The manual's example problems
Pick a deck
Each is the deck printed in the 1981 manual. Picking one runs it.
Engine
EXTRAN III · 189 KB WebAssembly
The listing as printed; it reproduces CDM's 1981 runs.
manual deck
- Deck
- Example 1 (manual p. 32)
- Time steps
- 1,440 × 20 s = 8.00 h
- Print cycles
- 32
- Report
- 21 pages
- Run time
- 21 ms
- Exit
- normal
- Engine
- EXTRAN III as printed (1981)
**** WARNING **** (C*DELT/LEN) IN CONDUIT 1630 IS 1.1 AT FULL DEPTH.
Continuity error
-1.00 %
inflow 1,458,000 ft³ · left 7,902 ft³ within 1 %
Surcharged junctions
3 of 10
longest 82309, 165.3 min
HGL reached ground
2 junctions
80408, 80608
Peak outfall flow
120.6 cfs
conduit 1030 at 2 h 36 min
Hydraulic grade line
Profile along a flow path
HGL nowhighest HGL in the rungroundinvert and crown (dotted: channel bank)3 junctions above crown now
Every print cycle
Junction depth
From the report
Junction summary
| Junction | Ground ft | Crown ft | Max depth ft | At | Surcharge ft | Below ground ft | Surcharged min |
|---|---|---|---|---|---|---|---|
| 80408 | 138.00 | 128.60 | 13.40 | 0:32 | 9.40 | 0.00 | 153.0 |
| 80608 | 135.00 | 122.30 | 16.70 | 0:30 | 12.70 | 0.00 | 159.3 |
| 81009 | 137.00 | 132.70 | 3.36 | 0:27 | 0.00 | 5.44 | 0.0 |
| 81309 | 130.00 | 122.00 | 3.56 | 0:51 | 0.00 | 8.94 | 0.0 |
| 82309 | 155.00 | 118.50 | 21.68 | 0:33 | 15.48 | 21.02 | 165.3 |
| 10208 | 100.00 | 98.90 | 0.53 | 2:36 | 0.00 | 9.57 | 0.0 |
| 10309 | 111.00 | 110.60 | 4.22 | 3:01 | 0.00 | 5.18 | 0.0 |
| 15009 | 125.00 | 117.00 | 2.51 | 1:22 | 0.00 | 10.99 | 0.0 |
| 16009 | 120.00 | 111.00 | 3.87 | 3:00 | 0.00 | 14.13 | 0.0 |
| 16109 | 125.00 | 108.80 | 3.39 | 3:00 | 0.00 | 18.81 | 0.0 |
Conduit summary
| Conduit | Design Q cfs | Design V fps | Depth in | Max Q cfs | At | Max V fps | At | Max / design | Depth up ft | Depth down ft |
|---|---|---|---|---|---|---|---|---|---|---|
| 8040 | 73.6 | 5.9 | 48.0 | 50.8 | 0:19 | 6.4 | 0:18 | 0.7 | 13.40 | 16.70 |
| 8060 | 53.3 | 4.2 | 48.0 | 47.5 | 0:25 | 5.0 | 0:24 | 0.9 | 16.70 | 19.48 |
| 8100 | 78.1 | 4.9 | 54.0 | 61.0 | 0:37 | 5.5 | 0:34 | 0.8 | 3.36 | 3.56 |
| 8130 | 70.6 | 4.4 | 54.0 | 54.9 | 1:04 | 5.1 | 0:57 | 0.8 | 3.56 | 2.51 |
| 1030 | 3,028.3 | 12.5 | 108.0 | 120.6 | 2:36 | 5.5 | 2:37 | 0.0 | 4.22 | 0.53 |
| 1570 | 123.6 | 5.2 | 66.0 | 52.7 | 1:22 | 3.9 | 1:10 | 0.4 | 2.51 | 3.87 |
| 1600 | 146.8 | 5.2 | 72.0 | 73.7 | 0:40 | 6.1 | 0:38 | 0.5 | 3.39 | 3.87 |
| 1630 | 2,313.2 | 9.5 | 108.0 | 120.7 | 1:58 | 5.0 | 0:44 | 0.1 | 3.87 | 4.22 |
| 1602 | 43.4 | 2.2 | 60.0 | 70.6 | 2:33 | 4.0 | 0:28 | 1.6 | 21.68 | 3.39 |
A SWMM5 or SWMM6 model
Load a model
Choose the .inp. Add the .rpt and .out SWMM wrote for it to compare against your own run. Without them, SWMM 5.2.4 runs the model here.
- .inp
- none
- .rpt
- none
- .out
- none
Conversion
Settings
- s blank: SWMM's routing step, cut to suit the shortest conduit
- EXTRAN III
- The listing as printed; it reproduces CDM's 1981 runs.
What happened
Steps
- Load a model to begin.
How the comparison works. SWMM's own lateral inflow becomes EXTRAN's hydrograph cards, so every engine routes the same water. What differs is the engines themselves, plus each approximation the converter lists below. Depths are in feet and flows in cfs for both; SI models are converted.
Each point is one element; the line is perfect agreement
Peak depth
Both engines over the run
Time series
Volume balance
Element by element
Largest differences first. Pick a row to plot it.
Card under the cursor
Line 45 · not read by EXTRAN
Cards after the last group EXTRAN expects are never read.
| Field | Columns | Card text | Read as |
|---|
Readings to confirm on page 32. The decks were read from OCR; these fields were not clean readings.
- JPRT/CPRT order taken from the printed output (OCR wrapped the 2nd value onto a new line).
- 81309 invert 117.5 and 15009 invert 111.5 (OCR 117.3/111.3; printed crowns confirm .5).
- 10208 invert 89.9 (OCR ' 39.9'; printed crown 98.90 = 89.9 + 9.0).
- 1570 n = .0154 (all seven decks read .0154; output prints 0.015 at F9.3).
- 1600 length 500 (Ex1 deck OCR '300.'; echo and decks 3-7 read 500).
80-column cards, read in order by INDATA
Example 1 deck · manual page 32
The gutter shows the card group each line falls in (numbering from Chapter 2 of the manual). Fields are fixed columns: the ruler marks them for the current card.
Unit 21, as the line printer would have it
Example 1 · 32 sheets
--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
INTEGRATION CYCLES 1440
LENGTH OF INTEGRATION STEP IS 20. SECONDS
PRINTING STARTS IN CYCLE 45 AND PRINTS AT INTERVALS OF 45 CYCLES
INITIAL TIME 0.00 HOURS
PRINTED OUTPUT AT THE FOLLOWING 6 JUNCTIONS
80608 16009 16109 15009 82309 80408
AND FOR THE FOLLOWING 6 CONDUITS
1030 1630 1600 1602 1570 8130
WATER SURFACE ELEVATIONS WILL BE PLOTTED FOR THE FOLLOWING 6 JUNCTIONS
80608 16009 16109 15009 82309 80408
FLOW RATE WILL BE PLOTTED FOR THE FOLLOWING 6 CONDUITS
1030 1630 1600 1602 1570 81301--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
CONDUIT LENGTH CLASS AREA MANNING MAX WIDTH DEPTH JUNCTIONS INVERT HEIGHT TRAPEZOID
NUMBER (FT) (SQ FT) COEF. (FT) (FT) AT ENDS ABOVE JUNCTIONS SIDE SLOPE
1 8040 1800. 1 12.57 0.015 4.00 4.00 80408 80608
2 8060 2075. 1 12.57 0.015 4.00 4.00 80608 82309 0.00 2.20
3 8100 5100. 1 15.90 0.015 4.50 4.50 81009 81309
4 8130 3500. 1 15.90 0.015 4.50 4.50 81309 15009
5 1030 4500. 6 243.00 0.016 0.01 9.00 10309 10208 3.00 3.00
6 1570 5000. 1 23.76 0.015 5.50 5.50 15009 16009
7 1600 500. 1 28.27 0.015 6.00 6.00 16009 16109
8 1630 300. 6 243.00 0.015 0.01 9.00 16009 10309 3.00 3.00
9 1602 5000. 1 19.63 0.034 5.00 5.00 82309 16109
**** WARNING **** (C*DELT/LEN) IN CONDUIT 1630 IS 1.1 AT FULL DEPTH.2--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
JUNCTION GROUND CROWN INVERT QINST CONNECTING CONDUITS
NUMBER ELEV. ELEV. ELEV. (CFS)
1 80408 138.00 128.60 124.60 0.00 8040
2 80608 135.00 122.30 118.30 0.00 8040 8060
3 81009 137.00 132.70 128.20 0.00 8100
4 81309 130.00 122.00 117.50 0.00 8100 8130
5 82309 155.00 118.50 112.30 0.00 8060 1602
6 10208 100.00 98.90 89.90 0.00 1030
7 10309 111.00 110.60 101.60 0.00 1030 1630
8 15009 125.00 117.00 111.50 0.00 8130 1570
9 16009 120.00 111.00 102.00 0.00 1570 1600 1630
10 16109 125.00 108.80 102.80 0.00 1600 1602
-------------------------------------------------------------------------------------------------------------------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - FREE OUTFALL DATA - - - - - - - - - - - - - - - - - - - - - - - - - - -
FREE OUTFLOW AT JUNCTIONS 102083--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
- - - - - - - - - - - - - - - - - - - - - - - INTERNAL CONNECTIVITY INFORMATION - - - - - - - - - - - - - - - - - - - - - - -
CONDUIT JUNCTION JUNCTION
90010 10208 0
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
- - - - - - - - - - - - - - - - - - - - SUMMARY OF INITIAL HEADS, FLOWS AND VELOCITIES - - - - - - - - - - - - - - - - - - - - - -
INITIAL HEADS, FLOWS AND VELOCITIES ARE ZERO4--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
****** SYSTEM INFLOWS (CARDS) AT 0.00 HOURS FOR 3 JUNCTIONS
82309/ 0.00 80408/ 0.00 81009/ 0.00
****** SYSTEM INFLOWS (CARDS) AT 0.25 HOURS ( JUNCTION / INFLOW,CFS )
82309/ 40.00 80408/ 45.00 81009/ 50.00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
****** SYSTEM INFLOWS (CARDS) AT 3.00 HOURS ( JUNCTION / INFLOW,CFS )
82309/ 40.00 80408/ 45.00 81009/ 50.00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CYCLE 45 TIME 0 HRS - 15.00 MIN
JUNCTIONS / DEPTHS
80408/ 2.60 80608/ 1.70 81009/ 2.27 81309/ 0.35 82309/ 2.23 10208/ 0.00 10309/ 0.00 15009/ 0.00
16009/ 0.00 16109/ 0.17
CONDUITS / FLOWS
8040/ 42.76 8060/ 15.52 8100/ 15.81 8130/ 0.25 1030/ 0.00 1570/ 0.00 1600/ 0.09 1630/ 0.00
1602/ 6.33 90010/ 0.00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CYCLE 90 TIME 0 HRS - 30.00 MIN
JUNCTIONS / DEPTHS
80408/ 2.26 80608/ 3.82 81009/ 3.32 81309/ 2.12 82309/ 9.57* 10208/ 0.00 10309/ 0.08 15009/ 0.37 516009/ 0.55 16109/ 2.05 CONDUITS / FLOWS 8040/ 45.01* 8060/ 8.34 8100/ 54.63 8130/ 13.33 1030/ 0.00 1570/ 1.08* 1600/ 20.74 1630/ 0.51 1602/ 47.72 90010/ 0.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 135 TIME 0 HRS - 45.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.72 81309/ 3.48 82309/ 21.65* 10208/ 0.34 10309/ 2.16 15009/ 1.47 16009/ 2.68 16109/ 2.88 CONDUITS / FLOWS 8040/ 45.00 8060/ 28.02 8100/ 52.98* 8130/ 44.19 1030/ 21.08 1570/ 18.93* 1600/ 69.12 1630/ 88.59 1602/ 68.02 90010/ 21.08 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 180 TIME 1 HRS - 0.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.63 81309/ 3.48 82309/ 21.65* 10208/ 0.44 10309/ 3.41 15009/ 2.27 16009/ 3.10 16109/ 2.87 CONDUITS / FLOWS 8040/ 45.00 8060/ 27.98 8100/ 50.24* 8130/ 54.64 1030/ 68.44 1570/ 43.73* 1600/ 66.70 1630/ 98.88 1602/ 67.98 90010/ 68.44 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 225 TIME 1 HRS - 15.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.25 82309/ 21.54* 10208/ 0.49 10309/ 3.90 15009/ 2.506
16009/ 3.55 16109/ 3.13 CONDUITS / FLOWS 8040/ 45.00 8060/ 29.32 8100/ 50.02* 8130/ 53.80 1030/ 97.16 1570/ 52.17* 1600/ 67.35 1630/ 113.23 1602/ 69.33 90010/ 97.16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 270 TIME 1 HRS - 30.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.11 82309/ 21.48* 10208/ 0.52 10309/ 4.11 15009/ 2.50 16009/ 3.76 16109/ 3.30 CONDUITS / FLOWS 8040/ 45.00 8060/ 30.14 8100/ 50.00* 8130/ 51.72 1030/ 112.26 1570/ 52.40* 1600/ 69.26 1630/ 119.11 1602/ 70.14 90010/ 112.26 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 315 TIME 1 HRS - 45.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.06 82309/ 21.46* 10208/ 0.53 10309/ 4.19 15009/ 2.47 16009/ 3.84 16109/ 3.37 CONDUITS / FLOWS 8040/ 45.00 8060/ 30.46 8100/ 50.00* 8130/ 50.55 1030/ 118.23 1570/ 51.23* 1600/ 70.15 1630/ 120.54 1602/ 70.46 90010/ 118.23 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 360 TIME 2 HRS - 0.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.05 82309/ 21.45* 10208/ 0.53 10309/ 4.22 15009/ 2.457
16009/ 3.86 16109/ 3.39 CONDUITS / FLOWS 8040/ 45.00 8060/ 30.56 8100/ 50.00* 8130/ 50.09 1030/ 120.08 1570/ 50.43* 1600/ 70.48 1630/ 120.69 1602/ 70.56 90010/ 120.08 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 405 TIME 2 HRS - 15.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.05 82309/ 21.45* 10208/ 0.53 10309/ 4.22 15009/ 2.44 16009/ 3.87 16109/ 3.39 CONDUITS / FLOWS 8040/ 45.00 8060/ 30.58 8100/ 50.00* 8130/ 49.97 1030/ 120.51 1570/ 50.09* 1600/ 70.57 1630/ 120.62 1602/ 70.58 90010/ 120.51 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 450 TIME 2 HRS - 30.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.05 82309/ 21.45* 10208/ 0.53 10309/ 4.22 15009/ 2.44 16009/ 3.87 16109/ 3.39 CONDUITS / FLOWS 8040/ 45.00 8060/ 30.59 8100/ 50.00* 8130/ 49.97 1030/ 120.57 1570/ 49.99* 1600/ 70.59 1630/ 120.58 1602/ 70.59 90010/ 120.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 495 TIME 2 HRS - 45.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.05 82309/ 21.45* 10208/ 0.53 10309/ 4.22 15009/ 2.448
16009/ 3.87 16109/ 3.39 CONDUITS / FLOWS 8040/ 45.00 8060/ 30.59 8100/ 50.00* 8130/ 49.98 1030/ 120.57 1570/ 49.98* 1600/ 70.59 1630/ 120.57 1602/ 70.59 90010/ 120.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ****** SYSTEM INFLOWS (CARDS) AT 3.25 HOURS ( JUNCTION / INFLOW,CFS ) 82309/ 0.00 80408/ 0.00 81009/ 0.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 540 TIME 3 HRS - 0.00 MIN JUNCTIONS / DEPTHS 80408/ 12.75* 80608/ 16.70* 81009/ 2.62 81309/ 3.05 82309/ 21.45* 10208/ 0.53 10309/ 4.22 15009/ 2.44 16009/ 3.87 16109/ 3.39 CONDUITS / FLOWS 8040/ 45.00 8060/ 30.59 8100/ 50.00* 8130/ 49.99 1030/ 120.57 1570/ 49.99* 1600/ 70.59 1630/ 120.58 1602/ 70.59 90010/ 120.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ****** SYSTEM INFLOWS (CARDS) AT 12.00 HOURS ( JUNCTION / INFLOW,CFS ) 82309/ 0.00 80408/ 0.00 81009/ 0.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 585 TIME 3 HRS - 15.00 MIN JUNCTIONS / DEPTHS9
80408/ 0.89 80608/ 2.59 81009/ 1.56 81309/ 2.61 82309/ 5.89 10208/ 0.52 10309/ 4.11 15009/ 2.36 16009/ 3.75 16109/ 3.12 CONDUITS / FLOWS 8040/ 8.38* 8060/ 41.03* 8100/ 20.51* 8130/ 41.93 1030/ 111.64 1570/ 47.45* 1600/ 48.45 1630/ 99.70 1602/ 47.22 90010/ 111.64 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 630 TIME 3 HRS - 30.00 MIN JUNCTIONS / DEPTHS 80408/ 0.21 80608/ 0.83 81009/ 0.71 81309/ 1.61 82309/ 3.80 10208/ 0.49 10309/ 3.87 15009/ 1.93 16009/ 3.50 16109/ 2.85 CONDUITS / FLOWS 8040/ 0.43* 8060/ 5.11* 8100/ 4.31* 8130/ 19.60* 1030/ 95.19 1570/ 32.78* 1600/ 40.76 1630/ 79.89 1602/ 35.03 90010/ 95.19 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 675 TIME 3 HRS - 45.00 MIN JUNCTIONS / DEPTHS 80408/ 0.10 80608/ 0.44 81009/ 0.43 81309/ 1.06 82309/ 2.32 10208/ 0.45 10309/ 3.49 15009/ 1.42 16009/ 3.12 16109/ 2.41 CONDUITS / FLOWS 8040/ 0.11* 8060/ 0.88 8100/ 1.55* 8130/ 8.62* 1030/ 72.33 1570/ 18.17* 1600/ 27.00 1630/ 53.68 1602/ 19.29* 90010/ 72.33 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 720 TIME 4 HRS - 0.00 MIN JUNCTIONS / DEPTHS10
80408/ 0.06 80608/ 0.33 81009/ 0.30 81309/ 0.75 82309/ 1.44 10208/ 0.41 10309/ 3.05 15009/ 1.07 16009/ 2.67 16109/ 1.93 CONDUITS / FLOWS 8040/ 0.05* 8060/ 0.45 8100/ 0.72* 8130/ 4.33* 1030/ 50.49 1570/ 10.21* 1600/ 14.68 1630/ 33.38 1602/ 7.90* 90010/ 50.49 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 765 TIME 4 HRS - 15.00 MIN JUNCTIONS / DEPTHS 80408/ 0.04 80608/ 0.25 81009/ 0.22 81309/ 0.57 82309/ 1.01 10208/ 0.38 10309/ 2.64 15009/ 0.83 16009/ 2.26 16109/ 1.51 CONDUITS / FLOWS 8040/ 0.02* 8060/ 0.24 8100/ 0.38* 8130/ 2.42* 1030/ 34.73 1570/ 6.10* 1600/ 9.14 1630/ 22.09 1602/ 3.90* 90010/ 34.73 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 810 TIME 4 HRS - 30.00 MIN JUNCTIONS / DEPTHS 80408/ 0.03 80608/ 0.21 81009/ 0.17 81309/ 0.45 82309/ 0.76 10208/ 0.36 10309/ 2.30 15009/ 0.66 16009/ 1.92 16109/ 1.17 CONDUITS / FLOWS 8040/ 0.01* 8060/ 0.14 8100/ 0.22* 8130/ 1.47* 1030/ 24.37 1570/ 3.84* 1600/ 6.08 1630/ 15.25 1602/ 2.19* 90010/ 24.37 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 855 TIME 4 HRS - 45.00 MIN JUNCTIONS / DEPTHS11
80408/ 0.02 80608/ 0.18 81009/ 0.14 81309/ 0.36 82309/ 0.60 10208/ 0.27 10309/ 2.02 15009/ 0.55 16009/ 1.65 16109/ 0.89 CONDUITS / FLOWS 8040/ 0.01* 8060/ 0.10 8100/ 0.16* 8130/ 0.94* 1030/ 16.76 1570/ 2.58* 1600/ 4.12 1630/ 10.60 1602/ 1.33* 90010/ 16.76 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 900 TIME 5 HRS - 0.00 MIN JUNCTIONS / DEPTHS 80408/ 0.01 80608/ 0.16 81009/ 0.12 81309/ 0.30 82309/ 0.49 10208/ 0.19 10309/ 1.81 15009/ 0.46 16009/ 1.44 16109/ 0.68 CONDUITS / FLOWS 8040/ 0.01* 8060/ 0.07 8100/ 0.11* 8130/ 0.66* 1030/ 11.96 1570/ 1.77* 1600/ 2.85 1630/ 7.57 1602/ 0.87* 90010/ 11.96 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 945 TIME 5 HRS - 15.00 MIN JUNCTIONS / DEPTHS 80408/ 0.01 80608/ 0.14 81009/ 0.10 81309/ 0.26 82309/ 0.41 10208/ 0.14 10309/ 1.63 15009/ 0.39 16009/ 1.26 16109/ 0.51 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.06 8100/ 0.09* 8130/ 0.47* 1030/ 8.87 1570/ 1.29* 1600/ 2.02 1630/ 5.61 1602/ 0.59* 90010/ 8.87 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 990 TIME 5 HRS - 30.00 MIN JUNCTIONS / DEPTHS12
80408/ 0.01 80608/ 0.12 81009/ 0.08 81309/ 0.22 82309/ 0.35 10208/ 0.11 10309/ 1.48 15009/ 0.34 16009/ 1.11 16109/ 0.38 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.05 8100/ 0.07* 8130/ 0.34* 1030/ 6.73 1570/ 0.97* 1600/ 1.22* 1630/ 4.12 1602/ 0.43* 90010/ 6.73 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1035 TIME 5 HRS - 45.00 MIN JUNCTIONS / DEPTHS 80408/ 0.01 80608/ 0.11 81009/ 0.07 81309/ 0.20 82309/ 0.30 10208/ 0.08 10309/ 1.35 15009/ 0.30 16009/ 0.98 16109/ 0.30 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.04 8100/ 0.05* 8130/ 0.26* 1030/ 5.16 1570/ 0.73* 1600/ 0.76* 1630/ 3.08 1602/ 0.32* 90010/ 5.16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1080 TIME 6 HRS - 0.00 MIN JUNCTIONS / DEPTHS 80408/ 0.01 80608/ 0.10 81009/ 0.06 81309/ 0.18 82309/ 0.26 10208/ 0.06 10309/ 1.24 15009/ 0.26 16009/ 0.87 16109/ 0.26 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.03 8100/ 0.04* 8130/ 0.20* 1030/ 4.01 1570/ 0.56* 1600/ 0.51* 1630/ 2.37 1602/ 0.23 90010/ 4.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1125 TIME 6 HRS - 15.00 MIN JUNCTIONS / DEPTHS13
80408/ 0.00 80608/ 0.09 81009/ 0.05 81309/ 0.16 82309/ 0.23 10208/ 0.05 10309/ 1.14 15009/ 0.24 16009/ 0.77 16109/ 0.22 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.03 8100/ 0.03* 8130/ 0.17* 1030/ 3.17 1570/ 0.44* 1600/ 0.38* 1630/ 1.86 1602/ 0.17 90010/ 3.17 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1170 TIME 6 HRS - 30.00 MIN JUNCTIONS / DEPTHS 80408/ 0.00 80608/ 0.08 81009/ 0.05 81309/ 0.14 82309/ 0.21 10208/ 0.04 10309/ 1.05 15009/ 0.21 16009/ 0.68 16109/ 0.19 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.03 8100/ 0.03* 8130/ 0.15* 1030/ 2.54 1570/ 0.35* 1600/ 0.30* 1630/ 1.50 1602/ 0.13 90010/ 2.54 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1215 TIME 6 HRS - 45.00 MIN JUNCTIONS / DEPTHS 80408/ 0.00 80608/ 0.08 81009/ 0.04 81309/ 0.13 82309/ 0.19 10208/ 0.03 10309/ 0.98 15009/ 0.20 16009/ 0.61 16109/ 0.17 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.02 8100/ 0.02* 8130/ 0.13* 1030/ 2.07 1570/ 0.31* 1600/ 0.24* 1630/ 1.24 1602/ 0.11 90010/ 2.07 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1260 TIME 7 HRS - 0.00 MIN JUNCTIONS / DEPTHS14
80408/ 0.00 80608/ 0.07 81009/ 0.04 81309/ 0.12 82309/ 0.18 10208/ 0.03 10309/ 0.91 15009/ 0.18 16009/ 0.55 16109/ 0.15 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.02 8100/ 0.02* 8130/ 0.11* 1030/ 1.72 1570/ 0.27* 1600/ 0.20* 1630/ 1.03 1602/ 0.09 90010/ 1.72 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1305 TIME 7 HRS - 15.00 MIN JUNCTIONS / DEPTHS 80408/ 0.00 80608/ 0.07 81009/ 0.03 81309/ 0.11 82309/ 0.17 10208/ 0.02 10309/ 0.85 15009/ 0.17 16009/ 0.50 16109/ 0.13 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.02 8100/ 0.02* 8130/ 0.09* 1030/ 1.44 1570/ 0.23* 1600/ 0.17* 1630/ 0.87 1602/ 0.08 90010/ 1.44 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1350 TIME 7 HRS - 30.00 MIN JUNCTIONS / DEPTHS 80408/ 0.00 80608/ 0.06 81009/ 0.03 81309/ 0.10 82309/ 0.16 10208/ 0.02 10309/ 0.80 15009/ 0.15 16009/ 0.45 16109/ 0.12 CONDUITS / FLOWS 8040/ 0.00* 8060/ 0.02 8100/ 0.01* 8130/ 0.08* 1030/ 1.21 1570/ 0.20* 1600/ 0.14* 1630/ 0.74 1602/ 0.07 90010/ 1.21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CYCLE 1395 TIME 7 HRS - 45.00 MIN JUNCTIONS / DEPTHS15
80408/ 0.00 80608/ 0.06 81009/ 0.03 81309/ 0.09 82309/ 0.15 10208/ 0.02 10309/ 0.76 15009/ 0.14
16009/ 0.41 16109/ 0.11
CONDUITS / FLOWS
8040/ 0.00* 8060/ 0.01 8100/ 0.01* 8130/ 0.07* 1030/ 1.03 1570/ 0.18* 1600/ 0.12* 1630/ 0.61*
1602/ 0.06 90010/ 1.03
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CYCLE 1440 TIME 8 HRS - 0.00 MIN
JUNCTIONS / DEPTHS
80408/ 0.00 80608/ 0.05 81009/ 0.02 81309/ 0.09 82309/ 0.14 10208/ 0.01 10309/ 0.71 15009/ 0.13
16009/ 0.38 16109/ 0.10
CONDUITS / FLOWS
8040/ 0.00* 8060/ 0.01 8100/ 0.01* 8130/ 0.07* 1030/ 0.88 1570/ 0.16* 1600/ 0.11* 1630/ 0.49*
1602/ 0.06 90010/ 0.88
- - - - - - - - - - - - - - - - - - - - - - - CONTINUITY BALANCE AT END OF RUN- - - - - - - - - - - - - - - - - - - - - - -
TOTAL SYSTEM INFLOW VOLUME = 1458000. CU FT
JUNCTION OUTFLOWS AND
STREET FLOODING
JUNCTION OUTFLOW, FT3
80408 585.
80608 136038.
10208 1328008.
