0 0 0
Total number of iterations for all junctions.. 980735
Minimum number of possible iterations......... 697413
Efficiency of the simulation.................. 1.41
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.6899 0 25 0.0000 6.3101 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3950 0 25 0.0000 7.6050 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1629 0 25 0.0000 8.8371 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5001 0 25 0.0000 9.4999 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0353 0 25 0.0000 9.9647 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5969 0 25 0.0000 10.4031 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6158 0 25 0.0000 10.3842 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6163 0 25 0.0000 10.3837 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6172 0 25 0.0000 10.3828 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9125 0 25 0.0000 11.0875 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6504 0 25 0.0000 12.3496 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6538 0 25 0.0000 12.3462 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6549 0 25 0.0000 12.3451 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6555 0 25 0.0000 12.3445 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9928 0 25 0.0000 15.0072 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7585 0 26 0.0000 15.2415 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2794 0 25 0.0000 15.7206 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9434 0 26 0.0000 16.0566 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3896 0 27 0.0000 16.6104 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8861 0 26 0.0000 9.1139 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9838 0 26 0.0000 6.0162 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0075 0 29 0.0000 3.9925 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3579 0 31 0.0000 11.6421 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0124 0 34 0.0000 13.9876 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9057 0 25 0.0000 12.0943 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0660 0 35 0.0000 14.9340 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9666 0 35 0.0000 15.0334 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7174 0 35 0.0000 16.2826 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3968 0 27 0.0000 16.6032 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3808 0 27 0.0000 16.6192 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.3189 0 28 0.0000 16.6811 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1995 0 28 0.0000 16.8005 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7953 0 29 0.0000 17.2047 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.8247 0 28 0.0000 18.1753 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2756 0 35 0.0000 18.7244 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.2354 0 35 0.0000 18.7646 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.6128 0 38 0.0000 20.3872 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1936 0 35 0.0000 18.8064 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1682 0 35 0.0000 8.8318 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1650 0 35 0.0000 7.8350 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.1608 0 35 0.0000 7.8392 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.1602 0 35 0.0000 7.8398 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1590 0 35 0.0000 7.8410 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1588 0 35 0.0000 7.8412 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1588 0 35 0.0000 7.8412 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1586 0 35 0.0000 7.8414 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0398 0 25 0.0000 9.9602 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5511 0 25 0.0000 10.4489 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2597 0 25 0.0000 10.7403 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6399 0 25 0.0000 6.3601 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8234 0 25 0.0000 7.1766 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.3043 0 26 0.0000 7.6957 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1586 0 36 0.0000 7.8414 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1572 0 35 0.0000 7.8428 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0704 0 25 0.0000 1.9296 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.9355 0 36 0.0000 9.0645 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8799 0 37 0.0000 9.1201 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.8432 0 37 0.0000 9.1568 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.8150 0 38 0.0000 9.1850 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.7729 0 38 0.0000 9.2271 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1568 0 35 0.0000 18.8432 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 1.5173 0 25 1.0666 0 25 0.0638 103.6899 102.3950 .4299 .3425