--------------
TOTAL 1464631. CU FT
VOLUME LEFT IN SYSTEM = 7902. CU FT
ERROR IN CONTINUITY, PERCENT = -1.0016--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
* * * * * * * * * * * * * * * * * * * *TIME HISTORY OF H. G. L. * * * * * * * * * * * * * * * * * *
(VALUES IN FEET)
JUNCTION80608 JUNCTION16009 JUNCTION16109 JUNCTION15009 JUNCTION82309 JUNCTION80408
TIME GRND 135.00 GRND 120.00 GRND 125.00 GRND 125.00 GRND 155.00 GRND 138.00
HR . MIN ELEV DEPTH ELEV DEPTH ELEV DEPTH ELEV DEPTH ELEV DEPTH ELEV DEPTH
0.15 120.00 1.70 102.00 0.00 102.97 0.17 111.50 0.00 114.53 2.23 127.20 2.60
0.30 122.12 3.82 102.55 0.55 104.85 2.05 111.87 0.37 121.87 6.20 126.86 2.26
0.45 135.00 4.00 104.68 2.68 105.68 2.88 112.97 1.47 133.95 6.20 137.35 4.00
1. 0 135.00 4.00 105.10 3.10 105.67 2.87 113.77 2.27 133.95 6.20 137.35 4.00
1.15 135.00 4.00 105.55 3.55 105.93 3.13 114.00 2.50 133.84 6.20 137.35 4.00
1.30 135.00 4.00 105.76 3.76 106.10 3.30 114.00 2.50 133.78 6.20 137.35 4.00
1.45 135.00 4.00 105.84 3.84 106.17 3.37 113.97 2.47 133.76 6.20 137.35 4.00
2. 0 135.00 4.00 105.86 3.86 106.19 3.39 113.95 2.45 133.75 6.20 137.35 4.00
2.15 135.00 4.00 105.87 3.87 106.19 3.39 113.94 2.44 133.75 6.20 137.35 4.00
2.30 135.00 4.00 105.87 3.87 106.19 3.39 113.94 2.44 133.75 6.20 137.35 4.00
2.45 135.00 4.00 105.87 3.87 106.19 3.39 113.94 2.44 133.75 6.20 137.35 4.00
3. 0 135.00 4.00 105.87 3.87 106.19 3.39 113.94 2.44 133.75 6.20 137.35 4.00
3.15 120.89 2.59 105.75 3.75 105.92 3.12 113.86 2.36 118.19 5.89 125.49 0.89
3.30 119.13 0.83 105.50 3.50 105.65 2.85 113.43 1.93 116.10 3.80 124.81 0.21
3.45 118.74 0.44 105.12 3.12 105.21 2.41 112.92 1.42 114.62 2.32 124.70 0.10
4. 0 118.63 0.33 104.67 2.67 104.73 1.93 112.57 1.07 113.74 1.44 124.66 0.06
4.15 118.55 0.25 104.26 2.26 104.31 1.51 112.33 0.83 113.31 1.01 124.64 0.04
4.30 118.51 0.21 103.92 1.92 103.97 1.17 112.16 0.66 113.06 0.76 124.63 0.03
4.45 118.48 0.18 103.65 1.65 103.69 0.89 112.05 0.55 112.90 0.60 124.62 0.02
5. 0 118.46 0.16 103.44 1.44 103.48 0.68 111.96 0.46 112.79 0.49 124.61 0.01
5.15 118.44 0.14 103.26 1.26 103.31 0.51 111.89 0.39 112.71 0.41 124.61 0.01
5.30 118.42 0.12 103.11 1.11 103.18 0.38 111.84 0.34 112.65 0.35 124.61 0.01
5.45 118.41 0.11 102.98 0.98 103.10 0.30 111.80 0.30 112.60 0.30 124.61 0.01
6. 0 118.40 0.10 102.87 0.87 103.06 0.26 111.76 0.26 112.56 0.26 124.61 0.01
6.15 118.39 0.09 102.77 0.77 103.02 0.22 111.74 0.24 112.53 0.23 124.60 0.00
6.30 118.38 0.08 102.68 0.68 102.99 0.19 111.71 0.21 112.51 0.21 124.60 0.00
6.45 118.38 0.08 102.61 0.61 102.97 0.17 111.70 0.20 112.49 0.19 124.60 0.00
7. 0 118.37 0.07 102.55 0.55 102.95 0.15 111.68 0.18 112.48 0.18 124.60 0.00
7.15 118.37 0.07 102.50 0.50 102.93 0.13 111.67 0.17 112.47 0.17 124.60 0.00
7.30 118.36 0.06 102.45 0.45 102.92 0.12 111.65 0.15 112.46 0.16 124.60 0.00
7.45 118.36 0.06 102.41 0.41 102.91 0.11 111.64 0.14 112.45 0.15 124.60 0.00
8. 0 118.35 0.05 102.38 0.38 102.90 0.10 111.63 0.13 112.44 0.14 124.60 0.0017--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' S U M M A R Y S T A T I S T I C S F O R J U N C T I O N S ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
UPPERMOST MAXIMUM TIME FEET OF FEET MAX. LENGTH
GROUND PIPE CROWN COMPUTED OF SURCHARGE DEPTH IS OF
JUNCTION ELEVATION ELEVATION DEPTH OCCURENCE AT MAX. BELOW GROUND SURCHARGE
NUMBER (FT) (FT) (FT) HR. MIN. DEPTH ELEVATION (MIN)
-------- --------- ---------- ------------------- --------- ------------ ---------
80408 138.00 128.60 13.40 0 32 9.40 0.00 153.0
80608 135.00 122.30 16.70 0 30 12.70 0.00 159.3
81009 137.00 132.70 3.36 0 27 0.00 5.44 0.0
81309 130.00 122.00 3.56 0 51 0.00 8.94 0.0
82309 155.00 118.50 21.68 0 33 15.48 21.02 165.3
10208 100.00 98.90 0.53 2 36 0.00 9.57 0.0
10309 111.00 110.60 4.22 3 1 0.00 5.18 0.0
15009 125.00 117.00 2.51 1 22 0.00 10.99 0.0
16009 120.00 111.00 3.87 3 0 0.00 14.13 0.0
16109 125.00 108.80 3.39 3 0 0.00 18.81 0.018--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
* * * * * * * * * * * * * * * T I M E H I S T O R Y O F F L O W A N D V E L O C I T Y * * * * * * * * * * * * * * *
Q(CFS), VEL(FPS)
TIME CONDUIT 1030 CONDUIT 1630 CONDUIT 1600 CONDUIT 1602 CONDUIT 1570 CONDUIT 8130
HR . MIN FLOW VEL FLOW VEL FLOW VEL FLOW VEL FLOW VEL FLOW VEL
0.15 0.00 0.4 0.00 0.2 0.09 0.6 6.33 1.6 0.00 0.3 0.25 1.0
0.30 0.00 0.3 0.51 1.3 20.74 4.3 47.72 2.9 1.08 1.1 13.33 3.5
0.45 21.08 3.5 88.59 5.0 69.12 5.4 68.02 3.9 18.93 2.2 44.19 5.0
1. 0 68.44 4.7 98.88 3.1 66.70 4.8 67.98 3.9 43.73 3.8 54.64 5.1
1.15 97.16 5.2 113.23 2.7 67.35 4.2 69.33 3.9 52.17 3.9 53.80 5.0
1.30 112.26 5.4 119.11 2.6 69.26 4.0 70.14 3.9 52.40 3.8 51.72 5.0
1.45 118.23 5.4 120.54 2.5 70.15 4.0 70.46 3.9 51.23 3.6 50.55 4.9
2. 0 120.08 5.4 120.69 2.5 70.48 3.9 70.56 3.9 50.43 3.6 50.09 4.9
2.15 120.51 5.5 120.62 2.5 70.57 3.9 70.58 3.9 50.09 3.6 49.97 4.9
2.30 120.57 5.5 120.58 2.5 70.59 3.9 70.59 3.9 49.99 3.6 49.97 4.9
2.45 120.57 5.5 120.57 2.4 70.59 3.9 70.59 3.9 49.98 3.6 49.98 4.9
3. 0 120.57 5.5 120.58 2.4 70.59 3.9 70.59 3.9 49.99 3.6 49.99 4.9
3.15 111.64 5.3 99.70 2.1 48.45 2.9 47.22 2.7 47.45 3.5 41.93 4.7
3.30 95.19 5.1 79.89 2.0 40.76 2.7 35.03 2.5 32.78 2.8 19.60 3.4
3.45 72.33 4.8 53.68 1.6 27.00 2.1 19.29 2.1 18.17 2.0 8.62 2.4
4. 0 50.49 4.4 33.38 1.4 14.68 1.5 7.90 1.4 10.21 1.4 4.33 1.9
4.15 34.73 4.0 22.09 1.2 9.14 1.2 3.90 1.0 6.10 1.1 2.42 1.5
4.30 24.37 3.6 15.25 1.1 6.08 1.0 2.19 0.8 3.84 0.9 1.47 1.3
4.45 16.76 3.3 10.60 1.0 4.12 0.9 1.33 0.7 2.58 0.7 0.94 1.1
5. 0 11.96 3.0 7.57 1.0 2.85 0.8 0.87 0.7 1.77 0.6 0.66 1.0
5.15 8.87 2.8 5.61 0.9 2.02 0.8 0.59 0.7 1.29 0.6 0.47 0.9
5.30 6.73 2.6 4.12 0.8 1.22 0.6 0.43 0.7 0.97 0.5 0.34 0.8
5.45 5.16 2.4 3.08 0.7 0.76 0.4 0.32 0.6 0.73 0.5 0.26 0.7
6. 0 4.01 2.2 2.37 0.7 0.51 0.4 0.23 0.6 0.56 0.4 0.20 0.7
6.15 3.17 2.1 1.86 0.7 0.38 0.3 0.17 0.5 0.44 0.4 0.17 0.7
6.30 2.54 2.0 1.50 0.7 0.30 0.3 0.13 0.5 0.35 0.4 0.15 0.7
6.45 2.07 1.9 1.24 0.6 0.24 0.3 0.11 0.5 0.31 0.4 0.13 0.6
7. 0 1.72 1.8 1.03 0.6 0.20 0.3 0.09 0.4 0.27 0.4 0.11 0.6
7.15 1.44 1.7 0.87 0.6 0.17 0.3 0.08 0.4 0.23 0.4 0.09 0.6
7.30 1.21 1.6 0.74 0.6 0.14 0.3 0.07 0.4 0.20 0.4 0.08 0.6
7.45 1.03 1.6 0.61 0.6 0.12 0.3 0.06 0.4 0.18 0.4 0.07 0.5
8. 0 0.88 1.5 0.49 0.5 0.11 0.3 0.06 0.4 0.16 0.4 0.07 0.519--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' S U M M A R Y S T A T I S T I C S F O R C O N D U I T S ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE
DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INVERT AT CONDUIT ENDS
CONDUIT FLOW VELOCITY DEPTH FLOW OCCURENCE VELOCITY OCCURENCE DESIGN UPSTREAM DOWNSTREAM
NUMBER (CFS) (FPS) (IN) (CFS) HR. MIN. (FPS) HR. MIN. FLOW (FT) (FT)
------- ------ -------- -------- ------------------- ------------------- -------- ----------------------
8040 73.6 5.9 48.0 50.8 0 19 6.4 0 18 0.7 13.40 16.70
8060 53.3 4.2 48.0 47.5 0 25 5.0 0 24 0.9 16.70 19.48
8100 78.1 4.9 54.0 61.0 0 37 5.5 0 34 0.8 3.36 3.56
8130 70.6 4.4 54.0 54.9 1 4 5.1 0 57 0.8 3.56 2.51
1030 3028.3 12.5 108.0 120.6 2 36 5.5 2 37 0.0 4.22 0.53
1570 123.6 5.2 66.0 52.7 1 22 3.9 1 10 0.4 2.51 3.87
1600 146.8 5.2 72.0 73.7 0 40 6.1 0 38 0.5 3.39 3.87
1630 2313.2 9.5 108.0 120.7 1 58 5.0 0 44 0.1 3.87 4.22
1602 43.4 2.2 60.0 70.6 2 33 4.0 0 28 1.6 21.68 3.3920--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
135.000 I INVERT ELEV- 118.30 FEET**********
I CROWN ELEV- 122.30 FEET *
I GROUND ELEV- 135.00 FEET *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
130.000 - * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
125.000 - * *
I * *
I * *
JUNCTION I * *
I * *
WATR SUR I * *
I * *
ELEV(FT) I * *
I ** *
I * *
120.000 - * *
I * *
I * ***
I* ******************************************************
I
I
I
I
I
I
115.000 I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
JUNCTION NUMBER 8060821--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
106.000 I INVERT ELEV- 102.00 FEET
I CROWN ELEV- 111.00 FEET************
I GROUND ELEV- 120.00 FEET **
I * **
I ** *
I * *
I * *
I * *
I * *
I * *
105.000 - * *
I * *
I * *
I ** *
I * *
I * *
I * *
I * *
I * *
I * *
104.000 - * *
I * *
I * *
JUNCTION I * **
I * *
WATR SUR I * *
I * ***
ELEV(FT) I * ***
I * **
I * **
103.000 - * **
I * ***
I * ***
I * ****
I * ****
I * *******
I * *******
I *
I *
I *
102.000 I****-----I---------I---------I---------I---------I---------I---------I---------I---------I---------I
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
JUNCTION NUMBER 1600922--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
110.000 I INVERT ELEV- 102.80 FEET
I CROWN ELEV- 108.80 FEET
I GROUND ELEV- 125.00 FEET
I
I
I
I
I
I
I
108.000 -
I
I
I
I
I
I
I
I
I ********************
106.000 - **** ***
I ** *** **
I * **** **
JUNCTION I * *
I * *
WATR SUR I * *
I * **
ELEV(FT) I * *
I * **
I * *
104.000 - * **
I * **
I * ***
I * *****
I * ******
I * ***************************
I** *
I
I
I
102.000 I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
JUNCTION NUMBER 1610923--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
114.400 I INVERT ELEV- 111.50 FEET
I CROWN ELEV- 117.00 FEET
I GROUND ELEV- 125.00 FEET
I
I
I ********
I ** *****************
I * *
I * *
I * *
113.600 - * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
112.800 - * *
I * *
I * *
JUNCTION I * *
I * *
WATR SUR I * *
I * *
ELEV(FT) I * **
I * **
I * **
112.000 - * **
I * *****
I * *****
I * *********
I * *****************
I * ***
I****
I
I
I
111.200 I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
JUNCTION NUMBER 1500924--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
144.000 I INVERT ELEV- 112.30 FEET
I CROWN ELEV- 118.50 FEET
I GROUND ELEV- 155.00 FEET
I
I
I
I
I
I
I
136.000 -
I
I
I *******************************
I * *
I * *
I * *
I * *
I * *
I * *
128.000 - * *
I * *
I * *
JUNCTION I * *
I * *
WATR SUR I * *
I * *
ELEV(FT) I * *
I * *
I * *
120.000 - * *
I * *
I * *
I * *
I * *
I * *
I * **
I * **
I * ******
I* **********************************************
112.000 I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
JUNCTION NUMBER 8230925--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
140.000 I INVERT ELEV- 124.60 FEET
I CROWN ELEV- 128.60 FEET
I GROUND ELEV- 138.00 FEET
I
I
I
I *
I *******************************
I * *
I * *
136.000 - * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
132.000 - * *
I * *
I * *
JUNCTION I * *
I * *
WATR SUR I * *
I * *
ELEV(FT) I * *
I * *
I * *
128.000 - * *
I * *
I * * *
I * *** *
I * *
I* *
I* *
I *
I **********************************************************
I
124.000 I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
JUNCTION NUMBER 8040826--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
160.000 I
I
I
I
I
I
I
I
I
I
120.000 - ******************
I ** *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
80.000 - * *
I * *
I * *
CONDUIT I * *
I * *
FLOW I * *
I * *
IN CFS I * *
I * *
I * *
40.000 - * *
I * *
I * *
I * *
I * *
I * **
I * **
I * ****
I * *******
I * **************
0.000 I*******--I---------I---------I---------I---------I---------I---------I---------I----****************
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
CONDUIT NUMBER 103027--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
160.000 I
I
I
I
I
I
I
I
I
I
120.000 - *********************
I ** *
I * *
I * *
I * *
I * *
I * *
I * * *
I * * *
I * *
80.000 - * *
I * *
I * *
CONDUIT I * *
I * *
FLOW I * *
I * *
IN CFS I * *
I * *
I * *
40.000 - * *
I * *
I * *
I * *
I * **
I * *
I * **
I * ***
I * ******
I * ************
0.000 I******---I---------I---------I---------I---------I---------I---------I-------***********************
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
CONDUIT NUMBER 163028--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
80.000 I
I
I
I *
I **
I ** *******************
I * * *** *
I * ***** *
I * *
I * *
60.000 - * *
I * *
I * *
I * *
I * *
I * *
I * **
I * *
I * *
I * *
40.000 - * *
I * *
I * *
CONDUIT I * *
I * *
FLOW I * *
I * *
IN CFS I * *
I * *
I * *
20.000 - * *
I * *
I * *
I * *
I * *
I * **
I * *
I * ***
I * ****
I * *********
0.000 I****-----I---------I---------I---------I---------I---------I---------I******************************
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
CONDUIT NUMBER 160029--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
80.000 I
I
I
I
I
I **********************
I ********* *
I * *
I * *
I * *
60.000 - * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
40.000 - * *
I * *
I * *
CONDUIT I * *
I * *
FLOW I * *
I * *
IN CFS I * *
I * *
I * *
20.000 - * *
I * *
I * *
I * *
I * *
I * *
I * *
I * *
I * ***
I * *******
0.000 I*--------I---------I---------I---------I---------I---------I-***************************************
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
CONDUIT NUMBER 160230--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
80.000 I
I
I
I
I
I
I
I
I
I
60.000 -
I
I
I
I *******
I * ******************
I * *
I * *
I * *
I * *
40.000 - * *
I * *
I * *
CONDUIT I * *
I * *
FLOW I * *
I * *
IN CFS I * *
I * *
I * *
20.000 - * *
I * *
I * *
I * *
I * *
I * *
I * **
I * **
I * ***
I * ***********
0.000 I*****----I---------I---------I---------I---------I---------I--------********************************
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
CONDUIT NUMBER 157031--------------------------------------------------------------------------------------------------------------------------------
ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION
WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC.
**** ANALYSIS MODULE **** ANNANDALE, VIRGINIA
EXTRAN USER'S MANUAL EXAMPLE PROBLEM 1
BASIC PIPE SYSTEM FROM FIGURE 8
80.000 I
I
I
I
I
I
I
I
I
I
60.000 -
I
I *
I *******
I * ***
I * *******************
I * *
I * *
I * *
I * *
40.000 - * *
I * *
I * *
CONDUIT I * *
I * *
FLOW I * *
I * *
IN CFS I * *
I * *
I * *
20.000 - * *
I * *
I * *
I * *
I * *
I * *
I * *
I * **
I * **
I * *******
0.000 I***------I---------I---------I---------I---------I--------******************************************
0.0 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 8.0
CONDUIT NUMBER 8130
32This run against the printed 1981 run
Example 1 against manual pages 33–66
1,356 printed values found in the OCR text and matched to this run.
Exact
1,271
93.7 %
Last digit
17
1.3 %
OCR
55
4.1 %
Mismatch
13
1.0 %
How a value is classed. Exact: same digits. Last digit: off by one in the last printed place, the size of a rounding difference. OCR: same length, and every differing digit is a pair the OCR confuses (3/5, 1/7, 8/3 …). Mismatch: anything else, which is what to check against the page.
All seven examples
Runs every manual deck here in your browser and scores each against its printed output.
Value by value
| Table | Row | Value | This run | Printed 1981 | Class | Page |
|---|---|---|---|---|---|---|
| Cycle print | cycle 45 | junction 80408 depth | 2.60 | 2.60 | Exact | 39 |
| Cycle print | cycle 45 | junction 80608 depth | 1.70 | 1.70 | Exact | 39 |
| Cycle print | cycle 45 | junction 81009 depth | 2.27 | 2.21 | OCR | 39 |
| Cycle print | cycle 45 | junction 82309 depth | 2.23 | 7.23 | OCR | 39 |
| Cycle print | cycle 45 | junction 10208 depth | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 45 | junction 10309 depth | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 45 | junction 15009 depth | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 45 | junction 16009 depth | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 45 | conduit 8040 flow | 42.76 | 42.76 | Exact | 39 |
| Cycle print | cycle 45 | conduit 8060 flow | 15.52 | 15.52 | Exact | 39 |
| Cycle print | cycle 45 | conduit 8100 flow | 15.81 | 13.81 | OCR | 39 |
| Cycle print | cycle 45 | conduit 8130 flow | 0.25 | 0.25 | Exact | 39 |
| Cycle print | cycle 45 | conduit 1030 flow | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 45 | conduit 1600 flow | 0.09 | 0.09 | Exact | 39 |
| Cycle print | cycle 45 | conduit 1630 flow | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 45 | conduit 1602 flow | 6.33 | 6.33 | Exact | 39 |
| Cycle print | cycle 45 | conduit 90010 flow | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 90 | junction 80408 depth | 2.26 | 2.26 | Exact | 39 |
| Cycle print | cycle 90 | junction 80608 depth | 3.82 | 3.82 | Exact | 39 |
| Cycle print | cycle 90 | junction 81009 depth | 3.32 | 3.32 | Exact | 39 |
| Cycle print | cycle 90 | junction 81309 depth | 2.12 | 2.12 | Exact | 39 |
| Cycle print | cycle 90 | junction 82309 depth | 9.57 | 9.57 | Exact | 39 |
| Cycle print | cycle 90 | junction 10208 depth | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 90 | junction 10309 depth | 0.08 | 0.08 | Exact | 39 |
| Cycle print | cycle 90 | junction 15009 depth | 0.37 | 0.37 | Exact | 39 |
| Cycle print | cycle 90 | junction 16009 depth | 0.55 | 0.55 | Exact | 39 |
| Cycle print | cycle 90 | junction 16109 depth | 2.05 | 2.05 | Exact | 39 |
| Cycle print | cycle 90 | conduit 8040 flow | 45.01 | 45.01 | Exact | 39 |
| Cycle print | cycle 90 | conduit 8060 flow | 8.34 | 8.34 | Exact | 39 |
| Cycle print | cycle 90 | conduit 8100 flow | 54.63 | 54.64 | Last digit | 39 |
| Cycle print | cycle 90 | conduit 8130 flow | 13.33 | 13.33 | Exact | 39 |
| Cycle print | cycle 90 | conduit 1030 flow | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 90 | conduit 1570 flow | 1.08 | 1.08 | Exact | 39 |
| Cycle print | cycle 90 | conduit 1600 flow | 20.74 | 20.74 | Exact | 39 |
| Cycle print | cycle 90 | conduit 1630 flow | 0.51 | 0.51 | Exact | 39 |
| Cycle print | cycle 90 | conduit 1602 flow | 47.72 | 47.72 | Exact | 39 |
| Cycle print | cycle 90 | conduit 90010 flow | 0.00 | 0.00 | Exact | 39 |
| Cycle print | cycle 135 | junction 80408 depth | 12.75 | 12.75 | Exact | 40 |
| Cycle print | cycle 135 | junction 80608 depth | 16.70 | 16.70 | Exact | 40 |
| Cycle print | cycle 135 | junction 81009 depth | 2.72 | 2.72 | Exact | 40 |
| Cycle print | cycle 135 | junction 81309 depth | 3.48 | 3.48 | Exact | 40 |
| Cycle print | cycle 135 | junction 82309 depth | 21.65 | 21.65 | Exact | 40 |
| Cycle print | cycle 135 | junction 10208 depth | 0.34 | 0.34 | Exact | 40 |
| Cycle print | cycle 135 | junction 10309 depth | 2.16 | 2.16 | Exact | 40 |
| Cycle print | cycle 135 | junction 15009 depth | 1.47 | 1.47 | Exact | 40 |
| Cycle print | cycle 135 | junction 16009 depth | 2.68 | 2.68 | Exact | 40 |
| Cycle print | cycle 135 | junction 16109 depth | 2.88 | 2.88 | Exact | 40 |
| Cycle print | cycle 135 | conduit 8040 flow | 45.00 | 45.00 | Exact | 40 |
| Cycle print | cycle 135 | conduit 8060 flow | 28.02 | 28.02 | Exact | 40 |
| Cycle print | cycle 135 | conduit 8100 flow | 52.98 | 52.98 | Exact | 40 |
| Cycle print | cycle 135 | conduit 8130 flow | 44.19 | 44.19 | Exact | 40 |
| Cycle print | cycle 135 | conduit 1030 flow | 21.08 | 21.08 | Exact | 40 |
| Cycle print | cycle 135 | conduit 1570 flow | 18.93 | 18.93 | Exact | 40 |
| Cycle print | cycle 135 | conduit 1600 flow | 69.12 | 69.12 | Exact | 40 |
| Cycle print | cycle 135 | conduit 1630 flow | 88.59 | 88.59 | Exact | 40 |
| Cycle print | cycle 135 | conduit 1602 flow | 68.02 | 68.02 | Exact | 40 |
| Cycle print | cycle 135 | conduit 90010 flow | 21.08 | 21.08 | Exact | 40 |
| Cycle print | cycle 180 | junction 80408 depth | 12.75 | 12.75 | Exact | 40 |
| Cycle print | cycle 180 | junction 80608 depth | 16.70 | 16.70 | Exact | 40 |
| Cycle print | cycle 180 | junction 81009 depth | 2.63 | 2.63 | Exact | 40 |
| Cycle print | cycle 180 | junction 81309 depth | 3.48 | 3.48 | Exact | 40 |
| Cycle print | cycle 180 | junction 82309 depth | 21.65 | 21.65 | Exact | 40 |
| Cycle print | cycle 180 | junction 10208 depth | 0.44 | 0.44 | Exact | 40 |
| Cycle print | cycle 180 | junction 10309 depth | 3.41 | 3.41 | Exact | 40 |
| Cycle print | cycle 180 | junction 15009 depth | 2.27 | 2.27 | Exact | 40 |
| Cycle print | cycle 180 | junction 16009 depth | 3.10 | 3.10 | Exact | 40 |
| Cycle print | cycle 180 | junction 16109 depth | 2.87 | 2.87 | Exact | 40 |
| Cycle print | cycle 180 | conduit 8040 flow | 45.00 | 45.00 | Exact | 40 |
| Cycle print | cycle 180 | conduit 8060 flow | 27.98 | 27.98 | Exact | 40 |
| Cycle print | cycle 180 | conduit 8100 flow | 50.24 | 50.24 | Exact | 40 |
| Cycle print | cycle 180 | conduit 8130 flow | 54.64 | 54.64 | Exact | 40 |
| Cycle print | cycle 180 | conduit 1030 flow | 68.44 | 68.44 | Exact | 40 |
| Cycle print | cycle 180 | conduit 1570 flow | 43.73 | 43.73 | Exact | 40 |
| Cycle print | cycle 180 | conduit 1600 flow | 66.70 | 66.70 | Exact | 40 |
| Cycle print | cycle 180 | conduit 1630 flow | 98.88 | 98.88 | Exact | 40 |
| Cycle print | cycle 180 | conduit 90010 flow | 68.44 | 68.44 | Exact | 40 |
| Cycle print | cycle 225 | junction 80408 depth | 12.75 | 12.75 | Exact | 40 |
| Cycle print | cycle 225 | junction 80608 depth | 16.70 | 16.70 | Exact | 40 |
| Cycle print | cycle 225 | junction 81009 depth | 2.62 | 2.62 | Exact | 40 |
| Cycle print | cycle 225 | junction 81309 depth | 3.25 | 3.25 | Exact | 40 |
| Cycle print | cycle 225 | junction 82309 depth | 21.54 | 21.54 | Exact | 40 |
| Cycle print | cycle 225 | junction 10208 depth | 0.49 | 0.49 | Exact | 40 |
| Cycle print | cycle 225 | junction 10309 depth | 3.90 | 3.90 | Exact | 40 |
| Cycle print | cycle 225 | junction 15009 depth | 2.50 | 2.50 | Exact | 40 |
| Cycle print | cycle 225 | junction 16009 depth | 3.55 | 3.55 | Exact | 40 |
| Cycle print | cycle 225 | junction 16109 depth | 3.13 | 3.13 | Exact | 40 |
| Cycle print | cycle 225 | conduit 8040 flow | 45.00 | 45.00 | Exact | 40 |
| Cycle print | cycle 225 | conduit 8060 flow | 29.32 | 29.32 | Exact | 40 |
| Cycle print | cycle 225 | conduit 8100 flow | 50.02 | 30.02 | OCR | 40 |
| Cycle print | cycle 225 | conduit 8130 flow | 53.80 | 53.80 | Exact | 40 |
| Cycle print | cycle 225 | conduit 1030 flow | 97.16 | 97.16 | Exact | 40 |
| Cycle print | cycle 225 | conduit 1600 flow | 67.35 | 67.33 | OCR | 40 |
| Cycle print | cycle 225 | conduit 1630 flow | 113.23 | 113.23 | Exact | 40 |
| Cycle print | cycle 225 | conduit 1602 flow | 69.33 | 69.33 | Exact | 40 |
| Cycle print | cycle 225 | conduit 90010 flow | 97.16 | 97.16 | Exact | 40 |
| Cycle print | cycle 270 | conduit 8040 flow | 45.00 | 45.00 | Exact | 41 |
| Cycle print | cycle 270 | conduit 8060 flow | 30.14 | 30.14 | Exact | 41 |
| Cycle print | cycle 270 | conduit 8100 flow | 50.00 | 50.00 | Exact | 41 |
| Cycle print | cycle 270 | conduit 8130 flow | 51.72 | 51.72 | Exact | 41 |
| Cycle print | cycle 270 | conduit 1030 flow | 112.26 | 112.26 | Exact | 41 |
| Cycle print | cycle 270 | conduit 1570 flow | 52.40 | 52.44 | Mismatch | 41 |
| Cycle print | cycle 270 | conduit 1600 flow | 69.26 | 69.26 | Exact | 41 |
| Cycle print | cycle 270 | conduit 1630 flow | 119.11 | 119.11 | Exact | 41 |
| Cycle print | cycle 270 | conduit 1602 flow | 70.14 | 70.14 | Exact | 41 |
| Cycle print | cycle 270 | conduit 90010 flow | 112.26 | 112.26 | Exact | 41 |
| Cycle print | cycle 315 | junction 80408 depth | 12.75 | 12.75 | Exact | 41 |
| Cycle print | cycle 315 | junction 80608 depth | 16.70 | 16.70 | Exact | 41 |
| Cycle print | cycle 315 | junction 81009 depth | 2.62 | 2.62 | Exact | 41 |
| Cycle print | cycle 315 | junction 81309 depth | 3.06 | 3.06 | Exact | 41 |
| Cycle print | cycle 315 | junction 10208 depth | 0.53 | 0.53 | Exact | 41 |
| Cycle print | cycle 315 | junction 10309 depth | 4.19 | 4.19 | Exact | 41 |
| Cycle print | cycle 315 | junction 15009 depth | 2.47 | 2.47 | Exact | 41 |
| Cycle print | cycle 315 | junction 16009 depth | 3.84 | 3.84 | Exact | 41 |
| Cycle print | cycle 315 | junction 16109 depth | 3.37 | 3.37 | Exact | 41 |
| Cycle print | cycle 315 | conduit 8040 flow | 45.00 | 45.00 | Exact | 41 |
| Cycle print | cycle 315 | conduit 8060 flow | 30.46 | 30.46 | Exact | 41 |
| Cycle print | cycle 315 | conduit 8100 flow | 50.00 | 30.00 | OCR | 41 |
| Cycle print | cycle 315 | conduit 8130 flow | 50.55 | 50.54 | Last digit | 41 |
| Cycle print | cycle 315 | conduit 1030 flow | 118.23 | 118.23 | Exact | 41 |
| Cycle print | cycle 315 | conduit 1570 flow | 51.23 | 51.23 | Exact | 41 |
| Cycle print | cycle 315 | conduit 1600 flow | 70.15 | 70.16 | Last digit | 41 |
| Cycle print | cycle 315 | conduit 1630 flow | 120.54 | 120.54 | Exact | 41 |
| Cycle print | cycle 315 | conduit 1602 flow | 70.46 | 70.46 | Exact | 41 |
| Cycle print | cycle 315 | conduit 90010 flow | 118.23 | 118.23 | Exact | 41 |
| Cycle print | cycle 360 | junction 80408 depth | 12.75 | 12.75 | Exact | 41 |
| Cycle print | cycle 360 | junction 80608 depth | 16.70 | 16.70 | Exact | 41 |
| Cycle print | cycle 360 | junction 81009 depth | 2.62 | 2.62 | Exact | 41 |
| Cycle print | cycle 360 | junction 81309 depth | 3.05 | 3.05 | Exact | 41 |
| Cycle print | cycle 360 | junction 82309 depth | 21.45 | 21.45 | Exact | 41 |
| Cycle print | cycle 360 | junction 10208 depth | 0.53 | 0.53 | Exact | 41 |
| Cycle print | cycle 360 | junction 10309 depth | 4.22 | 4.22 | Exact | 41 |
| Cycle print | cycle 360 | junction 15009 depth | 2.45 | 2.45 | Exact | 41 |
| Cycle print | cycle 360 | junction 16009 depth | 3.86 | 3.86 | Exact | 41 |
| Cycle print | cycle 360 | junction 16109 depth | 3.39 | 3.39 | Exact | 41 |
| Cycle print | cycle 360 | conduit 8040 flow | 45.00 | 45.00 | Exact | 41 |
| Cycle print | cycle 360 | conduit 8060 flow | 30.56 | 30.56 | Exact | 41 |
| Cycle print | cycle 360 | conduit 8100 flow | 50.00 | 50.00 | Exact | 41 |
| Cycle print | cycle 360 | conduit 8130 flow | 50.09 | 50.09 | Exact | 41 |
| Cycle print | cycle 360 | conduit 1030 flow | 120.08 | 120.08 | Exact | 41 |
| Cycle print | cycle 360 | conduit 1570 flow | 50.43 | 50.43 | Exact | 41 |
| Cycle print | cycle 360 | conduit 1600 flow | 70.48 | 70.48 | Exact | 41 |
| Cycle print | cycle 360 | conduit 1630 flow | 120.69 | 120.69 | Exact | 41 |
| Cycle print | cycle 360 | conduit 1602 flow | 70.56 | 70.56 | Exact | 41 |
| Cycle print | cycle 360 | conduit 90010 flow | 120.08 | 120.08 | Exact | 41 |
| Cycle print | cycle 405 | junction 80408 depth | 12.75 | 12.75 | Exact | 42 |
| Cycle print | cycle 405 | junction 81009 depth | 2.62 | 2.62 | Exact | 42 |
| Cycle print | cycle 405 | junction 81309 depth | 3.05 | 3.05 | Exact | 42 |
| Cycle print | cycle 405 | junction 82309 depth | 21.45 | 21.45 | Exact | 42 |
| Cycle print | cycle 405 | junction 10208 depth | 0.53 | 0.53 | Exact | 42 |
| Cycle print | cycle 405 | junction 10309 depth | 4.22 | 4.22 | Exact | 42 |
| Cycle print | cycle 405 | junction 15009 depth | 2.44 | 2.44 | Exact | 42 |
| Cycle print | cycle 405 | junction 16009 depth | 3.87 | 3.87 | Exact | 42 |
| Cycle print | cycle 405 | junction 16109 depth | 3.39 | 3.39 | Exact | 42 |
| Cycle print | cycle 405 | conduit 8040 flow | 45.00 | 45.00 | Exact | 42 |
| Cycle print | cycle 405 | conduit 8060 flow | 30.58 | 30.58 | Exact | 42 |
| Cycle print | cycle 405 | conduit 8100 flow | 50.00 | 50.00 | Exact | 42 |
| Cycle print | cycle 405 | conduit 8130 flow | 49.97 | 49.97 | Exact | 42 |
| Cycle print | cycle 405 | conduit 1030 flow | 120.51 | 120.51 | Exact | 42 |
| Cycle print | cycle 405 | conduit 1570 flow | 50.09 | 50.09 | Exact | 42 |
| Cycle print | cycle 405 | conduit 1600 flow | 70.57 | 70.57 | Exact | 42 |
| Cycle print | cycle 405 | conduit 1630 flow | 120.62 | 120.62 | Exact | 42 |
| Cycle print | cycle 405 | conduit 1602 flow | 70.58 | 70.58 | Exact | 42 |
| Cycle print | cycle 405 | conduit 90010 flow | 120.51 | 120.51 | Exact | 42 |
| Cycle print | cycle 450 | conduit 8040 flow | 45.00 | 45.00 | Exact | 42 |
| Cycle print | cycle 450 | conduit 8060 flow | 30.59 | 30.59 | Exact | 42 |
| Cycle print | cycle 450 | conduit 8100 flow | 50.00 | 50.00 | Exact | 42 |
| Cycle print | cycle 450 | conduit 8130 flow | 49.97 | 49.97 | Exact | 42 |
| Cycle print | cycle 450 | conduit 1030 flow | 120.57 | 120.57 | Exact | 42 |
| Cycle print | cycle 450 | conduit 1570 flow | 49.99 | 49.99 | Exact | 42 |
| Cycle print | cycle 450 | conduit 1600 flow | 70.59 | 70.59 | Exact | 42 |
| Cycle print | cycle 450 | conduit 1602 flow | 70.59 | 70.59 | Exact | 42 |
| Cycle print | cycle 450 | conduit 90010 flow | 120.57 | 120.57 | Exact | 42 |
| Cycle print | cycle 450 | junction 80408 depth | 12.75 | 12.75 | Exact | 42 |
| Cycle print | cycle 450 | junction 80608 depth | 16.70 | 16.70 | Exact | 42 |
| Cycle print | cycle 450 | junction 81009 depth | 2.62 | 2.62 | Exact | 42 |
| Cycle print | cycle 450 | junction 81309 depth | 3.05 | 3.05 | Exact | 42 |
| Cycle print | cycle 450 | junction 82309 depth | 21.45 | 21.45 | Exact | 42 |
| Cycle print | cycle 450 | junction 10208 depth | 0.53 | 0.53 | Exact | 42 |
| Cycle print | cycle 450 | junction 10309 depth | 4.22 | 4.22 | Exact | 42 |
| Cycle print | cycle 450 | junction 15009 depth | 2.44 | 2.44 | Exact | 42 |
| Cycle print | cycle 450 | junction 16009 depth | 3.87 | 3.87 | Exact | 42 |
| Cycle print | cycle 450 | junction 16109 depth | 3.39 | 3.39 | Exact | 42 |
| Cycle print | cycle 450 | conduit 1630 flow | 120.58 | 120.57 | Last digit | 42 |
| Cycle print | cycle 540 | junction 80408 depth | 12.75 | 12.75 | Exact | 43 |
| Cycle print | cycle 540 | junction 80608 depth | 16.70 | 16.70 | Exact | 43 |
| Cycle print | cycle 540 | junction 81009 depth | 2.62 | 2.62 | Exact | 43 |
| Cycle print | cycle 540 | junction 81309 depth | 3.05 | 3.05 | Exact | 43 |
| Cycle print | cycle 540 | junction 82309 depth | 21.45 | 21.45 | Exact | 43 |
| Cycle print | cycle 540 | junction 10309 depth | 4.22 | 4.22 | Exact | 43 |
| Cycle print | cycle 540 | junction 15009 depth | 2.44 | 2.44 | Exact | 43 |
| Cycle print | cycle 540 | junction 16009 depth | 3.87 | 3.87 | Exact | 43 |
| Cycle print | cycle 540 | junction 16109 depth | 3.39 | 3.39 | Exact | 43 |
| Cycle print | cycle 540 | conduit 8040 flow | 45.00 | 45.00 | Exact | 43 |
| Cycle print | cycle 540 | conduit 8060 flow | 30.59 | 30.59 | Exact | 43 |
| Cycle print | cycle 540 | conduit 8100 flow | 50.00 | 50.00 | Exact | 43 |
| Cycle print | cycle 540 | conduit 8130 flow | 49.99 | 49.99 | Exact | 43 |
| Cycle print | cycle 540 | conduit 1030 flow | 120.57 | 120.57 | Exact | 43 |
| Cycle print | cycle 540 | conduit 1570 flow | 49.99 | 49.99 | Exact | 43 |
| Cycle print | cycle 540 | conduit 1600 flow | 70.59 | 70.59 | Exact | 43 |
| Cycle print | cycle 540 | conduit 1630 flow | 120.58 | 120.58 | Exact | 43 |
| Cycle print | cycle 540 | conduit 1602 flow | 70.59 | 70.59 | Exact | 43 |
| Cycle print | cycle 540 | conduit 90010 flow | 120.57 | 120.57 | Exact | 43 |
| Cycle print | cycle 540 | conduit 82309 flow | 0.00 | 0.00 | Exact | 43 |
| Cycle print | cycle 540 | conduit 80408 flow | 0.00 | 0.00 | Exact | 43 |
| Cycle print | cycle 540 | junction 10208 depth | 0.53 | 0.52 | Last digit | 43 |
| Cycle print | cycle 630 | junction 80408 depth | 0.21 | 0.21 | Exact | 44 |
| Cycle print | cycle 630 | junction 80608 depth | 0.83 | 0.83 | Exact | 44 |
| Cycle print | cycle 630 | junction 81009 depth | 0.71 | 0.71 | Exact | 44 |
| Cycle print | cycle 630 | junction 81309 depth | 1.61 | 1.61 | Exact | 44 |
| Cycle print | cycle 630 | junction 82309 depth | 3.80 | 3.80 | Exact | 44 |
| Cycle print | cycle 630 | junction 10208 depth | 0.49 | 0.49 | Exact | 44 |
| Cycle print | cycle 630 | junction 10309 depth | 3.87 | 3.87 | Exact | 44 |
| Cycle print | cycle 630 | junction 16009 depth | 3.50 | 3.50 | Exact | 44 |
| Cycle print | cycle 630 | junction 16109 depth | 2.85 | 2.85 | Exact | 44 |
| Cycle print | cycle 630 | conduit 8040 flow | 0.43 | 0.43 | Exact | 44 |
| Cycle print | cycle 630 | conduit 8060 flow | 5.11 | 5.11 | Exact | 44 |
| Cycle print | cycle 630 | conduit 8100 flow | 4.31 | 4.32 | Last digit | 44 |
| Cycle print | cycle 630 | conduit 8130 flow | 19.60 | 19.60 | Exact | 44 |
| Cycle print | cycle 630 | conduit 1600 flow | 40.76 | 40.76 | Exact | 44 |
| Cycle print | cycle 630 | conduit 1630 flow | 79.89 | 79.89 | Exact | 44 |
| Cycle print | cycle 630 | conduit 1602 flow | 35.03 | 33.03 | OCR | 44 |
| Cycle print | cycle 630 | conduit 90010 flow | 95.19 | 95.20 | Last digit | 44 |
| Cycle print | cycle 675 | junction 80408 depth | 0.10 | 0.10 | Exact | 44 |
| Cycle print | cycle 675 | junction 80608 depth | 0.44 | 0.44 | Exact | 44 |
| Cycle print | cycle 675 | junction 81009 depth | 0.43 | 0.43 | Exact | 44 |
| Cycle print | cycle 675 | junction 81309 depth | 1.06 | 1.06 | Exact | 44 |
| Cycle print | cycle 675 | junction 82309 depth | 2.32 | 2.32 | Exact | 44 |
| Cycle print | cycle 675 | junction 10208 depth | 0.45 | 0.45 | Exact | 44 |
| Cycle print | cycle 675 | junction 10309 depth | 3.49 | 3.49 | Exact | 44 |
| Cycle print | cycle 675 | junction 15009 depth | 1.42 | 1.42 | Exact | 44 |
| Cycle print | cycle 675 | junction 16009 depth | 3.12 | 3.12 | Exact | 44 |
| Cycle print | cycle 675 | junction 16109 depth | 2.41 | 2.41 | Exact | 44 |
| Cycle print | cycle 675 | conduit 8060 flow | 0.88 | 0.88 | Exact | 44 |
| Cycle print | cycle 675 | conduit 8100 flow | 1.55 | 1.53 | OCR | 44 |
| Cycle print | cycle 675 | conduit 8130 flow | 8.62 | 8.62 | Exact | 44 |
| Cycle print | cycle 675 | conduit 1030 flow | 72.33 | 72.33 | Exact | 44 |
| Cycle print | cycle 675 | conduit 1570 flow | 18.17 | 18.17 | Exact | 44 |
| Cycle print | cycle 675 | conduit 1600 flow | 27.00 | 27.00 | Exact | 44 |
| Cycle print | cycle 675 | conduit 1630 flow | 53.68 | 53.68 | Exact | 44 |
| Cycle print | cycle 675 | conduit 1602 flow | 19.29 | 19.29 | Exact | 44 |
| Cycle print | cycle 675 | conduit 90010 flow | 72.33 | 72.13 | OCR | 44 |
| Cycle print | cycle 720 | junction 80408 depth | 0.06 | 0.06 | Exact | 44 |
| Cycle print | cycle 720 | junction 80608 depth | 0.33 | 0.33 | Exact | 44 |
| Cycle print | cycle 720 | junction 81009 depth | 0.30 | 0.30 | Exact | 44 |
| Cycle print | cycle 720 | junction 81309 depth | 0.75 | 0.75 | Exact | 44 |
| Cycle print | cycle 720 | junction 82309 depth | 1.44 | 1.44 | Exact | 44 |
| Cycle print | cycle 720 | junction 10208 depth | 0.41 | 0.41 | Exact | 44 |
| Cycle print | cycle 720 | junction 10309 depth | 3.05 | 3.05 | Exact | 44 |
| Cycle print | cycle 720 | junction 16009 depth | 2.67 | 2.67 | Exact | 44 |
| Cycle print | cycle 720 | junction 16109 depth | 1.93 | 1.93 | Exact | 44 |
| Cycle print | cycle 720 | conduit 8060 flow | 0.45 | 0.45 | Exact | 44 |
| Cycle print | cycle 720 | conduit 8100 flow | 0.72 | 0.72 | Exact | 44 |
| Cycle print | cycle 720 | conduit 8130 flow | 4.33 | 4.33 | Exact | 44 |
| Cycle print | cycle 720 | conduit 1030 flow | 50.49 | 50.49 | Exact | 44 |
| Cycle print | cycle 720 | conduit 1570 flow | 10.21 | 10.21 | Exact | 44 |
| Cycle print | cycle 720 | conduit 1600 flow | 14.68 | 14.68 | Exact | 44 |
| Cycle print | cycle 720 | conduit 1630 flow | 33.38 | 33.37 | Last digit | 44 |
| Cycle print | cycle 720 | conduit 1602 flow | 7.90 | 7.90 | Exact | 44 |
| Cycle print | cycle 720 | conduit 90010 flow | 50.49 | 50.49 | Exact | 44 |
| Cycle print | cycle 810 | conduit 8040 flow | 0.01 | 0.01 | Exact | 45 |
| Cycle print | cycle 810 | conduit 8060 flow | 0.14 | 0.14 | Exact | 45 |
| Cycle print | cycle 810 | conduit 8100 flow | 0.22 | 0.22 | Exact | 45 |
| Cycle print | cycle 810 | conduit 8130 flow | 1.47 | 1.47 | Exact | 45 |
| Cycle print | cycle 810 | conduit 1030 flow | 24.37 | 24.37 | Exact | 45 |
| Cycle print | cycle 810 | conduit 1570 flow | 3.84 | 3.84 | Exact | 45 |
| Cycle print | cycle 810 | conduit 1600 flow | 6.08 | 6.09 | Last digit | 45 |
| Cycle print | cycle 810 | conduit 1630 flow | 15.25 | 15.25 | Exact | 45 |
| Cycle print | cycle 810 | conduit 1602 flow | 2.19 | 2.19 | Exact | 45 |
| Cycle print | cycle 810 | conduit 90010 flow | 24.37 | 24.37 | Exact | 45 |
| Cycle print | cycle 855 | junction 80408 depth | 0.02 | 0.02 | Exact | 45 |
| Cycle print | cycle 855 | junction 81009 depth | 0.14 | 0.14 | Exact | 45 |
| Cycle print | cycle 855 | junction 81309 depth | 0.36 | 0.36 | Exact | 45 |
| Cycle print | cycle 855 | junction 10208 depth | 0.27 | 0.27 | Exact | 45 |
| Cycle print | cycle 855 | junction 10309 depth | 2.02 | 2.02 | Exact | 45 |
| Cycle print | cycle 855 | junction 16009 depth | 1.65 | 1.65 | Exact | 45 |
| Cycle print | cycle 855 | junction 16109 depth | 0.89 | 0.89 | Exact | 45 |
| Cycle print | cycle 855 | conduit 8040 flow | 0.01 | 0.01 | Exact | 45 |
| Cycle print | cycle 855 | conduit 8060 flow | 0.10 | 0.10 | Exact | 45 |
| Cycle print | cycle 855 | conduit 8100 flow | 0.16 | 0.16 | Exact | 45 |
| Cycle print | cycle 855 | conduit 8130 flow | 0.94 | 0.94 | Exact | 45 |
| Cycle print | cycle 855 | conduit 1030 flow | 16.76 | 16.76 | Exact | 45 |
| Cycle print | cycle 855 | conduit 1570 flow | 2.58 | 2.58 | Exact | 45 |
| Cycle print | cycle 855 | conduit 1600 flow | 4.12 | 4.12 | Exact | 45 |
| Cycle print | cycle 855 | conduit 1630 flow | 10.60 | 10.60 | Exact | 45 |
| Cycle print | cycle 855 | conduit 1602 flow | 1.33 | 1.33 | Exact | 45 |
| Cycle print | cycle 855 | conduit 90010 flow | 16.76 | 16.76 | Exact | 45 |
| Cycle print | cycle 900 | conduit 8040 flow | 0.01 | 0.01 | Exact | 46 |
| Cycle print | cycle 900 | conduit 8060 flow | 0.07 | 0.07 | Exact | 46 |
| Cycle print | cycle 900 | conduit 8100 flow | 0.11 | 0.11 | Exact | 46 |
| Cycle print | cycle 900 | conduit 8130 flow | 0.66 | 0.66 | Exact | 46 |
| Cycle print | cycle 900 | conduit 1030 flow | 11.96 | 11.96 | Exact | 46 |
| Cycle print | cycle 900 | conduit 1570 flow | 1.77 | 1.77 | Exact | 46 |
| Cycle print | cycle 900 | conduit 1600 flow | 2.85 | 2.85 | Exact | 46 |
| Cycle print | cycle 900 | conduit 1630 flow | 7.57 | 7.37 | OCR | 46 |
| Cycle print | cycle 900 | conduit 1602 flow | 0.87 | 0.87 | Exact | 46 |
| Cycle print | cycle 900 | conduit 90010 flow | 11.96 | 11.96 | Exact | 46 |
| Cycle print | cycle 945 | junction 80408 depth | 0.01 | 0.01 | Exact | 46 |
| Cycle print | cycle 945 | junction 80608 depth | 0.14 | 0.14 | Exact | 46 |
| Cycle print | cycle 945 | junction 81009 depth | 0.10 | 0.10 | Exact | 46 |
| Cycle print | cycle 945 | junction 81309 depth | 0.26 | 0.26 | Exact | 46 |
| Cycle print | cycle 945 | junction 82309 depth | 0.41 | 0.41 | Exact | 46 |
| Cycle print | cycle 945 | junction 10208 depth | 0.14 | 0.14 | Exact | 46 |
| Cycle print | cycle 945 | junction 10309 depth | 1.63 | 1.63 | Exact | 46 |
| Cycle print | cycle 945 | junction 15009 depth | 0.39 | 0.39 | Exact | 46 |
| Cycle print | cycle 945 | junction 16009 depth | 1.26 | 1.26 | Exact | 46 |
| Cycle print | cycle 945 | junction 16109 depth | 0.51 | 0.51 | Exact | 46 |
| Cycle print | cycle 945 | conduit 8040 flow | 0.00 | 0.00 | Exact | 46 |
| Cycle print | cycle 945 | conduit 8060 flow | 0.06 | 0.06 | Exact | 46 |
| Cycle print | cycle 945 | conduit 8100 flow | 0.09 | 0.09 | Exact | 46 |
| Cycle print | cycle 945 | conduit 8130 flow | 0.47 | 0.47 | Exact | 46 |
| Cycle print | cycle 945 | conduit 1030 flow | 8.87 | 8.87 | Exact | 46 |
| Cycle print | cycle 945 | conduit 1570 flow | 1.29 | 1.25 | Mismatch | 46 |
| Cycle print | cycle 945 | conduit 1600 flow | 2.02 | 2.02 | Exact | 46 |
| Cycle print | cycle 945 | conduit 1630 flow | 5.61 | 3.61 | OCR | 46 |
| Cycle print | cycle 945 | conduit 1602 flow | 0.59 | 0.59 | Exact | 46 |
| Cycle print | cycle 945 | conduit 90010 flow | 8.87 | 8.87 | Exact | 46 |
| Cycle print | cycle 990 | junction 80408 depth | 0.01 | 0.01 | Exact | 46 |
| Cycle print | cycle 990 | junction 80608 depth | 0.12 | 0.12 | Exact | 46 |
| Cycle print | cycle 990 | junction 81009 depth | 0.08 | 0.08 | Exact | 46 |
| Cycle print | cycle 990 | junction 81309 depth | 0.22 | 0.22 | Exact | 46 |
| Cycle print | cycle 990 | junction 82309 depth | 0.35 | 0.35 | Exact | 46 |
| Cycle print | cycle 990 | junction 10208 depth | 0.11 | 0.11 | Exact | 46 |
| Cycle print | cycle 990 | junction 10309 depth | 1.48 | 1.48 | Exact | 46 |
| Cycle print | cycle 990 | junction 15009 depth | 0.34 | 0.34 | Exact | 46 |
| Cycle print | cycle 990 | junction 16009 depth | 1.11 | 1.11 | Exact | 46 |
| Cycle print | cycle 990 | junction 16109 depth | 0.38 | 0.38 | Exact | 46 |
| Cycle print | cycle 990 | conduit 8040 flow | 0.00 | 0.00 | Exact | 46 |
| Cycle print | cycle 990 | conduit 8100 flow | 0.07 | 0.07 | Exact | 46 |
| Cycle print | cycle 990 | conduit 8130 flow | 0.34 | 0.34 | Exact | 46 |
| Cycle print | cycle 990 | conduit 1030 flow | 6.73 | 6.73 | Exact | 46 |
| Cycle print | cycle 990 | conduit 1570 flow | 0.97 | 0.97 | Exact | 46 |
| Cycle print | cycle 990 | conduit 1600 flow | 1.22 | 1.22 | Exact | 46 |
| Cycle print | cycle 990 | conduit 1630 flow | 4.12 | 4.12 | Exact | 46 |
| Cycle print | cycle 990 | conduit 1602 flow | 0.43 | 0.43 | Exact | 46 |
| Cycle print | cycle 990 | conduit 90010 flow | 6.73 | 6.73 | Exact | 46 |
| Cycle print | cycle 1035 | junction 80408 depth | 0.01 | 0.01 | Exact | 47 |
| Cycle print | cycle 1035 | junction 80608 depth | 0.11 | 0.11 | Exact | 47 |
| Cycle print | cycle 1035 | junction 81009 depth | 0.07 | 0.07 | Exact | 47 |
| Cycle print | cycle 1035 | junction 81309 depth | 0.20 | 0.20 | Exact | 47 |
| Cycle print | cycle 1035 | junction 82309 depth | 0.30 | 0.30 | Exact | 47 |
| Cycle print | cycle 1035 | junction 10208 depth | 0.08 | 0.08 | Exact | 47 |
| Cycle print | cycle 1035 | junction 10309 depth | 1.35 | 1.35 | Exact | 47 |
| Cycle print | cycle 1035 | junction 15009 depth | 0.30 | 0.30 | Exact | 47 |
| Cycle print | cycle 1035 | junction 16009 depth | 0.98 | 0.98 | Exact | 47 |
| Cycle print | cycle 1035 | junction 16109 depth | 0.30 | 0.30 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 8040 flow | 0.00 | 0.00 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 8060 flow | 0.04 | 0.04 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 8100 flow | 0.05 | 0.05 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 8130 flow | 0.26 | 0.26 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 1030 flow | 5.16 | 5.16 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 1570 flow | 0.73 | 0.73 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 1600 flow | 0.76 | 0.76 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 1630 flow | 3.08 | 3.08 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 1602 flow | 0.32 | 0.32 | Exact | 47 |
| Cycle print | cycle 1035 | conduit 90010 flow | 5.16 | 5.16 | Exact | 47 |
| Cycle print | cycle 1080 | junction 80408 depth | 0.01 | 0.01 | Exact | 47 |
| Cycle print | cycle 1080 | junction 80608 depth | 0.10 | 0.10 | Exact | 47 |
| Cycle print | cycle 1080 | junction 81009 depth | 0.06 | 0.06 | Exact | 47 |
| Cycle print | cycle 1080 | junction 81309 depth | 0.18 | 0.18 | Exact | 47 |
| Cycle print | cycle 1080 | junction 82309 depth | 0.26 | 0.26 | Exact | 47 |
| Cycle print | cycle 1080 | junction 10208 depth | 0.06 | 0.06 | Exact | 47 |
| Cycle print | cycle 1080 | junction 10309 depth | 1.24 | 1.24 | Exact | 47 |
| Cycle print | cycle 1080 | junction 15009 depth | 0.26 | 0.26 | Exact | 47 |
| Cycle print | cycle 1080 | junction 16009 depth | 0.87 | 0.87 | Exact | 47 |
| Cycle print | cycle 1080 | junction 16109 depth | 0.26 | 0.26 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 8040 flow | 0.00 | 0.00 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 8060 flow | 0.03 | 0.03 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 8100 flow | 0.04 | 0.04 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 8130 flow | 0.20 | 0.20 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 1030 flow | 4.01 | 4.01 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 1570 flow | 0.56 | 0.56 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 1600 flow | 0.51 | 0.31 | OCR | 47 |
| Cycle print | cycle 1080 | conduit 1630 flow | 2.37 | 7.37 | OCR | 47 |
| Cycle print | cycle 1080 | conduit 1602 flow | 0.23 | 0.23 | Exact | 47 |
| Cycle print | cycle 1080 | conduit 90010 flow | 4.01 | 4.01 | Exact | 47 |
| Cycle print | cycle 1125 | junction 80408 depth | 0.00 | 0.00 | Exact | 47 |
| Cycle print | cycle 1125 | junction 80608 depth | 0.09 | 0.09 | Exact | 47 |
| Cycle print | cycle 1125 | junction 81009 depth | 0.05 | 0.05 | Exact | 47 |
| Cycle print | cycle 1125 | junction 81309 depth | 0.16 | 0.16 | Exact | 47 |
| Cycle print | cycle 1125 | junction 82309 depth | 0.23 | 0.23 | Exact | 47 |
| Cycle print | cycle 1125 | junction 10208 depth | 0.05 | 0.05 | Exact | 47 |
| Cycle print | cycle 1125 | junction 10309 depth | 1.14 | 1.14 | Exact | 47 |
| Cycle print | cycle 1125 | junction 15009 depth | 0.24 | 0.24 | Exact | 47 |
| Cycle print | cycle 1125 | junction 16009 depth | 0.77 | 0.77 | Exact | 47 |