L2 31.3792 2.1255 2000.000 1.5046 0 25 0.9534 0 25 0.0480 102.3950 101.1629 .3425 .3915
L3 21.1637 1.3610 2000.000 1.4937 0 25 0.6145 0 25 0.0706 101.1629 100.5001 .3915 .5201
L4 14.8201 1.0611 2000.000 2.8500 0 25 0.7250 0 25 0.1923 100.5001 100.0353 .5201 .4976
L5 14.1212 0.8828 2000.000 2.8360 0 25 0.8191 0 25 0.2008 100.0353 99.5969 .4976 .3685
L6 107.6004 6.2304 2000.000 2.8971 0 25 0.6858 0 25 0.0269 99.5969 99.6158 .3685 .6429
L7 212.9831 7.4760 2500.000 2.8970 0 25 0.2600 0 25 0.0136 99.6158 99.6163 .5143 .7265
L8 226.7844 7.2108 2500.000 3.2828 0 25 0.1555 0 25 0.0145 99.6163 99.6172 .7265 .8989
L9 5.4768 0.2939 750.0000 3.1911 0 25 0.5510 0 25 0.5827 99.6172 99.4198 .5296 .2798
L10 230.8083 6.4936 2000.000 3.1890 0 25 0.5295 0 25 0.0138 98.9125 97.6504 .1063 .4752
L11 134.5580 5.4446 2000.000 3.2123 0 25 0.3288 0 25 0.0239 97.6504 97.6538 .4752 .7769
L12 167.9513 6.1273 2500.000 3.2569 0 25 0.2175 0 25 0.0194 97.6538 97.6549 .6215 .8620
L13 106.1819 4.1029 2750.000 4.4259 0 25 0.2451 0 25 0.0417 97.6549 97.6555 .7836 .9838
L14 3.7006 0.2681 800.0000 4.3930 0 25 0.8615 0 25 1.1871 97.6555 97.5329 .6444 .5036
L15 41.4767 1.7783 1500.000 4.3873 0 25 0.6702 0 25 0.1058 94.9928 94.7585 .3552 .4857
L24 46.8109 1.7908 2000.000 4.3667 0 26 0.8378 0 26 0.0933 94.7585 94.2794 .3643 .3447
L25 97.5504 2.8627 2500.000 5.6459 0 25 0.7916 0 25 0.0579 94.2794 93.9434 .2758 .4374
L26 39.8090 1.2386 3000.000 5.4156 0 26 1.1743 0 26 0.1360 93.9434 93.3896 .3645 .2165
L27 416.5903 6.9969 3500.000 5.4120 0 26 0.9623 0 15 0.0130 93.3896 93.3808 .1856 .3945
L28 142.9406 2.4129 2000.000 1.4011 0 26 0.7735 0 35 0.0098 120.8861 113.9838 .1931 .2419
L29 111.2914 2.2238 2000.000 2.6578 0 27 1.0940 0 25 0.0239 113.9838 106.0075 .2419 .2537
L30 121.4510 2.4983 2000.000 3.5253 0 30 0.7044 0 23 0.0290 106.0075 98.3579 .2537 .4290
L31 81.3908 1.8198 2000.000 4.8361 0 31 0.5528 0 17 0.0594 98.3579 96.0124 .4290 .6062
L32 10.6189 1.0497 1500.000 5.0452 0 34 1.0110 0 34 0.4751 96.0124 95.0660 .8083 .6640
L33 13.2107 0.8025 900.0000 0.5521 0 25 0.4024 0 25 0.0418 97.9057 97.3448 .4396 .2498
L34 27.1462 0.7567 2000.000 5.3045 0 34 0.4206 0 34 0.1954 95.0660 94.9666 .4980 .4983
L35 151.1332 2.3985 2800.000 5.3028 0 35 0.8336 0 35 0.0351 94.9666 93.7174 .3559 .2634
L36 604.2278 7.2058 3400.000 5.5268 0 35 1.4638 0 14 0.0091 93.7174 93.3968 .2169 .3196
W2637 41.0450 1.2356 2000.000 0.2192 0 26 0.3144 0 26 0.0053 93.9434 93.7181 .1117 .0490
L37 268.7941 4.1638 3600.000 5.5847 0 35 0.6357 0 46 0.0208 93.3968 93.3808 .3019 .3836
L38 20.3679 0.8611 2000.000 10.3917 0 27 0.9318 0 25 0.5102 93.3808 93.3189 .6904 .6694
L39 220.6626 2.1612 4000.000 -10.3555 0 27 -0.8763 0 25 -0.0469 93.3189 93.1995 .2847 .3049
L41 24.3580 0.8853 2000.000 10.3035 0 28 0.7371 0 27 0.4230 93.1995 92.7953 .6597 .6577
4243 57.3946 1.4914 2000.000 10.7868 0 29 0.7620 0 29 0.1879 92.7953 91.8247 .6577 .5873
4344 63.4676 1.7564 2000.000 11.0448 0 30 0.8747 0 27 0.1740 91.8247 91.2756 .5873 .6378
6869 43.1813 0.6276 2800.000 14.2081 0 38 0.5754 0 38 0.3290 89.7729 89.6128 .6903 .6903
4445 86.8567 1.9041 2500.000 10.6175 0 32 0.6397 0 25 0.1222 91.2756 91.2354 .5102 .6142
4546 96.3889 3.0307 2500.000 10.5731 0 32 1.0489 0 15 0.1097 91.2354 91.1936 .6142 .7414
4647 19.5453 0.7456 2500.000 10.4795 0 33 1.0904 0 21 0.5362 91.1936 91.1682 .7414 .7393
4754 69.8137 1.6227 2500.000 10.5790 0 33 0.8510 0 20 0.1515 91.1682 91.1586 .7393 .7915
4849 68.7768 2.2981 2000.000 1.8981 0 25 0.9461 0 25 0.0276 91.1650 91.1608 .2925 .3754
4950 88.3261 2.2234 2360.000 1.8962 0 25 0.7389 0 25 0.0215 91.1608 91.1602 .3181 .3518
5051 69.6722 2.5632 2000.000 2.6206 0 25 1.0083 0 23 0.0376 91.1602 91.1590 .4151 .5445
5152 86.0599 3.2001 2000.000 2.4084 0 24 0.9268 0 23 0.0280 91.1590 91.1588 .5445 .6144
5253 70.2593 2.7867 2000.000 2.4660 0 23 1.1798 0 17 0.0351 91.1588 91.1588 .6144 .8144
5354 215.9379 3.0206 2500.000 1.6520 0 17 0.4549 0 13 0.0077 91.1588 91.1586 .6515 .7595
5462 217.9611 2.6925 2500.000 12.1490 0 35 0.2739 2 42 0.0557 91.1586 91.1572 .7595 .8949
5657 69.9273 5.9238 See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.