| Cycle print | cycle 1125 | junction 16109 depth | 0.22 | 0.22 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 8040 flow | 0.00 | 0.00 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 8060 flow | 0.03 | 0.03 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 8100 flow | 0.03 | 0.03 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 8130 flow | 0.17 | 0.17 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 1030 flow | 3.17 | 3.17 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 1570 flow | 0.44 | 0.44 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 1600 flow | 0.38 | 0.38 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 1630 flow | 1.86 | 1.86 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 1602 flow | 0.17 | 0.17 | Exact | 47 |
| Cycle print | cycle 1125 | conduit 90010 flow | 3.17 | 3.17 | Exact | 47 |
| Cycle print | cycle 1170 | junction 80608 depth | 0.08 | 0.08 | Exact | 48 |
| Cycle print | cycle 1170 | junction 81009 depth | 0.05 | 0.05 | Exact | 48 |
| Cycle print | cycle 1170 | junction 81309 depth | 0.14 | 0.14 | Exact | 48 |
| Cycle print | cycle 1170 | junction 82309 depth | 0.21 | 0.21 | Exact | 48 |
| Cycle print | cycle 1170 | junction 10208 depth | 0.04 | 0.04 | Exact | 48 |
| Cycle print | cycle 1170 | junction 10309 depth | 1.05 | 1.05 | Exact | 48 |
| Cycle print | cycle 1170 | junction 15009 depth | 0.21 | 0.21 | Exact | 48 |
| Cycle print | cycle 1170 | junction 16009 depth | 0.68 | 0.68 | Exact | 48 |
| Cycle print | cycle 1170 | junction 16109 depth | 0.19 | 0.19 | Exact | 48 |
| Cycle print | cycle 1170 | conduit 8060 flow | 0.03 | 0.03 | Exact | 48 |
| Cycle print | cycle 1170 | conduit 8100 flow | 0.03 | 0.02 | Last digit | 48 |
| Cycle print | cycle 1170 | conduit 8130 flow | 0.15 | 0.15 | Exact | 48 |
| Cycle print | cycle 1170 | conduit 1030 flow | 2.54 | 2.54 | Exact | 48 |
| Cycle print | cycle 1170 | conduit 1570 flow | 0.35 | 0.33 | OCR | 48 |
| Cycle print | cycle 1170 | conduit 1600 flow | 0.30 | 0.30 | Exact | 48 |
| Cycle print | cycle 1170 | conduit 1630 flow | 1.50 | 1.50 | Exact | 48 |
| Cycle print | cycle 1170 | conduit 1602 flow | 0.13 | 0.13 | Exact | 48 |
| Cycle print | cycle 1170 | conduit 90010 flow | 2.54 | 2.54 | Exact | 48 |
| Cycle print | cycle 1215 | junction 80408 depth | 0.00 | 0.00 | Exact | 48 |
| Cycle print | cycle 1215 | junction 80608 depth | 0.08 | 0.08 | Exact | 48 |
| Cycle print | cycle 1215 | junction 81009 depth | 0.04 | 0.04 | Exact | 48 |
| Cycle print | cycle 1215 | junction 81309 depth | 0.13 | 0.13 | Exact | 48 |
| Cycle print | cycle 1215 | junction 82309 depth | 0.19 | 0.19 | Exact | 48 |
| Cycle print | cycle 1215 | junction 10208 depth | 0.03 | 0.03 | Exact | 48 |
| Cycle print | cycle 1215 | junction 10309 depth | 0.98 | 0.98 | Exact | 48 |
| Cycle print | cycle 1215 | junction 16009 depth | 0.61 | 0.61 | Exact | 48 |
| Cycle print | cycle 1215 | junction 16109 depth | 0.17 | 0.17 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 8040 flow | 0.00 | 0.00 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 8060 flow | 0.02 | 0.02 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 8100 flow | 0.02 | 0.02 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 8130 flow | 0.13 | 0.13 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 1030 flow | 2.07 | 2.07 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 1570 flow | 0.31 | 0.31 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 1600 flow | 0.24 | 0.20 | Mismatch | 48 |
| Cycle print | cycle 1215 | conduit 1630 flow | 1.24 | 1.74 | OCR | 48 |
| Cycle print | cycle 1215 | conduit 1602 flow | 0.11 | 0.11 | Exact | 48 |
| Cycle print | cycle 1215 | conduit 90010 flow | 2.07 | 2.07 | Exact | 48 |
| Cycle print | cycle 1260 | junction 80408 depth | 0.00 | 0.00 | Exact | 48 |
| Cycle print | cycle 1260 | junction 80608 depth | 0.07 | 0.07 | Exact | 48 |
| Cycle print | cycle 1260 | junction 81009 depth | 0.04 | 0.04 | Exact | 48 |
| Cycle print | cycle 1260 | junction 81309 depth | 0.12 | 0.12 | Exact | 48 |
| Cycle print | cycle 1260 | junction 82309 depth | 0.18 | 0.18 | Exact | 48 |
| Cycle print | cycle 1260 | junction 10208 depth | 0.03 | 0.03 | Exact | 48 |
| Cycle print | cycle 1260 | junction 10309 depth | 0.91 | 0.91 | Exact | 48 |
| Cycle print | cycle 1260 | junction 15009 depth | 0.18 | 0.18 | Exact | 48 |
| Cycle print | cycle 1260 | junction 16109 depth | 0.15 | 0.15 | Exact | 48 |
| Cycle print | cycle 1350 | junction 80408 depth | 0.00 | 0.00 | Exact | 49 |
| Cycle print | cycle 1350 | junction 81009 depth | 0.03 | 0.03 | Exact | 49 |
| Cycle print | cycle 1350 | junction 81309 depth | 0.10 | 0.10 | Exact | 49 |
| Cycle print | cycle 1350 | junction 82309 depth | 0.16 | 0.16 | Exact | 49 |
| Cycle print | cycle 1350 | junction 10208 depth | 0.02 | 0.02 | Exact | 49 |
| Cycle print | cycle 1350 | junction 10309 depth | 0.80 | 0.80 | Exact | 49 |
| Cycle print | cycle 1350 | junction 15009 depth | 0.15 | 0.13 | OCR | 49 |
| Cycle print | cycle 1350 | junction 16009 depth | 0.45 | 0.45 | Exact | 49 |
| Cycle print | cycle 1350 | junction 16109 depth | 0.12 | 0.12 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 8060 flow | 0.02 | 0.02 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 8100 flow | 0.01 | 0.01 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 8130 flow | 0.08 | 0.08 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 1030 flow | 1.21 | 1.21 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 1600 flow | 0.14 | 0.14 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 1630 flow | 0.74 | 0.74 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 1602 flow | 0.07 | 0.07 | Exact | 49 |
| Cycle print | cycle 1350 | conduit 90010 flow | 1.21 | 1.21 | Exact | 49 |
| Cycle print | cycle 1395 | junction 80408 depth | 0.00 | 0.00 | Exact | 49 |
| Cycle print | cycle 1395 | junction 80608 depth | 0.06 | 0.06 | Exact | 49 |
| Cycle print | cycle 1395 | junction 81009 depth | 0.03 | 0.03 | Exact | 49 |
| Cycle print | cycle 1395 | junction 81309 depth | 0.09 | 0.09 | Exact | 49 |
| Cycle print | cycle 1395 | junction 82309 depth | 0.15 | 0.15 | Exact | 49 |
| Cycle print | cycle 1395 | junction 10208 depth | 0.02 | 0.02 | Exact | 49 |
| Cycle print | cycle 1395 | junction 10309 depth | 0.76 | 0.76 | Exact | 49 |
| Cycle print | cycle 1395 | junction 15009 depth | 0.14 | 0.14 | Exact | 49 |
| Cycle print | cycle 1395 | junction 16009 depth | 0.41 | 0.41 | Exact | 49 |
| Cycle print | cycle 1395 | junction 16109 depth | 0.11 | 0.11 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 8040 flow | 0.00 | 0.00 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 8060 flow | 0.01 | 0.01 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 8100 flow | 0.01 | 0.01 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 8130 flow | 0.07 | 0.07 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 1030 flow | 1.03 | 1.03 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 1570 flow | 0.18 | 0.18 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 1600 flow | 0.12 | 0.12 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 1630 flow | 0.61 | 0.61 | Exact | 49 |
| Cycle print | cycle 1395 | conduit 1602 flow | 0.06 | 0.06 | Exact | 49 |
| Cycle print | cycle 1440 | junction 80408 depth | 0.00 | 0.00 | Exact | 49 |
| Cycle print | cycle 1440 | junction 80608 depth | 0.05 | 0.05 | Exact | 49 |
| Cycle print | cycle 1440 | junction 81009 depth | 0.02 | 0.02 | Exact | 49 |
| Cycle print | cycle 1440 | junction 82309 depth | 0.14 | 0.14 | Exact | 49 |
| Cycle print | cycle 1440 | junction 10208 depth | 0.01 | 0.01 | Exact | 49 |
| Cycle print | cycle 1440 | junction 10309 depth | 0.71 | 0.71 | Exact | 49 |
| Cycle print | cycle 1440 | junction 15009 depth | 0.13 | 0.13 | Exact | 49 |
| Cycle print | cycle 1440 | junction 16009 depth | 0.38 | 0.38 | Exact | 49 |
| Cycle print | cycle 1440 | junction 16109 depth | 0.10 | 0.10 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 8040 flow | 0.00 | 0.00 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 8060 flow | 0.01 | 0.01 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 8100 flow | 0.01 | 0.01 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 8130 flow | 0.07 | 0.07 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 1030 flow | 0.88 | 0.88 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 1570 flow | 0.16 | 0.16 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 1600 flow | 0.11 | 0.11 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 1630 flow | 0.49 | 0.49 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 1602 flow | 0.06 | 0.06 | Exact | 49 |
| Cycle print | cycle 1440 | conduit 90010 flow | 0.88 | 0.88 | Exact | 49 |
| H.G.L. history | 0.15 h | 80608 elev | 120.00 | 120.00 | Exact | 51 |
| H.G.L. history | 0.15 h | 80608 depth | 1.70 | 1.70 | Exact | 51 |
| H.G.L. history | 0.15 h | 16009 elev | 102.00 | 102.00 | Exact | 51 |
| H.G.L. history | 0.15 h | 16009 depth | 0.00 | 0.00 | Exact | 51 |
| H.G.L. history | 0.15 h | 16109 elev | 102.97 | 102.97 | Exact | 51 |
| H.G.L. history | 0.15 h | 16109 depth | 0.17 | 0.17 | Exact | 51 |
| H.G.L. history | 0.15 h | 15009 elev | 111.50 | 111.50 | Exact | 51 |
| H.G.L. history | 0.15 h | 15009 depth | 0.00 | 0.00 | Exact | 51 |
| H.G.L. history | 0.15 h | 82309 elev | 114.53 | 114.53 | Exact | 51 |
| H.G.L. history | 0.15 h | 82309 depth | 2.23 | 2.23 | Exact | 51 |
| H.G.L. history | 0.15 h | 80408 elev | 127.20 | 127.20 | Exact | 51 |
| H.G.L. history | 0.15 h | 80408 depth | 2.60 | 2.60 | Exact | 51 |
| H.G.L. history | 0.30 h | 80608 elev | 122.12 | 122.12 | Exact | 51 |
| H.G.L. history | 0.30 h | 80608 depth | 3.82 | 3.82 | Exact | 51 |
| H.G.L. history | 0.30 h | 16009 elev | 102.55 | 102.55 | Exact | 51 |
| H.G.L. history | 0.30 h | 16009 depth | 0.55 | 0.55 | Exact | 51 |
| H.G.L. history | 0.30 h | 16109 elev | 104.85 | 104.85 | Exact | 51 |
| H.G.L. history | 0.30 h | 16109 depth | 2.05 | 2.05 | Exact | 51 |
| H.G.L. history | 0.30 h | 15009 elev | 111.87 | 111.87 | Exact | 51 |
| H.G.L. history | 0.30 h | 15009 depth | 0.37 | 0.37 | Exact | 51 |
| H.G.L. history | 0.30 h | 82309 elev | 121.87 | 121.87 | Exact | 51 |
| H.G.L. history | 0.30 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 0.30 h | 80408 elev | 126.86 | 126.86 | Exact | 51 |
| H.G.L. history | 0.30 h | 80408 depth | 2.26 | 2.26 | Exact | 51 |
| H.G.L. history | 0.45 h | 80608 elev | 135.00 | 135.00 | Exact | 51 |
| H.G.L. history | 0.45 h | 80608 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 0.45 h | 16009 elev | 104.68 | 104.68 | Exact | 51 |
| H.G.L. history | 0.45 h | 16009 depth | 2.68 | 2.68 | Exact | 51 |
| H.G.L. history | 0.45 h | 16109 elev | 105.68 | 105.68 | Exact | 51 |
| H.G.L. history | 0.45 h | 16109 depth | 2.88 | 2.88 | Exact | 51 |
| H.G.L. history | 0.45 h | 15009 elev | 112.97 | 112.97 | Exact | 51 |
| H.G.L. history | 0.45 h | 15009 depth | 1.47 | 1.47 | Exact | 51 |
| H.G.L. history | 0.45 h | 82309 elev | 133.95 | 133.75 | Mismatch | 51 |
| H.G.L. history | 0.45 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 0.45 h | 80408 elev | 137.35 | 117.31 | OCR | 51 |
| H.G.L. history | 0.45 h | 80408 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.00 h | 80608 elev | 135.00 | 135.00 | Exact | 51 |
| H.G.L. history | 1.00 h | 80608 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.00 h | 16009 elev | 105.10 | 105.10 | Exact | 51 |
| H.G.L. history | 1.00 h | 16009 depth | 3.10 | 3.10 | Exact | 51 |
| H.G.L. history | 1.00 h | 16109 elev | 105.67 | 105.67 | Exact | 51 |
| H.G.L. history | 1.00 h | 16109 depth | 2.87 | 2.87 | Exact | 51 |
| H.G.L. history | 1.00 h | 15009 elev | 113.77 | 113.77 | Exact | 51 |
| H.G.L. history | 1.00 h | 15009 depth | 2.27 | 2.27 | Exact | 51 |
| H.G.L. history | 1.00 h | 82309 elev | 133.95 | 133.95 | Exact | 51 |
| H.G.L. history | 1.00 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 1.00 h | 80408 elev | 137.35 | 137.35 | Exact | 51 |
| H.G.L. history | 1.00 h | 80408 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.15 h | 80608 elev | 135.00 | 133.00 | OCR | 51 |
| H.G.L. history | 1.15 h | 80608 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.15 h | 16009 elev | 105.55 | 105.55 | Exact | 51 |
| H.G.L. history | 1.15 h | 16009 depth | 3.55 | 3.55 | Exact | 51 |
| H.G.L. history | 1.15 h | 16109 elev | 105.93 | 105.93 | Exact | 51 |
| H.G.L. history | 1.15 h | 16109 depth | 3.13 | 3.13 | Exact | 51 |
| H.G.L. history | 1.15 h | 15009 elev | 114.00 | 114.00 | Exact | 51 |
| H.G.L. history | 1.15 h | 15009 depth | 2.50 | 2.54 | Mismatch | 51 |
| H.G.L. history | 1.15 h | 82309 elev | 133.84 | 133.84 | Exact | 51 |
| H.G.L. history | 1.15 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 1.15 h | 80408 elev | 137.35 | 137.35 | Exact | 51 |
| H.G.L. history | 1.15 h | 80408 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.30 h | 80608 elev | 135.00 | 135.00 | Exact | 51 |
| H.G.L. history | 1.30 h | 80608 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.30 h | 16009 elev | 105.76 | 101.76 | OCR | 51 |
| H.G.L. history | 1.30 h | 16009 depth | 3.76 | 3.76 | Exact | 51 |
| H.G.L. history | 1.30 h | 16109 elev | 106.10 | 106.10 | Exact | 51 |
| H.G.L. history | 1.30 h | 16109 depth | 3.30 | 3.30 | Exact | 51 |
| H.G.L. history | 1.30 h | 15009 elev | 114.00 | 114.00 | Exact | 51 |
| H.G.L. history | 1.30 h | 15009 depth | 2.50 | 2.50 | Exact | 51 |
| H.G.L. history | 1.30 h | 82309 elev | 133.78 | 133.71 | OCR | 51 |
| H.G.L. history | 1.30 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 1.30 h | 80408 elev | 137.35 | 137.35 | Exact | 51 |
| H.G.L. history | 1.30 h | 80408 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.45 h | 80608 elev | 135.00 | 135.00 | Exact | 51 |
| H.G.L. history | 1.45 h | 80608 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 1.45 h | 16009 elev | 105.84 | 101.84 | OCR | 51 |
| H.G.L. history | 1.45 h | 16009 depth | 3.84 | 3.84 | Exact | 51 |
| H.G.L. history | 1.45 h | 16109 elev | 106.17 | 106.17 | Exact | 51 |
| H.G.L. history | 1.45 h | 16109 depth | 3.37 | 3.37 | Exact | 51 |
| H.G.L. history | 1.45 h | 15009 elev | 113.97 | 113.97 | Exact | 51 |
| H.G.L. history | 1.45 h | 15009 depth | 2.47 | 2.47 | Exact | 51 |
| H.G.L. history | 1.45 h | 82309 elev | 133.76 | 133.76 | Exact | 51 |
| H.G.L. history | 1.45 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 1.45 h | 80408 elev | 137.35 | 117.33 | OCR | 51 |
| H.G.L. history | 1.45 h | 80408 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 2.00 h | 80608 elev | 135.00 | 135.00 | Exact | — |
| H.G.L. history | 2.00 h | 80608 depth | 4.00 | 4.00 | Exact | — |
| H.G.L. history | 2.00 h | 16009 elev | 105.86 | 105.86 | Exact | — |
| H.G.L. history | 2.00 h | 16009 depth | 3.86 | 3.86 | Exact | — |
| H.G.L. history | 2.00 h | 16109 elev | 106.19 | 106.19 | Exact | — |
| H.G.L. history | 2.00 h | 16109 depth | 3.39 | 3.39 | Exact | — |
| H.G.L. history | 2.00 h | 15009 elev | 113.95 | 113.95 | Exact | — |
| H.G.L. history | 2.00 h | 15009 depth | 2.45 | 2.45 | Exact | — |
| H.G.L. history | 2.00 h | 82309 elev | 133.75 | 133.75 | Exact | — |
| H.G.L. history | 2.00 h | 82309 depth | 6.20 | 6.20 | Exact | — |
| H.G.L. history | 2.00 h | 80408 elev | 137.35 | 137.35 | Exact | — |
| H.G.L. history | 2.00 h | 80408 depth | 4.00 | 4.00 | Exact | — |
| H.G.L. history | 2.15 h | 80608 elev | 135.00 | 135.00 | Exact | 51 |
| H.G.L. history | 2.15 h | 80608 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 2.15 h | 16009 elev | 105.87 | 103.87 | OCR | 51 |
| H.G.L. history | 2.15 h | 16009 depth | 3.87 | 3.87 | Exact | 51 |
| H.G.L. history | 2.15 h | 16109 elev | 106.19 | 106.19 | Exact | 51 |
| H.G.L. history | 2.15 h | 16109 depth | 3.39 | 3.39 | Exact | 51 |
| H.G.L. history | 2.15 h | 15009 elev | 113.94 | 113.94 | Exact | 51 |
| H.G.L. history | 2.15 h | 15009 depth | 2.44 | 2.44 | Exact | 51 |
| H.G.L. history | 2.15 h | 82309 elev | 133.75 | 133.75 | Exact | 51 |
| H.G.L. history | 2.15 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 2.15 h | 80408 elev | 137.35 | 137.35 | Exact | 51 |
| H.G.L. history | 2.15 h | 80408 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 2.30 h | 80608 elev | 135.00 | 135.00 | Exact | 51 |
| H.G.L. history | 2.30 h | 80608 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 2.30 h | 16009 elev | 105.87 | 103.87 | OCR | 51 |
| H.G.L. history | 2.30 h | 16009 depth | 3.87 | 3.87 | Exact | 51 |
| H.G.L. history | 2.30 h | 16109 elev | 106.19 | 106.19 | Exact | 51 |
| H.G.L. history | 2.30 h | 16109 depth | 3.39 | 3.39 | Exact | 51 |
| H.G.L. history | 2.30 h | 15009 elev | 113.94 | 113.94 | Exact | 51 |
| H.G.L. history | 2.30 h | 15009 depth | 2.44 | 2.44 | Exact | 51 |
| H.G.L. history | 2.30 h | 82309 elev | 133.75 | 133.75 | Exact | 51 |
| H.G.L. history | 2.30 h | 82309 depth | 6.20 | 6.20 | Exact | 51 |
| H.G.L. history | 2.30 h | 80408 elev | 137.35 | 137.35 | Exact | 51 |
| H.G.L. history | 2.30 h | 80408 depth | 4.00 | 4.00 | Exact | 51 |
| H.G.L. history | 3.00 h | 80608 elev | 135.00 | 135.00 | Exact | — |
| H.G.L. history | 3.00 h | 80608 depth | 4.00 | 4.00 | Exact | — |
| H.G.L. history | 3.00 h | 16009 elev | 105.87 | 105.87 | Exact | — |
| H.G.L. history | 3.00 h | 16009 depth | 3.87 | 3.87 | Exact | — |
| H.G.L. history | 3.00 h | 16109 elev | 106.19 | 106.19 | Exact | — |
| H.G.L. history | 3.00 h | 16109 depth | 3.39 | 3.39 | Exact | — |
| H.G.L. history | 3.00 h | 15009 elev | 113.94 | 113.94 | Exact | — |
| H.G.L. history | 3.00 h | 15009 depth | 2.44 | 2.44 | Exact | — |
| H.G.L. history | 3.00 h | 82309 elev | 133.75 | 133.73 | OCR | — |
| H.G.L. history | 3.00 h | 82309 depth | 6.20 | 6.20 | Exact | — |
| H.G.L. history | 3.00 h | 80408 elev | 137.35 | 137.35 | Exact | — |
| H.G.L. history | 3.00 h | 80408 depth | 4.00 | 4.00 | Exact | — |
| H.G.L. history | 3.15 h | 80608 elev | 120.89 | 120.89 | Exact | 51 |
| H.G.L. history | 3.15 h | 80608 depth | 2.59 | 2.59 | Exact | 51 |
| H.G.L. history | 3.15 h | 16009 elev | 105.75 | 105.75 | Exact | 51 |
| H.G.L. history | 3.15 h | 16009 depth | 3.75 | 3.75 | Exact | 51 |
| H.G.L. history | 3.15 h | 16109 elev | 105.92 | 103.92 | OCR | 51 |
| H.G.L. history | 3.15 h | 16109 depth | 3.12 | 3.12 | Exact | 51 |
| H.G.L. history | 3.15 h | 15009 elev | 113.86 | 113.36 | OCR | 51 |
| H.G.L. history | 3.15 h | 15009 depth | 2.36 | 2.36 | Exact | 51 |
| H.G.L. history | 3.15 h | 82309 elev | 118.19 | 118.19 | Exact | 51 |
| H.G.L. history | 3.15 h | 82309 depth | 5.89 | 5.89 | Exact | 51 |
| H.G.L. history | 3.15 h | 80408 elev | 125.49 | 125.49 | Exact | 51 |
| H.G.L. history | 3.15 h | 80408 depth | 0.89 | 0.89 | Exact | 51 |
| H.G.L. history | 3.30 h | 80608 elev | 119.13 | 119.13 | Exact | 51 |
| H.G.L. history | 3.30 h | 80608 depth | 0.83 | 0.83 | Exact | 51 |
| H.G.L. history | 3.30 h | 16009 elev | 105.50 | 105.50 | Exact | 51 |
| H.G.L. history | 3.30 h | 16009 depth | 3.50 | 3.50 | Exact | 51 |
| H.G.L. history | 3.30 h | 16109 elev | 105.65 | 105.65 | Exact | 51 |
| H.G.L. history | 3.30 h | 16109 depth | 2.85 | 2.85 | Exact | 51 |
| H.G.L. history | 3.30 h | 15009 elev | 113.43 | 113.43 | Exact | 51 |
| H.G.L. history | 3.30 h | 15009 depth | 1.93 | 1.93 | Exact | 51 |
| H.G.L. history | 3.30 h | 82309 elev | 116.10 | 116.10 | Exact | 51 |
| H.G.L. history | 3.30 h | 82309 depth | 3.80 | 3.80 | Exact | 51 |
| H.G.L. history | 3.30 h | 80408 elev | 124.81 | 124.81 | Exact | 51 |
| H.G.L. history | 3.30 h | 80408 depth | 0.21 | 0.21 | Exact | 51 |
| H.G.L. history | 3.45 h | 80608 elev | 118.74 | 118.74 | Exact | 51 |
| H.G.L. history | 3.45 h | 80608 depth | 0.44 | 0.44 | Exact | 51 |
| H.G.L. history | 3.45 h | 16009 elev | 105.12 | 105.12 | Exact | 51 |
| H.G.L. history | 3.45 h | 16009 depth | 3.12 | 3.12 | Exact | 51 |
| H.G.L. history | 3.45 h | 16109 elev | 105.21 | 105.21 | Exact | 51 |
| H.G.L. history | 3.45 h | 16109 depth | 2.41 | 2.41 | Exact | 51 |
| H.G.L. history | 3.45 h | 15009 elev | 112.92 | 112.92 | Exact | 51 |
| H.G.L. history | 3.45 h | 15009 depth | 1.42 | 1.42 | Exact | 51 |
| H.G.L. history | 3.45 h | 82309 elev | 114.62 | 114.62 | Exact | 51 |
| H.G.L. history | 3.45 h | 82309 depth | 2.32 | 2.32 | Exact | 51 |
| H.G.L. history | 3.45 h | 80408 elev | 124.70 | 124.70 | Exact | 51 |
| H.G.L. history | 3.45 h | 80408 depth | 0.10 | 0.10 | Exact | 51 |
| H.G.L. history | 4.00 h | 80608 elev | 118.63 | 118.63 | Exact | — |
| H.G.L. history | 4.00 h | 80608 depth | 0.33 | 0.33 | Exact | — |
| H.G.L. history | 4.00 h | 16009 elev | 104.67 | 104.67 | Exact | — |
| H.G.L. history | 4.00 h | 16009 depth | 2.67 | 2.67 | Exact | — |
| H.G.L. history | 4.00 h | 16109 elev | 104.73 | 104.73 | Exact | — |
| H.G.L. history | 4.00 h | 16109 depth | 1.93 | 1.93 | Exact | — |
| H.G.L. history | 4.00 h | 15009 elev | 112.57 | 112.37 | OCR | — |
| H.G.L. history | 4.00 h | 15009 depth | 1.07 | 1.07 | Exact | — |
| H.G.L. history | 4.00 h | 82309 elev | 113.74 | 113.74 | Exact | — |
| H.G.L. history | 4.00 h | 82309 depth | 1.44 | 1.44 | Exact | — |
| H.G.L. history | 4.00 h | 80408 elev | 124.66 | 124.66 | Exact | — |
| H.G.L. history | 4.00 h | 80408 depth | 0.06 | 0.06 | Exact | — |
| H.G.L. history | 4.15 h | 80608 elev | 118.55 | 118.33 | OCR | 51 |
| H.G.L. history | 4.15 h | 80608 depth | 0.25 | 0.25 | Exact | 51 |
| H.G.L. history | 4.15 h | 16009 elev | 104.26 | 104.26 | Exact | 51 |
| H.G.L. history | 4.15 h | 16009 depth | 2.26 | 2.26 | Exact | 51 |
| H.G.L. history | 4.15 h | 16109 elev | 104.31 | 104.31 | Exact | 51 |
| H.G.L. history | 4.15 h | 16109 depth | 1.51 | 1.51 | Exact | 51 |
| H.G.L. history | 4.15 h | 15009 elev | 112.33 | 112.33 | Exact | 51 |
| H.G.L. history | 4.15 h | 15009 depth | 0.83 | 0.33 | OCR | 51 |
| H.G.L. history | 4.15 h | 82309 elev | 113.31 | 113.31 | Exact | 51 |
| H.G.L. history | 4.15 h | 82309 depth | 1.01 | 1.01 | Exact | 51 |
| H.G.L. history | 4.15 h | 80408 elev | 124.64 | 124.64 | Exact | 51 |
| H.G.L. history | 4.15 h | 80408 depth | 0.04 | 0.04 | Exact | 51 |
| H.G.L. history | 4.30 h | 80608 elev | 118.51 | 118.51 | Exact | 51 |
| H.G.L. history | 4.30 h | 80608 depth | 0.21 | 0.21 | Exact | 51 |
| H.G.L. history | 4.30 h | 16009 elev | 103.92 | 103.92 | Exact | 51 |
| H.G.L. history | 4.30 h | 16009 depth | 1.92 | 1.92 | Exact | 51 |
| H.G.L. history | 4.30 h | 16109 elev | 103.97 | 103.97 | Exact | 51 |
| H.G.L. history | 4.30 h | 16109 depth | 1.17 | 1.17 | Exact | 51 |
| H.G.L. history | 4.30 h | 15009 elev | 112.16 | 112.16 | Exact | 51 |
| H.G.L. history | 4.30 h | 15009 depth | 0.66 | 0.66 | Exact | 51 |
| H.G.L. history | 4.30 h | 82309 elev | 113.06 | 113.06 | Exact | 51 |
| H.G.L. history | 4.30 h | 82309 depth | 0.76 | 0.76 | Exact | 51 |
| H.G.L. history | 4.30 h | 80408 elev | 124.63 | 124.63 | Exact | 51 |
| H.G.L. history | 4.30 h | 80408 depth | 0.03 | 0.03 | Exact | 51 |
| H.G.L. history | 4.45 h | 80608 elev | 118.48 | 118.48 | Exact | 51 |
| H.G.L. history | 4.45 h | 80608 depth | 0.18 | 0.18 | Exact | 51 |
| H.G.L. history | 4.45 h | 16009 elev | 103.65 | 103.65 | Exact | 51 |
| H.G.L. history | 4.45 h | 16009 depth | 1.65 | 1.63 | OCR | 51 |
| H.G.L. history | 4.45 h | 16109 elev | 103.69 | 103.69 | Exact | 51 |
| H.G.L. history | 4.45 h | 16109 depth | 0.89 | 0.89 | Exact | 51 |
| H.G.L. history | 4.45 h | 15009 elev | 112.05 | 112.05 | Exact | 51 |
| H.G.L. history | 4.45 h | 15009 depth | 0.55 | 0.55 | Exact | 51 |
| H.G.L. history | 4.45 h | 82309 elev | 112.90 | 112.90 | Exact | 51 |
| H.G.L. history | 4.45 h | 82309 depth | 0.60 | 0.60 | Exact | 51 |
| H.G.L. history | 4.45 h | 80408 elev | 124.62 | 124.62 | Exact | 51 |
| H.G.L. history | 4.45 h | 80408 depth | 0.02 | 0.02 | Exact | 51 |
| H.G.L. history | 5.00 h | 80608 elev | 118.46 | 118.46 | Exact | — |
| H.G.L. history | 5.00 h | 80608 depth | 0.16 | 0.16 | Exact | — |
| H.G.L. history | 5.00 h | 16009 elev | 103.44 | 103.44 | Exact | — |
| H.G.L. history | 5.00 h | 16009 depth | 1.44 | 1.44 | Exact | — |
| H.G.L. history | 5.00 h | 16109 elev | 103.48 | 103.48 | Exact | — |
| H.G.L. history | 5.00 h | 16109 depth | 0.68 | 0.68 | Exact | — |
| H.G.L. history | 5.00 h | 15009 elev | 111.96 | 111.96 | Exact | — |
| H.G.L. history | 5.00 h | 15009 depth | 0.46 | 0.46 | Exact | — |
| H.G.L. history | 5.00 h | 82309 elev | 112.79 | 112.79 | Exact | — |
| H.G.L. history | 5.00 h | 82309 depth | 0.49 | 0.49 | Exact | — |
| H.G.L. history | 5.00 h | 80408 elev | 124.61 | 124.61 | Exact | — |
| H.G.L. history | 5.00 h | 80408 depth | 0.01 | 0.01 | Exact | — |
| H.G.L. history | 5.15 h | 80608 elev | 118.44 | 118.44 | Exact | 51 |
| H.G.L. history | 5.15 h | 80608 depth | 0.14 | 0.14 | Exact | 51 |
| H.G.L. history | 5.15 h | 16009 elev | 103.26 | 103.26 | Exact | 51 |
| H.G.L. history | 5.15 h | 16009 depth | 1.26 | 1.26 | Exact | 51 |
| H.G.L. history | 5.15 h | 16109 elev | 103.31 | 103.31 | Exact | 51 |
| H.G.L. history | 5.15 h | 16109 depth | 0.51 | 0.51 | Exact | 51 |
| H.G.L. history | 5.15 h | 15009 elev | 111.89 | 111.89 | Exact | 51 |
| H.G.L. history | 5.15 h | 15009 depth | 0.39 | 0.39 | Exact | 51 |
| H.G.L. history | 5.15 h | 82309 elev | 112.71 | 112.71 | Exact | 51 |
| H.G.L. history | 5.15 h | 82309 depth | 0.41 | 0.41 | Exact | 51 |
| H.G.L. history | 5.15 h | 80408 elev | 124.61 | 124.61 | Exact | 51 |
| H.G.L. history | 5.15 h | 80408 depth | 0.01 | 0.01 | Exact | 51 |
| H.G.L. history | 5.30 h | 80608 elev | 118.42 | 118.42 | Exact | 51 |
| H.G.L. history | 5.30 h | 80608 depth | 0.12 | 0.12 | Exact | 51 |
| H.G.L. history | 5.30 h | 16009 elev | 103.11 | 103.11 | Exact | 51 |
| H.G.L. history | 5.30 h | 16009 depth | 1.11 | 1.11 | Exact | 51 |
| H.G.L. history | 5.30 h | 16109 elev | 103.18 | 103.18 | Exact | 51 |
| H.G.L. history | 5.30 h | 16109 depth | 0.38 | 0.38 | Exact | 51 |
| H.G.L. history | 5.30 h | 15009 elev | 111.84 | 111.84 | Exact | 51 |
| H.G.L. history | 5.30 h | 15009 depth | 0.34 | 0.34 | Exact | 51 |
| H.G.L. history | 5.30 h | 82309 elev | 112.65 | 112.65 | Exact | 51 |
| H.G.L. history | 5.30 h | 82309 depth | 0.35 | 0.35 | Exact | 51 |
| H.G.L. history | 5.30 h | 80408 elev | 124.61 | 124.61 | Exact | 51 |
| H.G.L. history | 5.30 h | 80408 depth | 0.01 | 0.01 | Exact | 51 |
| H.G.L. history | 5.45 h | 80608 elev | 118.41 | 118.41 | Exact | 51 |
| H.G.L. history | 5.45 h | 80608 depth | 0.11 | 0.11 | Exact | 51 |
| H.G.L. history | 5.45 h | 16009 elev | 102.98 | 102.98 | Exact | 51 |
| H.G.L. history | 5.45 h | 16009 depth | 0.98 | 0.98 | Exact | 51 |
| H.G.L. history | 5.45 h | 16109 elev | 103.10 | 103.10 | Exact | 51 |
| H.G.L. history | 5.45 h | 16109 depth | 0.30 | 0.30 | Exact | 51 |
| H.G.L. history | 5.45 h | 15009 elev | 111.80 | 111.80 | Exact | 51 |
| H.G.L. history | 5.45 h | 15009 depth | 0.30 | 0.30 | Exact | 51 |
| H.G.L. history | 5.45 h | 82309 elev | 112.60 | 112.60 | Exact | 51 |
| H.G.L. history | 5.45 h | 82309 depth | 0.30 | 0.30 | Exact | 51 |
| H.G.L. history | 5.45 h | 80408 elev | 124.61 | 124.61 | Exact | 51 |
| H.G.L. history | 5.45 h | 80408 depth | 0.01 | 0.01 | Exact | 51 |
| H.G.L. history | 6.00 h | 80608 elev | 118.40 | 118.40 | Exact | — |
| H.G.L. history | 6.00 h | 80608 depth | 0.10 | 0.10 | Exact | — |
| H.G.L. history | 6.00 h | 16009 elev | 102.87 | 102.87 | Exact | — |
| H.G.L. history | 6.00 h | 16009 depth | 0.87 | 0.87 | Exact | — |
| H.G.L. history | 6.00 h | 16109 elev | 103.06 | 103.06 | Exact | — |
| H.G.L. history | 6.00 h | 16109 depth | 0.26 | 0.26 | Exact | — |
| H.G.L. history | 6.00 h | 15009 elev | 111.76 | 111.76 | Exact | — |
| H.G.L. history | 6.00 h | 15009 depth | 0.26 | 0.26 | Exact | — |
| H.G.L. history | 6.00 h | 82309 elev | 112.56 | 112.56 | Exact | — |
| H.G.L. history | 6.00 h | 82309 depth | 0.26 | 0.26 | Exact | — |
| H.G.L. history | 6.00 h | 80408 elev | 124.61 | 124.61 | Exact | — |
| H.G.L. history | 6.00 h | 80408 depth | 0.01 | 0.01 | Exact | — |
| H.G.L. history | 6.15 h | 80608 elev | 118.39 | 118.39 | Exact | 51 |
| H.G.L. history | 6.15 h | 80608 depth | 0.09 | 0.09 | Exact | 51 |
| H.G.L. history | 6.15 h | 16009 elev | 102.77 | 102.77 | Exact | 51 |
| H.G.L. history | 6.15 h | 16009 depth | 0.77 | 0.77 | Exact | 51 |
| H.G.L. history | 6.15 h | 16109 elev | 103.02 | 103.02 | Exact | 51 |
| H.G.L. history | 6.15 h | 16109 depth | 0.22 | 0.22 | Exact | 51 |
| H.G.L. history | 6.15 h | 15009 elev | 111.74 | 111.74 | Exact | 51 |
| H.G.L. history | 6.15 h | 15009 depth | 0.24 | 0.24 | Exact | 51 |
| H.G.L. history | 6.15 h | 82309 elev | 112.53 | 112.13 | OCR | 51 |
| H.G.L. history | 6.15 h | 82309 depth | 0.23 | 0.23 | Exact | 51 |
| H.G.L. history | 6.15 h | 80408 elev | 124.60 | 124.60 | Exact | 51 |
| H.G.L. history | 6.15 h | 80408 depth | 0.00 | 0.00 | Exact | 51 |
| H.G.L. history | 6.30 h | 80608 elev | 118.38 | 118.38 | Exact | 51 |
| H.G.L. history | 6.30 h | 80608 depth | 0.08 | 0.08 | Exact | 51 |
| H.G.L. history | 6.30 h | 16009 elev | 102.68 | 102.68 | Exact | 51 |
| H.G.L. history | 6.30 h | 16009 depth | 0.68 | 0.68 | Exact | 51 |
| H.G.L. history | 6.30 h | 16109 elev | 102.99 | 102.99 | Exact | 51 |
| H.G.L. history | 6.30 h | 16109 depth | 0.19 | 0.19 | Exact | 51 |
| H.G.L. history | 6.30 h | 15009 elev | 111.71 | 111.71 | Exact | 51 |
| H.G.L. history | 6.30 h | 15009 depth | 0.21 | 0.21 | Exact | 51 |
| H.G.L. history | 6.30 h | 82309 elev | 112.51 | 112.51 | Exact | 51 |
| H.G.L. history | 6.30 h | 82309 depth | 0.21 | 0.21 | Exact | 51 |
| H.G.L. history | 6.30 h | 80408 elev | 124.60 | 124.60 | Exact | 51 |
| H.G.L. history | 6.30 h | 80408 depth | 0.00 | 0.00 | Exact | 51 |
| H.G.L. history | 6.45 h | 80608 elev | 118.38 | 118.38 | Exact | 51 |
| H.G.L. history | 6.45 h | 80608 depth | 0.08 | 0.08 | Exact | 51 |
| H.G.L. history | 6.45 h | 16009 elev | 102.61 | 102.61 | Exact | 51 |
| H.G.L. history | 6.45 h | 16009 depth | 0.61 | 0.61 | Exact | 51 |
| H.G.L. history | 6.45 h | 16109 elev | 102.97 | 102.97 | Exact | 51 |
| H.G.L. history | 6.45 h | 16109 depth | 0.17 | 0.17 | Exact | 51 |
| H.G.L. history | 6.45 h | 15009 elev | 111.70 | 111.70 | Exact | 51 |
| H.G.L. history | 6.45 h | 15009 depth | 0.20 | 0.20 | Exact | 51 |
| H.G.L. history | 6.45 h | 82309 elev | 112.49 | 112.49 | Exact | 51 |
| H.G.L. history | 6.45 h | 82309 depth | 0.19 | 0.19 | Exact | 51 |
| H.G.L. history | 6.45 h | 80408 elev | 124.60 | 124.60 | Exact | 51 |
| H.G.L. history | 6.45 h | 80408 depth | 0.00 | 0.00 | Exact | 51 |
| H.G.L. history | 7.00 h | 80608 elev | 118.37 | 118.37 | Exact | — |
| H.G.L. history | 7.00 h | 80608 depth | 0.07 | 0.07 | Exact | — |
| H.G.L. history | 7.00 h | 16009 elev | 102.55 | 102.55 | Exact | — |
| H.G.L. history | 7.00 h | 16009 depth | 0.55 | 0.55 | Exact | — |
| H.G.L. history | 7.00 h | 16109 elev | 102.95 | 102.95 | Exact | — |
| H.G.L. history | 7.00 h | 16109 depth | 0.15 | 0.15 | Exact | — |
| H.G.L. history | 7.00 h | 15009 elev | 111.68 | 111.68 | Exact | — |
| H.G.L. history | 7.00 h | 15009 depth | 0.18 | 0.18 | Exact | — |
| H.G.L. history | 7.00 h | 82309 elev | 112.48 | 112.48 | Exact | — |
| H.G.L. history | 7.00 h | 82309 depth | 0.18 | 0.18 | Exact | — |
| H.G.L. history | 7.00 h | 80408 elev | 124.60 | 124.60 | Exact | — |
| H.G.L. history | 7.00 h | 80408 depth | 0.00 | 0.00 | Exact | — |
| H.G.L. history | 7.15 h | 80608 elev | 118.37 | 118.37 | Exact | 51 |
| H.G.L. history | 7.15 h | 80608 depth | 0.07 | 0.07 | Exact | 51 |
| H.G.L. history | 7.15 h | 16009 elev | 102.50 | 102.50 | Exact | 51 |
| H.G.L. history | 7.15 h | 16009 depth | 0.50 | 0.50 | Exact | 51 |
| H.G.L. history | 7.15 h | 16109 elev | 102.93 | 102.93 | Exact | 51 |
| H.G.L. history | 7.15 h | 16109 depth | 0.13 | 0.13 | Exact | 51 |
| H.G.L. history | 7.15 h | 15009 elev | 111.67 | 111.67 | Exact | 51 |
| H.G.L. history | 7.15 h | 15009 depth | 0.17 | 0.17 | Exact | 51 |
| H.G.L. history | 7.15 h | 82309 elev | 112.47 | 112.47 | Exact | 51 |
| H.G.L. history | 7.15 h | 82309 depth | 0.17 | 0.17 | Exact | 51 |
| H.G.L. history | 7.15 h | 80408 elev | 124.60 | 124.60 | Exact | 51 |
| H.G.L. history | 7.15 h | 80408 depth | 0.00 | 0.00 | Exact | 51 |
| H.G.L. history | 7.30 h | 80608 elev | 118.36 | 118.36 | Exact | 51 |
| H.G.L. history | 7.30 h | 80608 depth | 0.06 | 0.06 | Exact | 51 |
| H.G.L. history | 7.30 h | 16009 elev | 102.45 | 102.45 | Exact | 51 |
| H.G.L. history | 7.30 h | 16009 depth | 0.45 | 0.45 | Exact | 51 |
| H.G.L. history | 7.30 h | 16109 elev | 102.92 | 102.92 | Exact | 51 |
| H.G.L. history | 7.30 h | 16109 depth | 0.12 | 0.12 | Exact | 51 |
| H.G.L. history | 7.30 h | 15009 elev | 111.65 | 111.65 | Exact | 51 |
| H.G.L. history | 7.30 h | 15009 depth | 0.15 | 0.18 | OCR | 51 |
| H.G.L. history | 7.30 h | 82309 elev | 112.46 | 112.46 | Exact | 51 |
| H.G.L. history | 7.30 h | 82309 depth | 0.16 | 0.16 | Exact | 51 |
| H.G.L. history | 7.30 h | 80408 elev | 124.60 | 124.60 | Exact | 51 |
| H.G.L. history | 7.30 h | 80408 depth | 0.00 | 0.00 | Exact | 51 |
| H.G.L. history | 8.00 h | 80608 elev | 118.35 | 118.31 | OCR | — |
| H.G.L. history | 8.00 h | 80608 depth | 0.05 | 0.05 | Exact | — |
| H.G.L. history | 8.00 h | 16009 elev | 102.38 | 102.38 | Exact | — |
| H.G.L. history | 8.00 h | 16009 depth | 0.38 | 0.38 | Exact | — |
| H.G.L. history | 8.00 h | 16109 elev | 102.90 | 102.90 | Exact | — |
| H.G.L. history | 8.00 h | 16109 depth | 0.10 | 0.10 | Exact | — |
| H.G.L. history | 8.00 h | 15009 elev | 111.63 | 111.63 | Exact | — |
| H.G.L. history | 8.00 h | 15009 depth | 0.13 | 0.13 | Exact | — |
| H.G.L. history | 8.00 h | 82309 elev | 112.44 | 112.44 | Exact | — |
| H.G.L. history | 8.00 h | 82309 depth | 0.14 | 0.14 | Exact | — |
| H.G.L. history | 8.00 h | 80408 elev | 124.60 | 124.60 | Exact | — |
| H.G.L. history | 8.00 h | 80408 depth | 0.00 | 0.00 | Exact | — |
| Flow history | 0.30 h | 1030 flow | 0.00 | 0.00 | Exact | 48 |
| Flow history | 0.30 h | 1030 vel | 0.3 | 0.3 | Exact | 48 |
| Flow history | 0.30 h | 1630 flow | 0.51 | 0.51 | Exact | 48 |
| Flow history | 0.30 h | 1630 vel | 1.3 | 1.3 | Exact | 48 |
| Flow history | 0.30 h | 1600 flow | 20.74 | 20.74 | Exact | 48 |
| Flow history | 0.30 h | 1600 vel | 4.3 | 4.3 | Exact | 48 |
| Flow history | 0.30 h | 1602 flow | 47.72 | 47.72 | Exact | 48 |
| Flow history | 0.30 h | 1602 vel | 2.9 | 2.9 | Exact | 48 |
| Flow history | 0.30 h | 1570 flow | 1.08 | 1.08 | Exact | 48 |
| Flow history | 0.30 h | 1570 vel | 1.1 | 1.1 | Exact | 48 |
| Flow history | 0.30 h | 8130 flow | 13.33 | 13.33 | Exact | 48 |
| Flow history | 0.30 h | 8130 vel | 3.5 | 3.5 | Exact | 48 |
| Flow history | 0.45 h | 1030 flow | 21.08 | 21.08 | Exact | 53 |
| Flow history | 0.45 h | 1030 vel | 3.5 | 3.5 | Exact | 53 |
| Flow history | 0.45 h | 1630 flow | 88.59 | 88.59 | Exact | 53 |
| Flow history | 0.45 h | 1630 vel | 5.0 | 5.0 | Exact | 53 |
| Flow history | 0.45 h | 1600 flow | 69.12 | 69.12 | Exact | 53 |
| Flow history | 0.45 h | 1600 vel | 5.4 | 5.4 | Exact | 53 |
| Flow history | 0.45 h | 1602 flow | 68.02 | 68.02 | Exact | 53 |
| Flow history | 0.45 h | 1602 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 0.45 h | 1570 flow | 18.93 | 18.93 | Exact | 53 |
| Flow history | 0.45 h | 1570 vel | 2.2 | 2.2 | Exact | 53 |
| Flow history | 0.45 h | 8130 flow | 44.19 | 44.19 | Exact | 53 |
| Flow history | 0.45 h | 8130 vel | 5.0 | 5.0 | Exact | 53 |
| Flow history | 1.00 h | 1030 flow | 68.44 | 68.44 | Exact | — |
| Flow history | 1.00 h | 1030 vel | 4.7 | 4.7 | Exact | — |
| Flow history | 1.00 h | 1630 flow | 98.88 | 98.88 | Exact | — |
| Flow history | 1.00 h | 1630 vel | 3.1 | 3.1 | Exact | — |
| Flow history | 1.00 h | 1600 flow | 66.70 | 66.70 | Exact | — |
| Flow history | 1.00 h | 1600 vel | 4.8 | 4.8 | Exact | — |
| Flow history | 1.00 h | 1602 flow | 67.98 | 67.98 | Exact | — |
| Flow history | 1.00 h | 1602 vel | 3.9 | 3.9 | Exact | — |
| Flow history | 1.00 h | 1570 flow | 43.73 | 43.73 | Exact | — |
| Flow history | 1.00 h | 1570 vel | 3.8 | 3.8 | Exact | — |
| Flow history | 1.00 h | 8130 flow | 54.64 | 54.64 | Exact | — |
| Flow history | 1.00 h | 8130 vel | 5.1 | 5.1 | Exact | — |
| Flow history | 1.15 h | 1030 flow | 97.16 | 97.16 | Exact | 53 |
| Flow history | 1.15 h | 1030 vel | 5.2 | 5.2 | Exact | 53 |
| Flow history | 1.15 h | 1630 flow | 113.23 | 113.23 | Exact | 53 |
| Flow history | 1.15 h | 1630 vel | 2.7 | 2.7 | Exact | 53 |
| Flow history | 1.15 h | 1600 flow | 67.35 | 67.35 | Exact | 53 |
| Flow history | 1.15 h | 1600 vel | 4.2 | 4.2 | Exact | 53 |
| Flow history | 1.15 h | 1602 flow | 69.33 | 69.33 | Exact | 53 |
| Flow history | 1.15 h | 1602 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 1.15 h | 1570 flow | 52.17 | 52.17 | Exact | 53 |
| Flow history | 1.15 h | 1570 vel | 3.9 | 1.9 | OCR | 53 |
| Flow history | 1.15 h | 8130 flow | 53.80 | 53.80 | Exact | 53 |
| Flow history | 1.15 h | 8130 vel | 5.0 | 5.0 | Exact | 53 |
| Flow history | 1.30 h | 1030 flow | 112.26 | 112.26 | Exact | 53 |
| Flow history | 1.30 h | 1030 vel | 5.4 | 5.4 | Exact | 53 |
| Flow history | 1.30 h | 1630 flow | 119.11 | 119.11 | Exact | 53 |
| Flow history | 1.30 h | 1630 vel | 2.6 | 2.6 | Exact | 53 |
| Flow history | 1.30 h | 1600 flow | 69.26 | 69.26 | Exact | 53 |
| Flow history | 1.30 h | 1600 vel | 4.0 | 4.0 | Exact | 53 |
| Flow history | 1.30 h | 1602 flow | 70.14 | 70.14 | Exact | 53 |
| Flow history | 1.30 h | 1602 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 1.30 h | 1570 flow | 52.40 | 52.40 | Exact | 53 |
| Flow history | 1.30 h | 1570 vel | 3.8 | 3.8 | Exact | 53 |
| Flow history | 1.30 h | 8130 flow | 51.72 | 51.72 | Exact | 53 |
| Flow history | 1.30 h | 8130 vel | 5.0 | 5.0 | Exact | 53 |
| Flow history | 1.45 h | 1030 flow | 118.23 | 118.23 | Exact | 53 |
| Flow history | 1.45 h | 1030 vel | 5.4 | 5.4 | Exact | 53 |
| Flow history | 1.45 h | 1630 flow | 120.54 | 120.54 | Exact | 53 |
| Flow history | 1.45 h | 1630 vel | 2.5 | 2.3 | OCR | 53 |
| Flow history | 1.45 h | 1600 flow | 70.15 | 70.16 | Last digit | 53 |
| Flow history | 1.45 h | 1600 vel | 4.0 | 4.0 | Exact | 53 |
| Flow history | 1.45 h | 1602 flow | 70.46 | 70.46 | Exact | 53 |
| Flow history | 1.45 h | 1602 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 1.45 h | 1570 flow | 51.23 | 31.23 | OCR | 53 |
| Flow history | 1.45 h | 1570 vel | 3.6 | 3.6 | Exact | 53 |
| Flow history | 1.45 h | 8130 flow | 50.55 | 50.54 | Last digit | 53 |
| Flow history | 1.45 h | 8130 vel | 4.9 | 4.9 | Exact | 53 |
| Flow history | 2.00 h | 1030 flow | 120.08 | 120.08 | Exact | — |
| Flow history | 2.00 h | 1030 vel | 5.4 | 5.4 | Exact | — |
| Flow history | 2.00 h | 1630 flow | 120.69 | 120.69 | Exact | — |
| Flow history | 2.00 h | 1630 vel | 2.5 | 2.5 | Exact | — |
| Flow history | 2.00 h | 1600 flow | 70.48 | 70.48 | Exact | — |
| Flow history | 2.00 h | 1600 vel | 3.9 | 3.9 | Exact | — |
| Flow history | 2.00 h | 1602 flow | 70.56 | 70.36 | OCR | — |
| Flow history | 2.00 h | 1602 vel | 3.9 | 3.9 | Exact | — |
| Flow history | 2.00 h | 1570 flow | 50.43 | 50.43 | Exact | — |
| Flow history | 2.00 h | 1570 vel | 3.6 | 3.6 | Exact | — |
| Flow history | 2.00 h | 8130 flow | 50.09 | 50.09 | Exact | — |
| Flow history | 2.00 h | 8130 vel | 4.9 | 4.9 | Exact | — |
| Flow history | 2.15 h | 1030 flow | 120.51 | 120.31 | OCR | 53 |
| Flow history | 2.15 h | 1030 vel | 5.5 | 5.5 | Exact | 53 |
| Flow history | 2.15 h | 1630 flow | 120.62 | 120.62 | Exact | 53 |
| Flow history | 2.15 h | 1630 vel | 2.5 | 2.5 | Exact | 53 |
| Flow history | 2.15 h | 1600 flow | 70.57 | 70.57 | Exact | 53 |
| Flow history | 2.15 h | 1600 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 2.15 h | 1602 flow | 70.58 | 70.38 | OCR | 53 |
| Flow history | 2.15 h | 1602 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 2.15 h | 1570 flow | 50.09 | 50.09 | Exact | 53 |
| Flow history | 2.15 h | 1570 vel | 3.6 | 3.6 | Exact | 53 |
| Flow history | 2.15 h | 8130 flow | 49.97 | 49.97 | Exact | 53 |
| Flow history | 2.15 h | 8130 vel | 4.9 | 4.9 | Exact | 53 |
| Flow history | 2.30 h | 1030 flow | 120.57 | 120.57 | Exact | 53 |
| Flow history | 2.30 h | 1030 vel | 5.5 | 5.5 | Exact | 53 |
| Flow history | 2.30 h | 1630 flow | 120.58 | 120.38 | OCR | 53 |
| Flow history | 2.30 h | 1630 vel | 2.5 | 2.3 | OCR | 53 |
| Flow history | 2.30 h | 1600 flow | 70.59 | 70.59 | Exact | 53 |
| Flow history | 2.30 h | 1600 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 2.30 h | 1602 flow | 70.59 | 70.59 | Exact | 53 |
| Flow history | 2.30 h | 1602 vel | 3.9 | 3.9 | Exact | 53 |
| Flow history | 2.30 h | 1570 flow | 49.99 | 49.99 | Exact | 53 |
| Flow history | 2.30 h | 1570 vel | 3.6 | 3.6 | Exact | 53 |
| Flow history | 2.30 h | 8130 flow | 49.97 | 49.97 | Exact | 53 |
| Flow history | 2.30 h | 8130 vel | 4.9 | 4.9 | Exact | 53 |
| Flow history | 3.00 h | 1030 flow | 120.57 | 120.57 | Exact | — |
| Flow history | 3.00 h | 1030 vel | 5.5 | 5.5 | Exact | — |
| Flow history | 3.00 h | 1630 flow | 120.58 | 120.58 | Exact | — |
| Flow history | 3.00 h | 1630 vel | 2.4 | 2.4 | Exact | — |
| Flow history | 3.00 h | 1600 flow | 70.59 | 70.59 | Exact | — |
| Flow history | 3.00 h | 1600 vel | 3.9 | 3.9 | Exact | — |
| Flow history | 3.00 h | 1602 flow | 70.59 | 70.59 | Exact | — |
| Flow history | 3.00 h | 1602 vel | 3.9 | 3.9 | Exact | — |
| Flow history | 3.00 h | 1570 flow | 49.99 | 49.99 | Exact | — |
| Flow history | 3.00 h | 1570 vel | 3.6 | 3.6 | Exact | — |
| Flow history | 3.00 h | 8130 flow | 49.99 | 49.99 | Exact | — |
| Flow history | 3.00 h | 8130 vel | 4.9 | 4.9 | Exact | — |
| Flow history | 3.15 h | 1030 flow | 111.64 | 111.64 | Exact | 53 |
| Flow history | 3.15 h | 1030 vel | 5.3 | 5.3 | Exact | 53 |
| Flow history | 3.15 h | 1630 flow | 99.70 | 99.70 | Exact | 53 |
| Flow history | 3.15 h | 1630 vel | 2.1 | 2.1 | Exact | 53 |
| Flow history | 3.15 h | 1600 flow | 48.45 | 48.45 | Exact | 53 |
| Flow history | 3.15 h | 1600 vel | 2.9 | 2.9 | Exact | 53 |
| Flow history | 3.15 h | 1602 flow | 47.22 | 47.22 | Exact | 53 |
| Flow history | 3.15 h | 1602 vel | 2.7 | 2.7 | Exact | 53 |
| Flow history | 3.15 h | 1570 flow | 47.45 | 47.45 | Exact | 53 |
| Flow history | 3.15 h | 1570 vel | 3.5 | 3.5 | Exact | 53 |
| Flow history | 3.15 h | 8130 flow | 41.93 | 41.93 | Exact | 53 |
| Flow history | 3.15 h | 8130 vel | 4.7 | 4.7 | Exact | 53 |
| Flow history | 3.30 h | 1030 flow | 95.19 | 93.20 | OCR | 53 |
| Flow history | 3.30 h | 1030 vel | 5.1 | 5.1 | Exact | 53 |
| Flow history | 3.30 h | 1630 flow | 79.89 | 79.89 | Exact | 53 |
| Flow history | 3.30 h | 1630 vel | 2.0 | 2.0 | Exact | 53 |
| Flow history | 3.30 h | 1600 flow | 40.76 | 40.76 | Exact | 53 |
| Flow history | 3.30 h | 1600 vel | 2.7 | 2.7 | Exact | 53 |
| Flow history | 3.30 h | 1602 flow | 35.03 | 35.03 | Exact | 53 |
| Flow history | 3.30 h | 1602 vel | 2.5 | 2.3 | OCR | 53 |
| Flow history | 3.30 h | 1570 flow | 32.78 | 32.78 | Exact | 53 |
| Flow history | 3.30 h | 1570 vel | 2.8 | 2.8 | Exact | 53 |
| Flow history | 3.30 h | 8130 flow | 19.60 | 19.60 | Exact | 53 |
| Flow history | 3.30 h | 8130 vel | 3.4 | 3.4 | Exact | 53 |
| Flow history | 3.45 h | 1030 flow | 72.33 | 72.33 | Exact | 53 |
| Flow history | 3.45 h | 1030 vel | 4.8 | 4.8 | Exact | 53 |
| Flow history | 3.45 h | 1630 flow | 53.68 | 53.68 | Exact | 53 |
| Flow history | 3.45 h | 1630 vel | 1.6 | 1.6 | Exact | 53 |
| Flow history | 3.45 h | 1600 flow | 27.00 | 27.00 | Exact | 53 |
| Flow history | 3.45 h | 1600 vel | 2.1 | 2.1 | Exact | 53 |
| Flow history | 3.45 h | 1602 flow | 19.29 | 19.29 | Exact | 53 |
| Flow history | 3.45 h | 1602 vel | 2.1 | 2.1 | Exact | 53 |
| Flow history | 3.45 h | 1570 flow | 18.17 | 18.17 | Exact | 53 |
| Flow history | 3.45 h | 1570 vel | 2.0 | 2.0 | Exact | 53 |
| Flow history | 3.45 h | 8130 flow | 8.62 | 8.62 | Exact | 53 |
| Flow history | 3.45 h | 8130 vel | 2.4 | 2.4 | Exact | 53 |
| Flow history | 4.00 h | 1030 flow | 50.49 | 50.49 | Exact | — |
| Flow history | 4.00 h | 1030 vel | 4.4 | 4.4 | Exact | — |
| Flow history | 4.00 h | 1630 flow | 33.38 | 33.37 | Last digit | — |
| Flow history | 4.00 h | 1630 vel | 1.4 | 1.4 | Exact | — |
| Flow history | 4.00 h | 1600 flow | 14.68 | 14.68 | Exact | — |
| Flow history | 4.00 h | 1600 vel | 1.5 | 1.5 | Exact | — |
| Flow history | 4.00 h | 1602 flow | 7.90 | 7.90 | Exact | — |
| Flow history | 4.00 h | 1602 vel | 1.4 | 1.4 | Exact | — |
| Flow history | 4.00 h | 1570 flow | 10.21 | 10.21 | Exact | — |
| Flow history | 4.00 h | 1570 vel | 1.4 | 1.4 | Exact | — |
| Flow history | 4.00 h | 8130 flow | 4.33 | 4.33 | Exact | — |
| Flow history | 4.00 h | 8130 vel | 1.9 | 1.9 | Exact | — |
| Flow history | 4.15 h | 1030 flow | 34.73 | 34.73 | Exact | 53 |
| Flow history | 4.15 h | 1030 vel | 4.0 | 4.0 | Exact | 53 |
| Flow history | 4.15 h | 1630 flow | 22.09 | 22.09 | Exact | 53 |
| Flow history | 4.15 h | 1630 vel | 1.2 | 1.2 | Exact | 53 |
| Flow history | 4.15 h | 1600 flow | 9.14 | 9.14 | Exact | 53 |
| Flow history | 4.15 h | 1600 vel | 1.2 | 1.2 | Exact | 53 |
| Flow history | 4.15 h | 1602 flow | 3.90 | 3.90 | Exact | 53 |
| Flow history | 4.15 h | 1602 vel | 1.0 | 1.0 | Exact | 53 |
| Flow history | 4.15 h | 1570 flow | 6.10 | 6.10 | Exact | 53 |
| Flow history | 4.15 h | 1570 vel | 1.1 | 1.1 | Exact | 53 |
| Flow history | 4.15 h | 8130 flow | 2.42 | 2.42 | Exact | 53 |
| Flow history | 4.15 h | 8130 vel | 1.5 | 1.3 | OCR | 53 |
| Flow history | 4.30 h | 1030 flow | 24.37 | 24.37 | Exact | 53 |
| Flow history | 4.30 h | 1030 vel | 3.6 | 3.6 | Exact | 53 |
| Flow history | 4.30 h | 1630 flow | 15.25 | 15.25 | Exact | 53 |
| Flow history | 4.30 h | 1630 vel | 1.1 | 1.1 | Exact | 53 |
| Flow history | 4.30 h | 1600 flow | 6.08 | 6.09 | Last digit | 53 |
| Flow history | 4.30 h | 1600 vel | 1.0 | 1.0 | Exact | 53 |
| Flow history | 4.30 h | 1602 flow | 2.19 | 2.19 | Exact | 53 |
| Flow history | 4.30 h | 1602 vel | 0.8 | 0.8 | Exact | 53 |
| Flow history | 4.30 h | 1570 flow | 3.84 | 3.84 | Exact | 53 |
| Flow history | 4.30 h | 1570 vel | 0.9 | 0.9 | Exact | 53 |
| Flow history | 4.30 h | 8130 flow | 1.47 | 1.47 | Exact | 53 |
| Flow history | 4.30 h | 8130 vel | 1.3 | 1.3 | Exact | 53 |
| Flow history | 4.45 h | 1030 flow | 16.76 | 16.76 | Exact | 53 |
| Flow history | 4.45 h | 1030 vel | 3.3 | 3.3 | Exact | 53 |
| Flow history | 4.45 h | 1630 flow | 10.60 | 10.60 | Exact | 53 |
| Flow history | 4.45 h | 1630 vel | 1.0 | 1.0 | Exact | 53 |
| Flow history | 4.45 h | 1600 flow | 4.12 | 4.12 | Exact | 53 |
| Flow history | 4.45 h | 1600 vel | 0.9 | 0.9 | Exact | 53 |
| Flow history | 4.45 h | 1602 flow | 1.33 | 1.33 | Exact | 53 |
| Flow history | 4.45 h | 1602 vel | 0.7 | 0.7 | Exact | 53 |
| Flow history | 4.45 h | 1570 flow | 2.58 | 2.50 | Mismatch | 53 |
| Flow history | 4.45 h | 1570 vel | 0.7 | 0.7 | Exact | 53 |
| Flow history | 4.45 h | 8130 flow | 0.94 | 0.94 | Exact | 53 |
| Flow history | 4.45 h | 8130 vel | 1.1 | 1.1 | Exact | 53 |
| Flow history | 5.15 h | 1030 flow | 8.87 | 0.87 | Mismatch | 53 |
| Flow history | 5.15 h | 1030 vel | 2.8 | 2.8 | Exact | 53 |
| Flow history | 5.15 h | 1630 flow | 5.61 | 5.61 | Exact | 53 |
| Flow history | 5.15 h | 1630 vel | 0.9 | 0.9 | Exact | 53 |
| Flow history | 5.15 h | 1600 flow | 2.02 | 2.02 | Exact | 53 |
| Flow history | 5.15 h | 1600 vel | 0.8 | 0.8 | Exact | 53 |
| Flow history | 5.15 h | 1602 flow | 0.59 | 0.59 | Exact | 53 |
| Flow history | 5.15 h | 1602 vel | 0.7 | 0.7 | Exact | 53 |
| Flow history | 5.15 h | 1570 flow | 1.29 | 1.27 | Mismatch | 53 |
| Flow history | 5.15 h | 1570 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 5.15 h | 8130 flow | 0.47 | 0.47 | Exact | 53 |
| Flow history | 5.15 h | 8130 vel | 0.9 | 0.9 | Exact | 53 |
| Flow history | 5.45 h | 1030 flow | 5.16 | 5.16 | Exact | 53 |
| Flow history | 5.45 h | 1030 vel | 2.4 | 2.4 | Exact | 53 |
| Flow history | 5.45 h | 1630 flow | 3.08 | 3.08 | Exact | 53 |
| Flow history | 5.45 h | 1630 vel | 0.7 | 0.7 | Exact | 53 |
| Flow history | 5.45 h | 1600 flow | 0.76 | 0.76 | Exact | 53 |
| Flow history | 5.45 h | 1600 vel | 0.4 | 0.4 | Exact | 53 |
| Flow history | 5.45 h | 1602 flow | 0.32 | 0.32 | Exact | 53 |
| Flow history | 5.45 h | 1602 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 5.45 h | 1570 flow | 0.73 | 0.73 | Exact | 53 |
| Flow history | 5.45 h | 1570 vel | 0.5 | 0.3 | OCR | 53 |
| Flow history | 5.45 h | 8130 flow | 0.26 | 0.26 | Exact | 53 |
| Flow history | 5.45 h | 8130 vel | 0.7 | 0.7 | Exact | 53 |
| Flow history | 6.00 h | 1030 flow | 4.01 | 4.01 | Exact | — |
| Flow history | 6.00 h | 1030 vel | 2.2 | 2.2 | Exact | — |
| Flow history | 6.00 h | 1630 flow | 2.37 | 2.37 | Exact | — |
| Flow history | 6.00 h | 1630 vel | 0.7 | 0.7 | Exact | — |
| Flow history | 6.00 h | 1600 flow | 0.51 | 0.51 | Exact | — |
| Flow history | 6.00 h | 1600 vel | 0.4 | 0.4 | Exact | — |
| Flow history | 6.00 h | 1602 flow | 0.23 | 0.23 | Exact | — |
| Flow history | 6.00 h | 1602 vel | 0.6 | 0.6 | Exact | — |
| Flow history | 6.00 h | 1570 flow | 0.56 | 0.56 | Exact | — |
| Flow history | 6.00 h | 1570 vel | 0.4 | 0.4 | Exact | — |
| Flow history | 6.00 h | 8130 flow | 0.20 | 0.20 | Exact | — |
| Flow history | 6.00 h | 8130 vel | 0.7 | 0.7 | Exact | — |
| Flow history | 6.30 h | 1030 flow | 2.54 | 2.54 | Exact | 53 |
| Flow history | 6.30 h | 1030 vel | 2.0 | 2.0 | Exact | 53 |
| Flow history | 6.30 h | 1630 flow | 1.50 | 1.50 | Exact | 53 |
| Flow history | 6.30 h | 1630 vel | 0.7 | 0.7 | Exact | 53 |
| Flow history | 6.30 h | 1600 flow | 0.30 | 0.30 | Exact | 53 |
| Flow history | 6.30 h | 1600 vel | 0.3 | 0.3 | Exact | 53 |
| Flow history | 6.30 h | 1602 flow | 0.13 | 0.13 | Exact | 53 |
| Flow history | 6.30 h | 1602 vel | 0.5 | 0.5 | Exact | 53 |
| Flow history | 6.30 h | 1570 flow | 0.35 | 0.35 | Exact | 53 |
| Flow history | 6.30 h | 1570 vel | 0.4 | 0.4 | Exact | 53 |
| Flow history | 6.30 h | 8130 flow | 0.15 | 0.15 | Exact | 53 |
| Flow history | 6.30 h | 8130 vel | 0.7 | 0.7 | Exact | 53 |
| Flow history | 6.45 h | 1030 flow | 2.07 | 2.07 | Exact | 53 |
| Flow history | 6.45 h | 1030 vel | 1.9 | 1.9 | Exact | 53 |
| Flow history | 6.45 h | 1630 flow | 1.24 | 1.24 | Exact | 53 |
| Flow history | 6.45 h | 1630 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 6.45 h | 1600 flow | 0.24 | 0.24 | Exact | 53 |
| Flow history | 6.45 h | 1600 vel | 0.3 | 0.3 | Exact | 53 |
| Flow history | 6.45 h | 1602 flow | 0.11 | 0.11 | Exact | 53 |
| Flow history | 6.45 h | 1602 vel | 0.5 | 0.3 | OCR | 53 |
| Flow history | 6.45 h | 1570 flow | 0.31 | 0.31 | Exact | 53 |
| Flow history | 6.45 h | 1570 vel | 0.4 | 0.4 | Exact | 53 |
| Flow history | 6.45 h | 8130 flow | 0.13 | 0.13 | Exact | 53 |
| Flow history | 6.45 h | 8130 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 7.00 h | 1030 flow | 1.72 | 1.72 | Exact | — |
| Flow history | 7.00 h | 1030 vel | 1.8 | 1.8 | Exact | — |
| Flow history | 7.00 h | 1630 flow | 1.03 | 1.03 | Exact | — |
| Flow history | 7.00 h | 1630 vel | 0.6 | 0.6 | Exact | — |
| Flow history | 7.00 h | 1600 flow | 0.20 | 0.20 | Exact | — |
| Flow history | 7.00 h | 1600 vel | 0.3 | 0.3 | Exact | — |
| Flow history | 7.00 h | 1602 flow | 0.09 | 0.09 | Exact | — |
| Flow history | 7.00 h | 1602 vel | 0.4 | 0.4 | Exact | — |
| Flow history | 7.00 h | 1570 flow | 0.27 | 0.27 | Exact | — |
| Flow history | 7.00 h | 1570 vel | 0.4 | 0.4 | Exact | — |
| Flow history | 7.00 h | 8130 flow | 0.11 | 0.11 | Exact | — |
| Flow history | 7.00 h | 8130 vel | 0.6 | 0.6 | Exact | — |
| Flow history | 7.15 h | 1030 flow | 1.44 | 1.44 | Exact | 53 |
| Flow history | 7.15 h | 1030 vel | 1.7 | 1.7 | Exact | 53 |
| Flow history | 7.15 h | 1630 flow | 0.87 | 0.87 | Exact | 53 |
| Flow history | 7.15 h | 1630 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 7.15 h | 1600 flow | 0.17 | 0.17 | Exact | 53 |
| Flow history | 7.15 h | 1600 vel | 0.3 | 0.3 | Exact | 53 |
| Flow history | 7.15 h | 1602 flow | 0.08 | 0.08 | Exact | 53 |
| Flow history | 7.15 h | 1602 vel | 0.4 | 0.4 | Exact | 53 |
| Flow history | 7.15 h | 1570 flow | 0.23 | 0.23 | Exact | 53 |
| Flow history | 7.15 h | 1570 vel | 0.4 | 0.4 | Exact | 53 |
| Flow history | 7.15 h | 8130 flow | 0.09 | 0.09 | Exact | 53 |
| Flow history | 7.15 h | 8130 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 7.30 h | 1030 flow | 1.21 | 1.21 | Exact | 53 |
| Flow history | 7.30 h | 1030 vel | 1.6 | 1.6 | Exact | 53 |
| Flow history | 7.30 h | 1630 flow | 0.74 | 0.74 | Exact | 53 |
| Flow history | 7.30 h | 1630 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 7.30 h | 1600 flow | 0.14 | 0.14 | Exact | 53 |
| Flow history | 7.30 h | 1600 vel | 0.3 | 0.3 | Exact | 53 |
| Flow history | 7.30 h | 1602 flow | 0.07 | 0.07 | Exact | 53 |
| Flow history | 7.30 h | 1602 vel | 0.4 | 0.4 | Exact | 53 |
| Flow history | 7.30 h | 1570 flow | 0.20 | 0.20 | Exact | 53 |
| Flow history | 7.30 h | 1570 vel | 0.4 | 0.4 | Exact | 53 |
| Flow history | 7.30 h | 8130 flow | 0.08 | 0.08 | Exact | 53 |
| Flow history | 7.30 h | 8130 vel | 0.6 | 0.6 | Exact | 53 |
| Flow history | 7.45 h | 1030 flow | 1.03 | 1.03 | Exact | 43 |
| Flow history | 7.45 h | 1030 vel | 1.6 | 1.6 | Exact | 43 |
| Flow history | 7.45 h | 1630 flow | 0.61 | 0.61 | Exact | 43 |
| Flow history | 7.45 h | 1630 vel | 0.6 | 0.6 | Exact | 43 |
| Flow history | 7.45 h | 1600 flow | 0.12 | 0.12 | Exact | 43 |
| Flow history | 7.45 h | 1600 vel | 0.3 | 0.3 | Exact | 43 |
| Flow history | 7.45 h | 1602 flow | 0.06 | 0.06 | Exact | 43 |
| Flow history | 7.45 h | 1602 vel | 0.4 | 0.4 | Exact | 43 |
| Flow history | 7.45 h | 1570 flow | 0.18 | 0.18 | Exact | 43 |
| Flow history | 7.45 h | 1570 vel | 0.4 | 0.4 | Exact | 43 |
| Flow history | 7.45 h | 8130 flow | 0.07 | 0.07 | Exact | 43 |
| Flow history | 7.45 h | 8130 vel | 0.5 | 0.3 | OCR | 43 |
| Flow history | 8.00 h | 1030 flow | 0.88 | 0.88 | Exact | — |
| Flow history | 8.00 h | 1030 vel | 1.5 | 1.5 | Exact | — |
| Flow history | 8.00 h | 1630 flow | 0.49 | 0.49 | Exact | — |
| Flow history | 8.00 h | 1630 vel | 0.5 | 0.5 | Exact | — |
| Flow history | 8.00 h | 1600 flow | 0.11 | 0.11 | Exact | — |
| Flow history | 8.00 h | 1600 vel | 0.3 | 0.3 | Exact | — |
| Flow history | 8.00 h | 1602 flow | 0.06 | 0.06 | Exact | — |
| Flow history | 8.00 h | 1602 vel | 0.4 | 0.4 | Exact | — |
| Flow history | 8.00 h | 1570 flow | 0.16 | 0.16 | Exact | — |
| Flow history | 8.00 h | 1570 vel | 0.4 | 0.4 | Exact | — |
| Flow history | 8.00 h | 8130 flow | 0.07 | 0.07 | Exact | — |
| Flow history | 8.00 h | 8130 vel | 0.5 | 0.5 | Exact | — |
| Junction summary | 10208 | ground elev | 100.00 | 100.00 | Exact | 52 |
| Junction summary | 10208 | crown elev | 98.90 | 98.90 | Exact | 52 |
| Junction summary | 10208 | max depth | 0.53 | 0.53 | Exact | 52 |
| Junction summary | 10208 | hr | 2 | 3 | Last digit | 52 |
| Junction summary | 10208 | min | 36 | 1 | Mismatch | 52 |
| Junction summary | 10208 | surcharge at max | 0.00 | 0.00 | Exact | 52 |
| Junction summary | 10208 | depth below ground | 9.57 | 9.57 | Exact | 52 |
| Junction summary | 10208 | surcharge length | 0.0 | 0.0 | Exact | 52 |
| Junction summary | 10309 | ground elev | 111.00 | 111.00 | Exact | 36 |
| Junction summary | 10309 | crown elev | 110.60 | 110.60 | Exact | 36 |
| Junction summary | 10309 | max depth | 4.22 | 4.22 | Exact | 36 |
| Junction summary | 10309 | hr | 3 | 3 | Exact | 36 |
| Junction summary | 10309 | min | 1 | 1 | Exact | 36 |
| Junction summary | 10309 | surcharge at max | 0.00 | 0.00 | Exact | 36 |
| Junction summary | 10309 | depth below ground | 5.18 | 3.18 | OCR | 36 |
| Junction summary | 10309 | surcharge length | 0.0 | 0.0 | Exact | 36 |
| Junction summary | 15009 | ground elev | 125.00 | 125.00 | Exact | 52 |
| Junction summary | 15009 | crown elev | 117.00 | 117.00 | Exact | 52 |
| Junction summary | 15009 | max depth | 2.51 | 2.51 | Exact | 52 |
| Junction summary | 15009 | hr | 1 | 1 | Exact | 52 |
| Junction summary | 15009 | min | 22 | 22 | Exact | 52 |
| Junction summary | 15009 | surcharge at max | 0.00 | 0.00 | Exact | 52 |
| Junction summary | 15009 | depth below ground | 10.99 | 10.99 | Exact | 52 |
| Junction summary | 15009 | surcharge length | 0.0 | 0.0 | Exact | 52 |
| Junction summary | 16009 | ground elev | 120.00 | 120.00 | Exact | 52 |
| Junction summary | 16009 | crown elev | 111.00 | 111.00 | Exact | 52 |
| Junction summary | 16009 | max depth | 3.87 | 3.87 | Exact | 52 |
| Junction summary | 16009 | hr | 3 | 3 | Exact | 52 |
| Junction summary | 16009 | min | 0 | 0 | Exact | 52 |
| Junction summary | 16009 | surcharge at max | 0.00 | 0.00 | Exact | 52 |
| Junction summary | 16009 | depth below ground | 14.13 | 14.13 | Exact | 52 |
| Junction summary | 16009 | surcharge length | 0.0 | 0.0 | Exact | 52 |
| Junction summary | 16109 | ground elev | 125.00 | 125.00 | Exact | 52 |
| Junction summary | 16109 | crown elev | 108.80 | 108.80 | Exact | 52 |
| Junction summary | 16109 | max depth | 3.39 | 3.39 | Exact | 52 |
| Junction summary | 16109 | hr | 3 | 3 | Exact | 52 |
| Junction summary | 16109 | min | 0 | 0 | Exact | 52 |
| Junction summary | 16109 | surcharge at max | 0.00 | 0.00 | Exact | 52 |
| Junction summary | 16109 | depth below ground | 18.81 | 18.81 | Exact | 52 |
| Junction summary | 16109 | surcharge length | 0.0 | 0.0 | Exact | 52 |
| Junction summary | 80408 | ground elev | 138.00 | 138.00 | Exact | 52 |
| Junction summary | 80408 | crown elev | 128.60 | 128.60 | Exact | 52 |
| Junction summary | 80408 | max depth | 13.40 | 13.40 | Exact | 52 |
| Junction summary | 80408 | hr | 0 | 0 | Exact | 52 |
| Junction summary | 80408 | min | 32 | 32 | Exact | 52 |
| Junction summary | 80408 | surcharge at max | 9.40 | 9.40 | Exact | 52 |
| Junction summary | 80408 | depth below ground | 0.00 | 0.00 | Exact | 52 |
| Junction summary | 80408 | surcharge length | 153.0 | 153.0 | Exact | 52 |
| Junction summary | 80608 | ground elev | 135.00 | 135.00 | Exact | 52 |
| Junction summary | 80608 | crown elev | 122.30 | 122.30 | Exact | 52 |
| Junction summary | 80608 | max depth | 16.70 | 16.70 | Exact | 52 |
| Junction summary | 80608 | hr | 0 | 0 | Exact | 52 |
| Junction summary | 80608 | min | 30 | 30 | Exact | 52 |
| Junction summary | 80608 | surcharge at max | 12.70 | 12.70 | Exact | 52 |
| Junction summary | 80608 | depth below ground | 0.00 | 0.00 | Exact | 52 |
| Junction summary | 80608 | surcharge length | 159.3 | 159.3 | Exact | 52 |
| Junction summary | 81009 | ground elev | 137.00 | 137.00 | Exact | 52 |
| Junction summary | 81009 | crown elev | 132.70 | 132.70 | Exact | 52 |
| Junction summary | 81009 | max depth | 3.36 | 3.36 | Exact | 52 |
| Junction summary | 81009 | hr | 0 | 0 | Exact | 52 |
| Junction summary | 81009 | min | 27 | 27 | Exact | 52 |
| Junction summary | 81009 | surcharge at max | 0.00 | 0.00 | Exact | 52 |
| Junction summary | 81009 | depth below ground | 5.44 | 5.44 | Exact | 52 |
| Junction summary | 81009 | surcharge length | 0.0 | 0.0 | Exact | 52 |
| Junction summary | 81309 | ground elev | 130.00 | 130.00 | Exact | 36 |
| Junction summary | 81309 | crown elev | 122.00 | 122.00 | Exact | 36 |
| Junction summary | 81309 | max depth | 3.56 | 3.56 | Exact | 36 |
| Junction summary | 81309 | hr | 0 | 0 | Exact | 36 |
| Junction summary | 81309 | min | 51 | 31 | OCR | 36 |
| Junction summary | 81309 | surcharge at max | 0.00 | 0.00 | Exact | 36 |
| Junction summary | 81309 | depth below ground | 8.94 | 8.94 | Exact | 36 |
| Junction summary | 81309 | surcharge length | 0.0 | 0.0 | Exact | 36 |
| Junction summary | 82309 | ground elev | 155.00 | 155.00 | Exact | 52 |
| Junction summary | 82309 | crown elev | 118.50 | 118.50 | Exact | 52 |
| Junction summary | 82309 | max depth | 21.68 | 21.68 | Exact | 52 |
| Junction summary | 82309 | hr | 0 | 0 | Exact | 52 |
| Junction summary | 82309 | min | 33 | 33 | Exact | 52 |
| Junction summary | 82309 | surcharge at max | 15.48 | 15.48 | Exact | 52 |
| Junction summary | 82309 | depth below ground | 21.02 | 21.02 | Exact | 52 |
| Junction summary | 82309 | surcharge length | 165.3 | 163.3 | OCR | 52 |
| Conduit summary | 1030 | design flow | 3028.3 | 3021.3 | OCR | 54 |
| Conduit summary | 1030 | design velocity | 12.5 | 12.5 | Exact | 54 |
| Conduit summary | 1030 | vertical depth | 108.0 | 108.0 | Exact | 54 |
| Conduit summary | 1030 | max flow | 120.6 | 120.6 | Exact | 54 |
| Conduit summary | 1030 | hr (flow) | 2 | 3 | Last digit | 54 |
| Conduit summary | 1030 | min (flow) | 36 | 1 | Mismatch | 54 |
| Conduit summary | 1030 | max velocity | 5.5 | 5.5 | Exact | 54 |
| Conduit summary | 1030 | hr (vel.) | 2 | 3 | Last digit | 54 |
| Conduit summary | 1030 | min (vel.) | 37 | 2 | Mismatch | 54 |
| Conduit summary | 1030 | max/design | 0.0 | 0.0 | Exact | 54 |
| Conduit summary | 1030 | depth upstream | 4.22 | 4.22 | Exact | 54 |
| Conduit summary | 1030 | depth downstream | 0.53 | 0.53 | Exact | 54 |
| Conduit summary | 1600 | design flow | 146.8 | 146.8 | Exact | 54 |
| Conduit summary | 1600 | design velocity | 5.2 | 5.2 | Exact | 54 |
| Conduit summary | 1600 | vertical depth | 72.0 | 72.0 | Exact | 54 |
| Conduit summary | 1600 | max flow | 73.7 | 73.7 | Exact | 54 |
| Conduit summary | 1600 | hr (flow) | 0 | 0 | Exact | 54 |
| Conduit summary | 1600 | min (flow) | 40 | 40 | Exact | 54 |
| Conduit summary | 1600 | max velocity | 6.1 | 6.1 | Exact | 54 |
| Conduit summary | 1600 | hr (vel.) | 0 | 0 | Exact | 54 |
| Conduit summary | 1600 | min (vel.) | 38 | 38 | Exact | 54 |
| Conduit summary | 1600 | max/design | 0.5 | 0.5 | Exact | 54 |
| Conduit summary | 1600 | depth upstream | 3.39 | 3.39 | Exact | 54 |
| Conduit summary | 1600 | depth downstream | 3.87 | 3.87 | Exact | 54 |
| Conduit summary | 1602 | design flow | 43.4 | 43.4 | Exact | 54 |
| Conduit summary | 1602 | design velocity | 2.2 | 2.2 | Exact | 54 |
| Conduit summary | 1602 | vertical depth | 60.0 | 60.0 | Exact | 54 |
| Conduit summary | 1602 | max flow | 70.6 | 70.6 | Exact | 54 |
| Conduit summary | 1602 | hr (flow) | 2 | 2 | Exact | 54 |
| Conduit summary | 1602 | min (flow) | 33 | 60 | Mismatch | 54 |
| Conduit summary | 1602 | max velocity | 4.0 | 4.0 | Exact | 54 |
| Conduit summary | 1602 | hr (vel.) | 0 | 0 | Exact | 54 |
| Conduit summary | 1602 | min (vel.) | 28 | 28 | Exact | 54 |
| Conduit summary | 1602 | max/design | 1.6 | 1.6 | Exact | 54 |
| Conduit summary | 1602 | depth upstream | 21.68 | 21.68 | Exact | 54 |
| Conduit summary | 1602 | depth downstream | 3.39 | 3.39 | Exact | 54 |
| Conduit summary | 1630 | design flow | 2313.2 | 2313.2 | Exact | 54 |
| Conduit summary | 1630 | design velocity | 9.5 | 9.3 | OCR | 54 |
| Conduit summary | 1630 | vertical depth | 108.0 | 108.0 | Exact | 54 |
| Conduit summary | 1630 | max flow | 120.7 | 120.7 | Exact | 54 |
| Conduit summary | 1630 | hr (flow) | 1 | 1 | Exact | 54 |
| Conduit summary | 1630 | min (flow) | 58 | 37 | Mismatch | 54 |
| Conduit summary | 1630 | max velocity | 5.0 | 5.0 | Exact | 54 |
| Conduit summary | 1630 | hr (vel.) | 0 | 0 | Exact | 54 |
| Conduit summary | 1630 | min (vel.) | 44 | 44 | Exact | 54 |
| Conduit summary | 1630 | max/design | 0.1 | 0.1 | Exact | 54 |
| Conduit summary | 1630 | depth upstream | 3.87 | 3.87 | Exact | 54 |
| Conduit summary | 1630 | depth downstream | 4.22 | 4.22 | Exact | 54 |
| Conduit summary | 8040 | design flow | 73.6 | 73.6 | Exact | 54 |
| Conduit summary | 8040 | design velocity | 5.9 | 5.9 | Exact | 54 |
| Conduit summary | 8040 | vertical depth | 48.0 | 48.0 | Exact | 54 |
| Conduit summary | 8040 | max flow | 50.8 | 50.8 | Exact | 54 |
| Conduit summary | 8040 | hr (flow) | 0 | 0 | Exact | 54 |
| Conduit summary | 8040 | min (flow) | 19 | 19 | Exact | 54 |
| Conduit summary | 8040 | max velocity | 6.4 | 6.4 | Exact | 54 |
| Conduit summary | 8040 | hr (vel.) | 0 | 0 | Exact | 54 |
| Conduit summary | 8040 | min (vel.) | 18 | 18 | Exact | 54 |
| Conduit summary | 8040 | max/design | 0.7 | 0.7 | Exact | 54 |
| Conduit summary | 8040 | depth upstream | 13.40 | 13.40 | Exact | 54 |
| Conduit summary | 8040 | depth downstream | 16.70 | 16.70 | Exact | 54 |
| Conduit summary | 8060 | design flow | 53.3 | 53.3 | Exact | 54 |
| Conduit summary | 8060 | design velocity | 4.2 | 4.2 | Exact | 54 |
| Conduit summary | 8060 | vertical depth | 48.0 | 48.0 | Exact | 54 |
| Conduit summary | 8060 | max flow | 47.5 | 47.5 | Exact | 54 |
| Conduit summary | 8060 | hr (flow) | 0 | 0 | Exact | 54 |
| Conduit summary | 8060 | min (flow) | 25 | 23 | OCR | 54 |
| Conduit summary | 8060 | max velocity | 5.0 | 3.0 | OCR | 54 |
| Conduit summary | 8060 | hr (vel.) | 0 | 0 | Exact | 54 |
| Conduit summary | 8060 | min (vel.) | 24 | 24 | Exact | 54 |
| Conduit summary | 8060 | max/design | 0.9 | 0.9 | Exact | 54 |
| Conduit summary | 8060 | depth upstream | 16.70 | 16.70 | Exact | 54 |
| Conduit summary | 8060 | depth downstream | 19.48 | 19.48 | Exact | 54 |
| Conduit summary | 8100 | design flow | 78.1 | 78.1 | Exact | 54 |
| Conduit summary | 8100 | design velocity | 4.9 | 4.9 | Exact | 54 |
| Conduit summary | 8100 | vertical depth | 54.0 | 54.0 | Exact | 54 |
| Conduit summary | 8100 | max flow | 61.0 | 61.0 | Exact | 54 |
| Conduit summary | 8100 | hr (flow) | 0 | 0 | Exact | 54 |
| Conduit summary | 8100 | min (flow) | 37 | 37 | Exact | 54 |
| Conduit summary | 8100 | max velocity | 5.5 | 5.5 | Exact | 54 |
| Conduit summary | 8100 | hr (vel.) | 0 | 0 | Exact | 54 |
| Conduit summary | 8100 | min (vel.) | 34 | 34 | Exact | 54 |
| Conduit summary | 8100 | max/design | 0.8 | 0.8 | Exact | 54 |
| Conduit summary | 8100 | depth upstream | 3.36 | 3.36 | Exact | 54 |
| Conduit summary | 8100 | depth downstream | 3.56 | 3.56 | Exact | 54 |
| Conduit summary | 8130 | design flow | 70.6 | 70.6 | Exact | 54 |
| Conduit summary | 8130 | design velocity | 4.4 | 4.4 | Exact | 54 |
| Conduit summary | 8130 | vertical depth | 54.0 | 54.0 | Exact | 54 |
| Conduit summary | 8130 | max flow | 54.9 | 54.9 | Exact | 54 |
| Conduit summary | 8130 | hr (flow) | 1 | 1 | Exact | 54 |
| Conduit summary | 8130 | min (flow) | 4 | 4 | Exact | 54 |
| Conduit summary | 8130 | max velocity | 5.1 | 5.1 | Exact | 54 |
| Conduit summary | 8130 | hr (vel.) | 0 | 0 | Exact | 54 |
| Conduit summary | 8130 | min (vel.) | 57 | 57 | Exact | 54 |
| Conduit summary | 8130 | max/design | 0.8 | 0.8 | Exact | 54 |
| Conduit summary | 8130 | depth upstream | 3.56 | 3.56 | Exact | 54 |
| Conduit summary | 8130 | depth downstream | 2.51 | 2.51 | Exact | 54 |
15 program units, manual pages 167–228
Listing
Line numbers are the listing's own. Marks show lines the OCR damaged and how sure the repair is.
How to read this
TRANSX
240 of its lines needed OCR repair: 230 sure, 10 likely, 0 guessed. Click a marked line to see what the OCR read, what it became and why.
TRANSX · listing lines 1–480
repaired, sure
repaired, likely
repaired, guess
changed for the port
1 C
2 SUBROUTINE TRANSX
3 C THIS IS SUBROUTINE TRANSX OF THE SEWER MODEL
4 C IT DRIVES ALL OTHER SUBPROGRAMS AND PERFORMS THE
5 C MODIFIED EULER SOLUTION OF THE MOTION
6 C AND CONTINUITY EQUATIONS
7 C
8 COMMON /BD/ANORM(26,5),HRNORM(26,5),TWNORM(26,5)
9· COMMON/BND/ NFREE,JFREE(25),NTIDE,JTIDE(25),NGATE,JGATE(25)
10 C
11 C
12· COMMON/HYFLOW/ ISW(187),QTAPE(187,2),JSW(65),QCARD(65,2),
13· 1 WATSH(187),TEO,TP,T2,TE,T20,TIMEO,NSTEPS,NINREC
14· COMMON/FILES/ N5,N6,N21,N22,NPOLL,NLOCAT,QCONV,IDATEZ,LOCNOS(100),
15 1TRIBA
16· COMMON/CONTR/ NTCYC,DELTO,DELT,DELT2,TZERO,ALPHA(40),
17· 1 NJ,NC,NTC,NTL,ICYC,NJSW,MJSW,TIME,TIME2,A1,A2,A3,A4,A5,A6,A7,W
18· COMMON/JUNC/Y(187),YT(187),NCHAN(187,8),AS(187),Z(187),QIN(187),
19· 1 QOU(187),QINST(187),GRELEV(187),JUN(187),ZCROWN(187),JSKIP(187)
20· 2 ,SUMAL(187),SUMQ(187),SUMQS(187),ASFULL(187)
21 C
22· COMMON/PIPE/LEN(187),NJUNC(187,2),AFULL(187),AT(187),
23· 1 Q(187),V(187),VT(187),DEEP(187),A(187),WIDE(187),RFULL(187),
24· 2 NKLASS(187),ZP(187,2),QT(187),QO(187),H(187,2),NCOND(187),
25 3 ROUGH(187)
26 COMMON/TRAP/STHETA(200),SPHI(200)
27 C
28 COMMON/STORE/ NSTORE,JSTORE(20),ZTOP(20),ASTORE(20)
29 C
30 REAL LEN
31 C
32· COMMON/OUT/ NPRT,IPRT,NHPRT,JPRT(20),PRTH(100,20),PRGEL(20),
33· 1 NQPRT,CPRT(20),PRTV(100,20),PRTQ(100,20),IDUM(12),ICOL(10),
34· 2 LTIME,NPLT,JPLT(20),YPLT(102,20),LPLT,KPLT(20),QPLT(102,20),
35· 3 TPLT(102),NPTOT,NSTART,INTER,PRTY(100,20)
36· COMMON/STAT/ VMAXX(187),QMAXX(187),DEPMAX(187),IVHR(187),
37● 2IVMIN(187),IQHR(187),IQMIN(187),IDHR(187),IDMIN(187),SURLEN(187),
38· 3SUMQIN,VLEFT
39· COMMON/SURCHG/SURTOL,ITMAX
40· INTEGER CPRT
41· DIMENSION ICHECK(187),JCHECK(187),IND(2),QOUT(100)
42 DATA IND/1H ,1H*/
43 C
44 C
45 C EXECUTION
46 C
47· COUNT=0.0
48 NDIM=187
49 DO 5 N=1,NDIM
50 ICHECK(N)=IND(1)
51 DO 5 M=1,8
52 5 NCHAN(N,M)=0
53 C
54·C******** INPUT DATA
55 CALL INDATA
56 C
57 C******** INITIALIZATION
58 ICYC=0
59 LTIME=0
60 NPTOT=0
61 NERROR=0
62 TIME=TZERO
63 IDATE=IDATEZ
64· TIMDAY=TZERO/3600.
65· DO 901 N=1,NC
66 VMAXX(N)=0.0
67· QMAXX(N)=0.0
68 IVHR(N)=0
69 IVMIN(N)=0
70· IQHR(N)=0
71· IQMIN(N)=0
72· 901 CONTINUE
73· SUMQIN = 0.
74· VLEFT = 0.
75 DO 911 J=1,NJ
76· SUMQS(J)=0.
77 JCHECK(J)=IND(1)
78 SURLEN(J)=0.0
79 DEPMAX(J)=0.0
80 IDHR(J)=0
81 IDMIN(J)=0
82· QOU(J) = 0.
83· 911 CONTINUE
84 C
85 C ****** INITIALIZATION FOR DRY WEATHER FLOWS
86 C IS NOW DONE IN INDATA (BEFORE READING INFLOW HYDROGRAPHS)
87 C
88 C
89 DO 20 N=1,NTL
90 QT(N)=Q(N)
91 AT(N)=0.
92 IF(N.GT.NTC.OR.QT(N).EQ.0.) GO TO 20
93· NL=NJUNC(N,1)
94· NH=NJUNC(N,2)
95 HNL=Y(NL)+Z(NL)
96 HNH=Y(NH)+Z(NH)
97· CALL HEAD(N,NL,NH,HNL,HNH,QT(N),AT(N),VT(N),HRAD,ANL,ANH,RNL,TZERO
98● .,0)
99· 20 CONTINUE
100 DO 30 J=1,NJ
101 YT(J)=Y(J)
102· 30 CONTINUE
103 C
104 C******** MAJOR PROGRAM LOOP THROUGH TIME
105· MP=(NTCYC+99)/100
106· DO 760 MCY=1,NTCYC,MP
107 NPTOT=NPTOT+1
108 DO 640 MCYY=1,MP
109 TIME=TIME+DELT
110 TIME2=TIME-DELT2
111 TIMDAY=TIMDAY+DELT/3600.
112· IF(TIMDAY-24.) 34,32,32
113· 32 TIMDAY=TIMDAY-24.
114 IDATE=IDATE+1
115· 34 ICYC=ICYC+1
116 ERROR=0.
117 IT=0
118 TOL=1.
119 NSUR=1
120 C
121·C******** SELECT INPUT HYDROGRAPHS
122· CALL INFLOW
123 C
124 C******** STORE OLD FLOW VALUES
125· DO 60 N=1,NTL
126· 60 QO(N)=Q(N)
127 C
128 C******** INITIALIZE CONTINUITY PARAMETERS
129· DO 80 J=1,NJ
130 AS(J)=0.
131· SUMQ(J)=QIN(J)
132· SUMQS(J)=QIN(J)
133· 80 SUMAL(J)=0.
134 C
135 C******** FULL-STEP AREA, RADIUS : VELOCITY
136·C******** HALF-STEP FLOW
137· 90 DO 120 N=1,NTC
138· NL=NJUNC(N,1)
139· NH=NJUNC(N,2)
140· H(N,1)=Y(NL)+Z(NL)
141· H(N,2)=Y(NH)+Z(NH)
142· CALL HEAD(N,NL,NH,H(N,1),H(N,2),Q(N),A(N),V(N),HRAD,ANH,ANL,RNL,
143 1TIME,ICYC)
144● DELQ4=+DELT2*V(N)**2*(ANH-ANL)/LEN(N)
145· DELQ3=2.*V(N)*(A(N)-AT(N))
146· DELQ2=-(DELT2*32.2*(H(N,2)-H(N,1))/LEN(N))*A(N)
147· QNEW=QO(N)+DELQ2+DELQ3+DELQ4
148 AKON=-DELT2*(ROUGH(N)/HRAD**1.33333)*ABS(V(N))
149· DELQ1=AKON*QNEW/(1.-AKON)
150· QT(N)=QNEW+DELQ1
151 C******** CHECK FOR NORMAL FLOW
152 IF(H(N,1) .GT. ZCROWN(NL)) GO TO 101
153 DELH=H(N,1)-H(N,2)
154· DELZP=ZP(N,1)-ZP(N,2)
155· IF(QT(N).LE.0.) GO TO 101
156 IF(DELH-DELZP) 100,101,101
157· 100 QNORM=SQRT(32.2*(ZP(N,1)-ZP(N,2))/(LEN(N)*ROUGH(N)))
158· 1 *ANL*RNL**0.6667
159· IF(QNORM.GT.QT(N)) GO TO 101
160· QT(N)=QNORM
161 C******** COMPUTE CONTINUITY PARAMETERS
162· 101 DQDH=1./(1.-AKON)*32.2*DELT2*A(N)/LEN(N)
163· SUMQ(NL)=SUMQ(NL)-0.5*(QT(N)+QO(N))
164· SUMQS(NL)=SUMQS(NL)-QT(N)
165● SUMAL(NL)=SUMAL(NL)+DQDH
166· SUMQ(NH)=SUMQ(NH)+0.5*(QT(N)+QO(N))
167· SUMQS(NH)=SUMQS(NH)+QT(N)
168· SUMAL(NH)=SUMAL(NH)+DQDH
169· 120 CONTINUE
170 C
171 C******** SET HALF STEP OUTFLOWS AND INTERNAL TRANSFERS
172· CALL BOUND(Y,YT,QT,TIME2,DELT2,IT)
173· N1=NTC+1
174 DO 130 N=N1,NTL
175 NL=NJUNC(N,1)
176· SUMQ(NL)=SUMQ(NL)-0.5*(QT(N)+QO(N))
177· SUMQS(NL)=SUMQS(NL)-QT(N)
178· NH=NJUNC(N,2)
179· IF(NH.EQ.0)GO TO 130
180· SUMQ(NH)=SUMQ(NH)+0.5*(QT(N)+QO(N))
181· SUMQS(NH)=SUMQS(NH)+QT(N)
182· 130 CONTINUE
183 C
184 C******** HALF-STEP HEAD
185 DO 320 J=1,NJ
186· IF(JSKIP(J)) 140,140,300
187· 140 IF(AS(J).GT.0.0 .OR. Y(J).GE.(ZCROWN(J)-Z(J))) GO TO 135
188 IF(NERROR.LE.10) WRITE(N6,2400) ICYC,JUN(J)
189· 2400 FORMAT(' ***** WARNING ***** ICYC=',I5,' ZERO SURFACE AREA COMPUT
190· .ED AT JUNCTION',I6,' CHECK INPUT DATA FOR HIGH PIPE ')
191 NERROR=NERROR+1
192 YT(J)=0.0
193 GO TO 300
194· 135 CONTINUE
195 YCROWN=0.96*(ZCROWN(J)-Z(J))
196 IF(Y(J)-YCROWN) 240,240,260
197 C
198 C******** COMPUTE YT FOR FREE SURFACE JUNCTIONS
199· 240 YT(J)=Y(J)+SUMQ(J)*DELT2/AS(J)
200 IF(YT(J).LT.0.) YT(J)=0.
201 C****** WHEN JUNCTION SURCHARGES? 'ASFULL' WILL BE THE LAST
202 C VALUE OF 'AS' UNDER FREE SURFACE FLOW
203 ASFULL(J) = AS(J)
204 GO TO 300
205 C
206 C******** ADJUST HEAD AT SURCHARGED JUNCTIONS
207 C....... APPLY 1/2 OF COMPUTED CORRECTION
208· 260 DENOM=SUMAL(J)
209 IF(Y(J).LT.1.25*YCROWN) DENOM=SUMAL(J)+(ASFULL(J)/DELT2-SUMAL(J))
210● . *EXP(-15.*(Y(J)-YCROWN)/YCROWN)
211· CORR=0.50
212·C**** DECREASE THE HEAD CORRECTION FACTOR FOR UPSTREAM TERMINAL JUNCTIONS
213· IF(NCHAN(J,2).EQ.0) CORR=0.30
214 YT(J)=Y(J)+CORR*SUMQS(J)/DENOM
215 IF((YT(J)+Z(J)).GT.GRELEV(J)) YT(J)=GRELEV(J)-Z(J)
216 IF(YT(J).LT.YCROWN) YT(J)=YCROWN-0.001
217 C**** COMPUTE THE CONVERGENCE CRITERIA FOR FLOW ERRORS IN SURCHARGED AREAS
218· QAVE=0.
219 DO 280 K=1,8
220· IF(NCHAN(J,K)) 290,290,280
221· 280 QAVE=QAVE+ABS(Q(NCHAN(J,K)))
222· 290 K=K-1
223· QAVE=SURTOL*QAVE/K
224· TOL=(TOL*(NSUR-1)+QAVE)/NSUR
225 NSUR=NSUR+1
226 C
227 C******** INITIALIZE FOR FULL STEP FLOWS
228· 300 AS(J)=0.
229· SUMQ(J)=QIN(J)
230· SUMQS(J)=QIN(J)
231 SUMAL(J)=0.
232· 320 CONTINUE
233 C
234 C******** HALF-STEP AREA, RADIUS : VELOCITY
235 C******** FULL-STEP FLOW
236· 330 ERROR=0.
237 DO 360 N=1,NTC
238· NL=NJUNC(N,1)
239· NH=NJUNC(N,2)
240 C**** CHECK WHETHER SURCHARGE ITERATIONS OCCURRING
241 IF(IT) 335,335,333
242· 333 IF(JCHECK(NH).EQ.IND(2)) GO TO 335
243 IF(JCHECK(NL).NE.IND(2)) GO TO 360
244· 335 H(N,1)=YT(NL)+Z(NL)
245 H(N,2)=YT(NH)+Z(NH)
246· CALL HEAD(N,NL,NH,H(N,1),H(N,2),QT(N),AT(N),VT(N),HRAD,ANH,ANL,
247· 1RNL,TIME,ICYC)
248· DELQ4=+DELT*VT(N)**2*(ANH-ANL)/LEN(N)
249· DELQ3=4.*VT(N)*(AT(N)-A(N))
250· DELQ2=-(DELT*32.2*(H(N,2)-H(N,1))/LEN(N))*AT(N)
251· QNEW=QO(N)+DELQ2+DELQ3+DELQ4
252 AKON=-DELT*(ROUGH(N)/HRAD**1.33333)*ABS(VT(N))
253· DELQ1=AKON*QNEW/(1.-AKON)
254· Q(N)=QNEW+DELQ1
255 C******** DO NOT ALLOW A FLOW REVERSAL IN ONE TIME STEP
256· DIRQT=SIGN(1.,QT(N))
257· DIRQ=SIGN(1.,Q(N))
258· IF(DIRQT/DIRQ.LT.0.) Q(N)=0.001*DIRQ
259 C******** CHECK FOR NORMAL FLOW
260 ICHECK(N)=IND(1)
261· IF(H(N,1) .GT. ZCROWN(NL)) GO TO 341
262· DELH=H(N,1)-H(N,2)
263· DELZP=ZP(N,1)-ZP(N,2)
264· IF(Q(N).LE.0.) GO TO 341
265 IF(DELH-DELZP) 340,341,341
266· 340 QNORM=SQRT(32.2*(ZP(N,1)-ZP(N,2))/(LEN(N)*ROUGH(N)))
267· 1 *ANL*RNL**0.6667
268· IF(QNORM.GT.Q(N)) GO TO 341
269 ICHECK(N)=IND(2)
270· Q(N)=QNORM
271 C******** COMPUTE CONTINUITY PARAMETERS
272· 341 DQDH=1./(1.-AKON)*32.2*DELT*AT(N)/LEN(N)
273· SUMQ(NL)=SUMQ(NL)-0.5*(Q(N)+QO(N))
274· SUMQS(NL)=SUMQS(NL)-Q(N)
275· SUMAL(NL)=SUMAL(NL)+DQDH
276· SUMQ(NH)=SUMQ(NH)+0.5*(Q(N)+QO(N))
277· SUMQS(NH)=SUMQS(NH)+Q(N)
278· SUMAL(NH)=SUMAL(NH)+DQDH
279· 360 CONTINUE
280 C
281 C******** SET FULL STEP OUTFLOWS AND INTERNAL TRANSFERS
282· CALL BOUND(YT,Y,Q,TIME,DELT,IT)
283 N1=NTC+1
284· DO 370 N=N1,NTL
285 C******** DO NOT ALLOW FLOW REVERSAL IN ONE TIME STEP
286· DIRQT=SIGN(1.,QT(N))
287· DIRQ=SIGN(1.,Q(N))
288· IF(DIRQT/DIRQ .LT. 0.) Q(N)=0.001*DIRQ
289· NL=NJUNC(N,1)
290· SUMQ(NL)=SUMQ(NL)-0.5*(Q(N)+QO(N))
291· SUMQS(NL)=SUMQS(NL)-Q(N)
292· NH=NJUNC(N,2)
293· IF(NH.EQ.0)GO TO 370
294· SUMQ(NH)=SUMQ(NH)+0.5*(Q(N)+QO(N))
295· SUMQS(NH)=SUMQS(NH)+Q(N)
296· 370 CONTINUE
297 C
298 C******** FULL-STEP HEAD
299 DO 560 J=1,NJ
300· IF(JSKIP(J)) 380,380,560
301· 380 IF(AS(J).GT.0.0 .OR. YT(J).GE.(ZCROWN(J)-Z(J))) GO TO 375
302· IF(NERROR.LE.10) WRITE(N6,2400) ICYC,JUN(J)
303 NERROR=NERROR+1
304● Y(J)=0.0
305 GO TO 560
306· 375 CONTINUE
307 YCROWN=0.96*(ZCROWN(J)-Z(J))
308 IF(YT(J)-YCROWN) 480,480,500
309 C
310 C**** CHECK WHETHER SURCHARGE ITERATIONS OCCURRING
311· 480 IF(IT) 490,490,560
312 C
313 C******** COMPUTE Y FOR FREE SURFACE JUNCTIONS
314· 490 Y(J)=Y(J)+SUMQ(J)*DELT/AS(J)
315 JCHECK(J)=IND(1)
316 IF(Y(J).LT.0.) Y(J)=0.
317 C******** AT INCIPIENT SURCHARGE, 'AS(J)' WILL BE THE ACTUAL
318 C VALUE OF 'ASFULL'
319· ASFULL(J) = AS(J)
320· GO TO 560
321·C
322 C******** ADJUST HEAD AT SURCHARGED JUNCTIONS
323 C ....... APPLY 1/2 OF COMPUTED CORRECTION
324· 500 DENOM=SUMAL(J)
325 IF(YT(J).LT.1.25*YCROWN) DENOM=SUMAL(J)+(ASFULL(J)/DELT-SUMAL(J))
326● . *EXP(-15.*(YT(J)-YCROWN)/YCROWN)
327· CORR=1.00
328 C**** DECREASE THE HEAD CORRECTION FACTOR FOR UPSTREAM TERMINAL JUNCTIONS
329· IF(NCHAN(J,2).EQ.0) CORR=0.60
330 Y(J)=YT(J)+CORR*SUMQS(J)/DENOM
331 IF((Y(J)+Z(J)).GT.GRELEV(J)) Y(J)=GRELEV(J)-Z(J)
332 IF(Y(J).LT.YCROWN) Y(J)=YCROWN-0.001
333 JCHECK(J)=IND(2)
334 C**** COMPUTE SURCHARGE FLOW ERROR IN JUNCTIONS NOT FLOODED
335· IF((Y(J)+Z(J)).LT.GRELEV(J)) ERROR=ERROR+SUMQS(J)
336· 560 CONTINUE
337 C**** CHECK CONVERGENCE OF THE FLOW ERROR IN SURCHARGED AREAS
338 IF(ABS(ERROR)-TOL) 565,565,561
339· 561 IT=IT+1
340 IF(IT-30)562,562,564
341 C**** INITIALIZE FOR NEXT ITERATION
342· 562 DO 563 J=1,NJ
343 IF(JCHECK(J).EQ.IND(1)) GO TO 563
344 YT(J)=Y(J)
345 SUMQ(J)=QIN(J)
346· SUMQS(J)=QIN(J)
347 SUMAL(J)=0.
348· 563 CONTINUE
349 GO TO 330
350· 564 IT=IT-1
351·C
352·C******** COMPUTE CONTINUITY PARAMETERS
353 C
354· 565 DO 950 J=1,NJ
355· SUMQIN = SUMQIN + QIN(J)*DELT
356· IF(Y(J).EQ.GRELEV(J)-Z(J)) QOU(J)=QOU(J)+SUMQS(J)*DELT
357· 950 CONTINUE
358 NL = NTC + 1
359·C******** SYSTEM OUTFLOWS
360 I=0
361 DO 960 N=NL,NTL
362 J=NJUNC(N,1)
363 IF(NJUNC(N,2).NE.0) GO TO 960
364· QOU(J)=QOU(J)+Q(N)*DELT
365 I=I+1
366· QOUT(I)=Q(N)
367· 960 CONTINUE
368 C
369 C******** WRITE HYDRAULIC DATA FOR INPUT TO QUALITY TRANSPORT MODEL
370 DUM=0.
371 NHOUR=TIME/3600.
372 IF(N22.GT.0) WRITE(N22) NHOUR,IDATE,TIMDAY,
373● 1 (QOUT(N),DUM,N=1,NLOCAT)
374 C
375 C******** CHECK FOR MAXIMUM FLOW AND VELOCITY IN CONDUITS
376 TMIN=(TIME-NHOUR*3600.)/60.
377· DO 902 N=1,NC
378 IF(Q(N).GT.QMAXX(N)) GO TO 903
379 GO TO 904
380· 903 QMAXX(N)=Q(N)
381 IQHR(N)=NHOUR
382· IQMIN(N)=TMIN+0.5
383· 904 IF(V(N).GT.VMAXX(N)) GO TO 905
384 C
385 GO TO 902
386· 905 VMAXX(N)=V(N)
387 IVHR(N)=NHOUR
388 IVMIN(N)=TMIN+0.5
389· 902 CONTINUE
390 C
391 C******** CHECK FOR SURCHARGE AND MAXIMUM DEPTH AT JUNCTIONS
392 DO 906 J=1,NJ
393· IF((Z(J)+Y(J)).GT.ZCROWN(J)) SURLEN(J)=SURLEN(J)+DELT/60.0
394 IF(Y(J).GT.DEPMAX(J)) GO TO 907
395 GO TO 906
396 C
397· 907 DEPMAX(J)=Y(J)
398 IDHR(J)=NHOUR
399· IDMIN(J)=TMIN+0.5
400· 906 CONTINUE
401·C
402 C******** CHECK PRINTOUT REQUIREMENTS
403 C.... INTERMEDIATE PRINTOUT
404 IF(MOD(ICYC,INTER).NE.0) GO TO 570
405 WRITE(N6,1504)
406 IF(IT) 566,566,568
407· 566 WRITE(N6,1499) ICYC,NHOUR,TMIN
408● 1499 FORMAT(1X,'CYCLE ',I5,6X,'TIME ',I4,' HRS - ',F5.2,
409· *' MIN',//)
410 GO TO 569
411· 568 WRITE(N6,1500)ICYC,NHOUR,TMIN,ERROR,IT
412● 1500 FORMAT(1X,'CYCLE ',I5,6X,'TIME ',I4,' HRS - ',F5.2,
413· *' MIN FLOW DIFFERENTIAL IN SURCHARGED AREA=',F6.2,
414· *'CFS ITERATIONS REQUIRED=',I2,//)
415· 569 WRITE(N6,1501)
416· 1501 FORMAT(1X,'JUNCTIONS / DEPTHS ',/)
417◆ WRITE(N6,1502)((JUN(J),Y(J),JCHECK(J)),J=1,NJ)
418· 1502 FORMAT(2X,I5,'/',F7.2,A1,7(2X,I5,'/',F7.2,A1)/)
419 WRITE(N6,1503)
420· 1503 FORMAT(/,1X,'CONDUITS / FLOWS ',/)
421◆ WRITE(N6,1502)((NCOND(N),Q(N),ICHECK(N)),N=1,NTL)
422· 1504 FORMAT(/,64(2H- ),//)
423· 570 CONTINUE
424 IF(ICYC-NSTART) 640,580,580
425· 580 NSTART=NSTART+INTER
426 LTIME=LTIME+1
427 C******** STORE HGL FOR PRINTOUT
428 DO 600 I=1,NHPRT
429 J=JPRT(I)
430 YMAX=ZCROWN(J)-Z(J)
431· PRTY(LTIME,I)=AMIN1(Y(J),YMAX)
432· 600 PRTH(LTIME,I)=Y(J)+Z(J)
433 C******** STORE FLOW * VELOCITY FOR PRINTOUT
434 DO 620 I=1,NQPRT
435 L=CPRT(I)
436· NL=NJUNC(L,1)
437· NH=NJUNC(L,2)
438· PRTQ(LTIME,I)=Q(L)
439· 620 PRTV(LTIME,I)=V(L)
440· 640 CONTINUE
441 C
442 C
443·C******** STORE HGL * FLOW FOR PRINTER PLOT ROUTINE
444 C
445 TPLT(NPTOT)=TIME/3600.
446 IF(NPLT) 700,700,660
447· 660 DO 680 N=1,NPLT
448 J=JPLT(N)
449· 680 YPLT(NPTOT,N)=Y(J)+Z(J)
450· 700 IF(LPLT) 760,760,720
451· 720 DO 740 N=1,LPLT
452 L=KPLT(N)
453· 740 QPLT(NPTOT,N)=Q(L)
454· 760 CONTINUE
455 C******** COMPUTE WATER VOLUME LEFT IN STORAGE
456 IF(NSTORE.EQ.0) GO TO 801
457 DO 800 I=1,NSTORE
458 J=JSTORE(I)
459· 800 VLEFT=VLEFT+Y(J)*ASTORE(J)
460· 801 CONTINUE
461 DO 810 N=1,NC
462 NL = NJUNC(N,1)
463· NH = NJUNC(N,2)
464 C**** VOLUME REMAINING IN CONDUIT WITH TIDE GATE NOT INCLUDED IN VLEFT
465 IF(NGATE) 807,807,803
466· 803 DO 805 I=1,NGATE
467· IF(JGATE(I).EQ.NH.OR.JGATE(I).EQ.NL) GO TO 810
468· 805 CONTINUE
469· 807 H1 = Y(NL) + Z(NL)
470· H2 = Y(NH) + Z(NH)
471· CALL HEAD(N,NL,NH,H1,H2,Q(N),A(N),V(N),HRAD,ANH,ANL,
472· *RNL,TIME,ICYC)
473· VLEFT = VLEFT + 0.5*(ANH + ANL)*LEN(N)
474· 810 CONTINUE
475 C
476 C******** PRINT * PLOT OUTPUT
477 CALL OUTPUT
478 STOP
479 C
480 END
Docs
The 1981 bugs and their fixes
The workbench carries two builds of EXTRAN III. As printed runs the listing as CDM printed it in 1981 and reproduces their runs. Bugs fixed changes the ten lines explained here, one per bug, and nothing else. Each card shows the code as printed and fixed, what goes wrong, what it does to results, and why the fix is right.
The listing as printed; it reproduces CDM's 1981 runs.
Try it
Run this deck both ways
Runs the deck now in the Card deck tab, an example or a converted SWMM model, through both builds and lists what the fixes change.
Contents
Ten fixes
Found in the listing
Seven bugs found while transcribing and checking the code
The first two are in CDM's printed runs: fixing either breaks the match with the 1981 printout. The others are on paths the seven examples never reach.
DEPTHX line 95 · manual page 189
Trapezoid normal depth divides by the bottom width only
in the 1981 printed runsfixed in Bugs fixed
The code, as printed (−) and fixed (+)
DEPTHX · listing lines 89–99 · manual page 189
89C**** COMPUTE YNORM
90 665 QNORMO=0.
91 SROOTS=SQRT(1.+STHETA(N)**2.)+SQRT(1.+SPHI(N)**2.)
92 DO 680 I=2,26
93 YI=0.04*FLOAT(I-1)*DEEP(N)
94 AREA=YI*(WIDE(N)+YI/2.*(STHETA(N)+SPHI(N)))
95− HRAD=AREA/(WIDE(N)+DTEMP*SROOTS)
+ HRAD=AREA/(WIDE(N)+YI*SROOTS)
96 QNORM=SQRT(32.2*(ZP(N,1)-ZP(N,2))/(LEN(N)*ROUGH(N)))*AREA*HRAD**0.
97 2677
98 IF(QNORM-QP) 675,670,670
99 670 DELTA=(QP-QNORMO)/(QNORM-QNORMO)
What goes wrong
DEPTHX finds the normal depth in a trapezoidal channel by trying depths in steps of DEEP/25. At each trial depth YI it takes the hydraulic radius as the area over the bottom width plus DTEMP times the two side-slope lengths. DTEMP is never given a value anywhere in the program, so it is zero (DEC-20 local variables start at zero), and the radius is the area over the bottom width alone. The radius comes out too large, every trial depth carries too much flow, and the normal depth found is too shallow.
What it does to results
BOUND uses this normal depth for free outfalls, tide gates and off-line pump wet wells on trapezoidal channels (it takes the lesser of critical and normal depth), and HEAD uses it at conduit ends. Example 1's free outfall 10208 peaks at 0.53 ft as printed and 2.51 ft fixed; SWMM 5.2.4 gives 2.53 ft. Across the SWMM5 models, this fix alone brings peak depths closer to SWMM in 82 models and further in 4, and the median peak-depth difference falls from 0.48 ft to 0.11 ft. The 1981 printed runs have the bug: with it fixed, Example 1 misses the printout in 515 values instead of 13.
The fix
Use the trial depth YI, set two lines above. Basis: a pencilled note in the manual's margin, "Replace DTEMP by YI".
DEPTHX lines 96–97 · manual page 189
Normal-depth exponent 0.677 instead of 2/3
in the 1981 printed runsfixed in Bugs fixed
The code, as printed (−) and fixed (+)
DEPTHX · listing lines 93–99 · manual page 189
93 YI=0.04*FLOAT(I-1)*DEEP(N)
94 AREA=YI*(WIDE(N)+YI/2.*(STHETA(N)+SPHI(N)))
95 HRAD=AREA/(WIDE(N)+DTEMP*SROOTS)
96 QNORM=SQRT(32.2*(ZP(N,1)-ZP(N,2))/(LEN(N)*ROUGH(N)))*AREA*HRAD**0.
97− 2677
+ 26667
98 IF(QNORM-QP) 675,670,670
99 670 DELTA=(QP-QNORMO)/(QNORM-QNORMO)
What goes wrong
The same trapezoid search raises the hydraulic radius to the power 0. continued by 677 on the next card, that is 0.677. Manning's equation uses 2/3, and the closed-conduit branch of DEPTHX (line 58) writes HRAD**0.6667.
What it does to results
Small: R0.677 is R0.0103 times R2/3, about 0.7 % more flow at a 2 ft radius and 1.7 % at 5 ft, so the normal depth is a little shallower. The printed runs have it too: with only this fixed, Example 1 misses the printout in 99 values instead of 13.
The fix
0.6667, as in the closed-conduit branch.
DEPTHX line 56 · manual page 188
A rectangle's "hydraulic radius" is its wetted perimeter
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
DEPTHX · listing lines 52–58 · manual page 188
52 400 QNORMO=0.
53 DO 600 I=2,26
54 AREA=AFULL(N)*ANORM(I,NTYPE)
55 HRAD=RFULL(N)*HRNORM(I,NTYPE)
56− IF(NTYPE.EQ. 2) HRAD=WIDE(N)+2.*(I-1)/25.*DEEP(N)
+ IF(NTYPE.EQ. 2) HRAD=AREA/(WIDE(N)+2.*(I-1)/25.*DEEP(N))
57 QNORM=SQRT(32.2*(ZP(N,1)-ZP(N,2))/(LEN(N)*ROUGH(N)))
58 1 *AREA*HRAD**0.6667
What goes wrong
In the closed-conduit normal-depth search, the table gives the area and hydraulic radius at each trial depth. For a rectangle (class 2) line 56 replaces the radius with WIDE(N)+2.*(I-1)/25.*DEEP(N), which is b + 2y, the wetted perimeter. Raised to the 2/3 power, it makes normal flow far too large, so the normal depth is far too shallow.
What it does to results
Only rectangular conduits, and none of the printed examples has one. On its own the fix is mixed across the SWMM5 models (closer to SWMM in 3, further in 6), because the same conduits also carry the HYDRAD bug below. With both fixed, the rectangular models agree with SWMM to within 2–18 % in median peak flow.
The fix
Area over wetted perimeter: HRAD=AREA/(WIDE(N)+2.*(I-1)/25.*DEEP(N)). Basis: the definition of hydraulic radius, which the table rows (RFULL(N)*HRNORM) already follow.
HEAD line 86 · manual page 191
Surface width written over the mid-conduit radius
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
HEAD · listing lines 80–90 · manual page 191
80C******** CRITICAL SECTION UPSTREAM' SURFACE AREA DOWNSTREAM
81 200 HEAD1=YC+ZP(N,1)
82 YNL=YC
83 YMID=0.5*(YNL+YNH)
84 IF (YMID.LE.0.0) YMID=0.0
85 CALL HYDRAD(N,NKLASS(N),YNL,RNL,ANL,BNL)
86− CALL HYDRAD(N,NKLASS(N),YMID,RMID,AMID,RMID)
+ CALL HYDRAD(N,NKLASS(N),YMID,RMID,AMID,BMID)
87 CALL HYDRAD(N,NKLASS(N),YNH,RNH,ANH,BNH)
88 IF(NKLASS(N).GT. 6) GO TO 260
89 AS(NH)=AS(NH)+0.25*(BMID+BNH)*LEN(N)
90 GO TO 260
What goes wrong
HYDRAD returns radius, area and surface width. In HEAD's branch for a conduit whose upstream end is at critical depth (label 200), the call for the middle of the conduit passes RMID as the width argument too. The width overwrites the hydraulic radius, so friction uses a width as a radius, and line 89 builds the downstream junction's surface area from whatever BMID held from an earlier call. Every other branch passes BMID.
What it does to results
Reached only when an upstream end drops to critical depth. Across the SWMM5 models it changed 2, both closer to SWMM (median peak-flow difference 35 % → 26 %). Not reached by the printed examples.
The fix
Pass BMID. Basis: the other branches of HEAD, and SWMM 4.4h passes BMID.
TRANSX line 340 · manual page 175
Surcharge iteration limit fixed at 30
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
TRANSX · listing lines 336–342 · manual page 174
336 560 CONTINUE
337C**** CHECK CONVERGENCE OF THE FLOW ERROR IN SURCHARGED AREAS
338 IF(ABS(ERROR)-TOL) 565,565,561
339 561 IT=IT+1
340− IF(IT-30)562,562,564
+ ITLIM=ITMAX
+ IF(ITLIM.LE.0) ITLIM=30
+ IF(IT-ITLIM)562,562,564
341C**** INITIALIZE FOR NEXT ITERATION
342 562 DO 563 J=1,NJ
What goes wrong
Card 3 reads ITMAX, the most iterations allowed per time step in surcharged areas, but TRANSX tests IT-30, so the card value is ignored.
What it does to results
None unless a deck sets ITMAX to something other than 30. All seven manual decks and every deck the converter writes use 30.
The fix
Test against ITMAX, keeping 30 when the field is blank.
TRANSX line 459 · manual page 177
Storage volume looked up by junction number
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
TRANSX · listing lines 455–460 · manual page 177
455C******** COMPUTE WATER VOLUME LEFT IN STORAGE
456 IF(NSTORE.EQ.0) GO TO 801
457 DO 800 I=1,NSTORE
458 J=JSTORE(I)
459− 800 VLEFT=VLEFT+Y(J)*ASTORE(J)
+ 800 VLEFT=VLEFT+Y(J)*ASTORE(I)
460 801 CONTINUE
What goes wrong
Adding up the water left in storage at the end of the run, the loop runs over storage units I but reads ASTORE(J), where J is the storage junction's position among all junctions. ASTORE holds 20 entries and J can be as high as 187, so the loop reads another unit's area or memory past the array.
What it does to results
Only the continuity balance at the end; depths and flows do not change. In Example 5 the water left goes from 8,299 to 8,379 ft³. Across the SWMM5 models, 3 fewer show a continuity error over 5 %.
The fix
ASTORE(I), the loop's own index.
BOUND line 234 · manual page 184
An in-line pump's third rate tests the outlet depth
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
BOUND · listing lines 231–235 · manual page 184
231C****** SET PUMP RATE
232 885 QOUT = PRATE(I,1)
233 IF(YDEP(J1).GT.VRATE(I,1)) QOUT = PRATE(I,2)
234− IF(YDEP(J2).GT.VRATE(I,2)) QOUT = PRATE(I,3)
+ IF(YDEP(J1).GT.VRATE(I,2)) QOUT = PRATE(I,3)
235 888 QP(LINK) = QOUT
What goes wrong
An in-line pump moves to its second rate when the inlet depth passes VRATE(1) (line 233), but its third rate tests YDEP(J2), the depth at the outlet junction.
What it does to results
None in the corpus or the examples: the converter writes a second threshold of 999 ft, so the third rate never starts, and Example 7's report is the same either way.
The fix
YDEP(J1), the inlet, like line 233. Basis: SWMM 4.4 (2004) has IF(YDEP(J1).GT.VRATE(I,2)) QOUT = PRATE(I,3) in the same place.
Found by running SWMM5 models
Three bugs found with the 259-model corpus
Each model was run through EXTRAN III as printed and through builds with one line changed. SWMM 4.4's EXTRAN (the 2004 Fortran in SWMMEnablement/SWMM_MD_Documents) fixes all three in the same way, which supports reading them as mistakes.
BOUND line 229 · manual page 184
A dry in-line pump pumps everything that flows in
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
BOUND · listing lines 219–235 · manual page 183
219 880 IF(IT) 875,875,872
220 872 IF(Y(J1).LE.0.96*(ZCROWN(J1)-Z(J1))) GO TO 900
221 875 JSKIP(J1)=0
222 IF(YDEP(J1)-0.001) 882,882,885
223 882 QINJ=0.
224 DO 883 K=1,8
225 N=NCHAN(J1,K)
226 IF(N.GT.NC) GO TO 884
227 IF(NJUNC(N,2).EQ.J1) QINJ=QINJ+QP(N)
228 883 CONTINUE
229− 884 QOUT=QINJ
+ 884 QOUT=AMIN1(QINJ,PRATE(I,1))
230 GO TO 888
231C****** SET PUMP RATE
232 885 QOUT = PRATE(I,1)
233 IF(YDEP(J1).GT.VRATE(I,1)) QOUT = PRATE(I,2)
234 IF(YDEP(J2).GT.VRATE(I,2)) QOUT = PRATE(I,3)
235 888 QP(LINK) = QOUT
What goes wrong
When the inlet junction is dry (depth 0.001 ft or less, line 222), lines 223–229 add up the flow in every conduit entering it and set the pump flow to that sum, whatever the pump rates say. Pumping out exactly what comes in keeps the inlet empty, so the same branch runs on the next step and the next. The pump curve is never used again, and the pump carries any flow at all.
What it does to results
In the nine extran6 pump models, a pump SWMM runs at 5 cfs carried 70.65 cfs, and the wet well that floods in SWMM stayed dry. With the fix, the median peak-flow difference from SWMM falls from about 22 % to 6–9 %; 11 models get closer and none further. Example 7's report is the same either way.
The fix
A dry inlet can pass what flows in, but no more than the first rate: AMIN1(QINJ,PRATE(I,1)). Basis: SWMM 4.4 (2004) adds IF(QOUT.GE.PRATE(I,1)) QOUT = PRATE(I,1) right after this line.
HYDRAD lines 45–47 · manual page 193
A closed rectangle never runs full
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
HYDRAD · listing lines 38–49 · manual page 193
38C******** FULL PIPE
39 160 WIDTH = 0.
40 AREA=AFULL(N)
41 HRAD=RFULL(N)
42 RETURN
43C******** RECTANGULAR SECTION (SPECIAL CASE)
44C
45− 180 WIDTH=WIDE(N)
+ 180 IF(DEPTH.GE.DEEP(N)) GO TO 160
+ WIDTH=WIDE(N)
46 AREA=WIDTH*DEPTH
47 HRAD=AREA/(WIDTH+2.*DEPTH)
48 HRAD=AMAX1(HRAD,0.01)
49 RETURN
What goes wrong
The table shapes switch to the full-pipe values at label 160 once the depth reaches DEEP(N), and the trapezoid caps its depth at DEEP(N). The rectangle branch has no such test. Above the crown AREA=WIDTH*DEPTH keeps growing, the surface width stays the full width, and the hydraulic radius keeps growing, so a surcharged box acts like an open channel with walls as high as the water.
What it does to results
Every rectangular conduit, and every SWMM shape the converter turns into a closed rectangle (arch, ellipse, gothic, catenary, custom and others). In the 13 extran1 shape models the median peak-flow difference from SWMM is 340–4,200 % as printed and 2–18 % with the fix; in rect_closed a conduit SWMM runs at 1.86 cfs carries 306 cfs. 26 models get closer and 1 further. None of the printed examples has a rectangle.
The fix
Go to the full-pipe branch (label 160) once the depth reaches DEEP(N). Basis: SWMM 4.4 (2004) adds IF(RDEPTH.GT.DEEP(N)) RDEPTH = DEEP(N).
OUTPUT line 62 · manual page 216
The continuity balance forgets the water already there
not in the printed examplesfixed in Bugs fixed
The code, as printed (−) and fixed (+)
OUTPUT · listing lines 45–64 · manual page 215
45 5001 FORMAT(' TOTAL SYSTEM INFLOW VOLUME =',F12.0,' CU FT',/)
46 WRITE(N6,5001) SUMQIN
+ WRITE(N6,5011) VINIT
+ 5011 FORMAT(' INITIAL SYSTEM VOLUME =',5X,F12.0,' CU FT',/)
47 WRITE(N6,5004)
48 5004 FORMAT(' JUNCTION OUTFLOWS AND',/,' STREET FLOODING',/)
49 WRITE(N6,5005)
50 5005 FORMAT(4X,'JUNCTION',2X,'OUTFLOW, FT3',/)
51 DO 119 J=1,NJ
52 IF(QOU(J).GT.0.) WRITE(N6,5003) JUN(J),QOU(J)
53 5003 FORMAT(7X,I5,2X,F12.0)
54 SUMOUT = SUMOUT + QOU(J)
55 119 CONTINUE
56 WRITE(N6,5007)
57 5007 FORMAT(15X,7(2H--))
58 WRITE(N6,5008) SUMOUT
59 5008 FORMAT(13X,'TOTAL',11X,F12.0,' CU FT',/)
60 WRITE(N6,5009) VLEFT
61 5009 FORMAT(' VOLUME LEFT IN SYSTEM =',5X,F12.0,' CU FT',/)
62− PCTERR = ((SUMQIN-SUMOUT-VLEFT)/SUMQIN)*100.
+ PCTERR = ((SUMQIN+VINIT-SUMOUT-VLEFT)/(SUMQIN+VINIT))*100.
63 WRITE(N6,5006) PCTERR
64 5006 FORMAT(' ERROR IN CONTINUITY, PERCENT =',F6.2)
TRANSX · listing lines 99–103 · manual page 170
99 20 CONTINUE
100 DO 30 J=1,NJ
101 YT(J)=Y(J)
102 30 CONTINUE
+C**** WATER IN THE SYSTEM AT THE START, MEASURED AS VLEFT IS AT THE END
+ VINIT=0.
+ IF(NSTORE.EQ.0) GO TO 9806
+ DO 9805 I=1,NSTORE
+ J=JSTORE(I)
+ 9805 VINIT=VINIT+Y(J)*ASTORE(I)
+ 9806 DO 9810 N=1,NC
+ NL=NJUNC(N,1)
+ NH=NJUNC(N,2)
+ IF(NGATE) 9809,9809,9807
+ 9807 DO 9808 I=1,NGATE
+ IF(JGATE(I).EQ.NH.OR.JGATE(I).EQ.NL) GO TO 9810
+ 9808 CONTINUE
+ 9809 H1=Y(NL)+Z(NL)
+ H2=Y(NH)+Z(NH)
+ CALL HEAD(N,NL,NH,H1,H2,Q(N),ADUM,VDUM,HDUM,ANH,ANL,RNL,TIME,ICYC)
+ VINIT=VINIT+0.5*(ANH+ANL)*LEN(N)
+ 9810 CONTINUE
103C
What goes wrong
The balance at the end of the run is (inflow − outflow − water left) / inflow. Water already in the system when the run starts, from initial depths and flows on cards 19–20 or from a tide that fills the outfall pipes on the first step, is counted as left at the end but never as there at the start. A model that starts wet shows a negative error about the size of its starting water.
What it does to results
Only the printed balance; depths and flows do not change. extran8a prints −44.2 %, and +0.3 % with its starting water counted; EPA_Master_Extran_Orifice_Control prints −6.89 % and +0.5 %. The seven printed examples start empty. The SWMM tab shows the as-printed build's error both ways, working out the starting water itself.
The fix
After setting up the initial state, TRANSX measures the water in the system the same way it measures VOLUME LEFT at the end: storage depth times area, plus half the two end areas times the length of each conduit, leaving out tide-gated conduits. OUTPUT prints it as INITIAL SYSTEM VOLUME and uses (inflow + start − outflow − left) / (inflow + start), as SWMM and SWMM 4.4 do (SUME = VINIT + SUMQIN). VINIT is added to COMMON/STAT/ in both TRANSX (line 38) and OUTPUT (line 33).
Left as printed in both builds
Not fixed, and why
- INFLOW 65,
200 READ(N21) T2,(QTAPE(L,2),L=1,MJSW): later interface-file records skip the unit conversion and the hours-to-seconds step the first record gets. The workbench never reads an interface file. - EXTRAN 28,
10 INCT=INCT+1: in SWMM mode the tape counter is an unset local instead ofINCNT. The workbench runs EXTRAN stand-alone, where this line is skipped. - INDATA 352 and 654: two error messages whose FORMAT statements do not match their WRITE lists. Only reached when a deck has those errors.
- Negative depths reset to zero, TRANSX 316
IF(Y(J).LT.0.) Y(J)=0.: when a pump or a steep drop takes more water from a junction than it holds, the reset makes up the difference, which shows as a continuity error. That is how the method works, not a slip in the code, so it stays. - SWMM5's upstream weighting of area and radius is a different method, not a bug fix. It brings EXTRAN closest to SWMM5 but makes three corpus models unstable, so neither build has it.
About
The 1981 EXTRAN, from the printed page to your browser
EXTRAN, the Extended Transport block of the EPA Storm Water Management Model, was written at Camp Dresser & McKee by Larry Roesner, Robert Shubinski and John Aldrich. Its 1981 user's manual prints the full DEC-20 FORTRAN-10 source as an appendix (pages 167–228, compiled 20 May 1981). That printout is the only copy of this version's source we have, and the only form it came in was OCR text of the manual.
How it was rebuilt
The OCR text was cut into the listing's 15 program units, 2,998 numbered lines in all, keeping every line at its printed line number. 1,425 lines needed character repairs, such as QIN read as OIN, commas read as I or r, and 187 read as 137. Each repair is logged with its reason: 1,289 are sure, 133 likely and 3 guesses. The Source listing tab shows them all.
Two loops in INDATA read DO 873 NK=1,8 although their bodies use KK. Running the weir and pump examples settled it: with NK, Example 4 misses its printed results badly; with KK it matches them, so the transcription reads KK.
How it runs here
The transcription gets 27 small edits so a modern compiler accepts it. Most replace DEC-20 file handling (OPEN(...DEVICE='DSK',DIALOG=...)). Two others: FORTRAN-10 allowed a bracketed sublist inside an implied DO, and HEAD calls DEPTH where the routine is printed SUBROUTINE DEPTHX. Every edit is marked ◆ in the Source listing tab.
The Fortran was translated to C with f2c, linked with the f2c runtime library, and compiled with clang for WebAssembly (wasm32-wasi). The page supplies the 17 system calls the engine uses, from an in-memory file system, and runs each deck in a fresh instance on a background thread. On all seven decks, the browser engine's report is byte-for-byte the same as the same C code compiled natively.
The engine follows DEC-20 storage rules: local variables keep their values between calls and start at zero. The plotting routines depend on that.
Bugs that are part of the 1981 results
The trapezoid branch of DEPTHX computes its hydraulic radius as HRAD=AREA/(WIDE(N)+DTEMP*SROOTS), but DTEMP is never set; someone pencilled "Replace DTEMP by YI" in the manual's margin. The same branch raises it to the power 0.677 instead of 2/3. Correcting either one breaks the match with the printed Example 1 (from 13 mismatched values to 515, or to 99), so CDM's printed runs were made with both. The workbench keeps them as printed.
Three more defects, found by running SWMM5 models
Running the 259 SWMM5 models through EXTRAN III, as printed and with one line changed at a time, turned up three defects the seven printed examples never reach: a closed rectangle that never runs full (HYDRAD 45–49), a dry in-line pump that pumps everything flowing in (BOUND 229), and a continuity balance that leaves out the water already in the system (OUTPUT 62). SWMM 4.4's EXTRAN fixes all three. The Docs tab explains each one with its code.
Two engines: as printed, and with the bugs fixed
The workbench carries two builds of EXTRAN III. As printed is the listing with only the edits a modern compiler needs. It reproduces CDM's 1981 runs and is the default. Bugs fixed changes the ten lines below, one per defect, and nothing else. Switch between them in the Engine card on the Run tab or in the SWMM tab's settings, and the current deck runs again. Both builds run all seven examples; with the fixes, Example 1's continuity error goes from −1.00 % to −0.81 %. Across the 202 SWMM5 models both builds finish, the median peak-depth difference from SWMM is 0.48 ft as printed and 0.11 ft with the fixes, and 24 models rather than 40 show a continuity error over 5 %.
| Where | As printed | Bugs fixed |
|---|---|---|
| DEPTHX 95 | HRAD=AREA/(WIDE(N)+DTEMP*SROOTS) | HRAD=AREA/(WIDE(N)+YI*SROOTS) |
| DEPTHX 96–97 | HRAD**0.677 | HRAD**0.6667 |
| DEPTHX 56 | HRAD=WIDE(N)+2.*(I-1)/25.*DEEP(N) | HRAD=AREA/(WIDE(N)+2.*(I-1)/25.*DEEP(N)) |
| HEAD 86 | CALL HYDRAD(N,NKLASS(N),YMID,RMID,AMID,RMID) | …,AMID,BMID) |
| HYDRAD 45 | 180 WIDTH=WIDE(N) | 180 IF(DEPTH.GE.DEEP(N)) GO TO 160, the full-pipe branch |
| TRANSX 340 | IF(IT-30)562,562,564 | the limit is card 3's ITMAX (30 if blank) |
| TRANSX 459 | VLEFT=VLEFT+Y(J)*ASTORE(J) | …*ASTORE(I) |
| BOUND 229 | 884 QOUT=QINJ | 884 QOUT=AMIN1(QINJ,PRATE(I,1)) |
| BOUND 234 | IF(YDEP(J2).GT.VRATE(I,2)) | IF(YDEP(J1).GT.VRATE(I,2)) |
| OUTPUT 62 | PCTERR = ((SUMQIN-SUMOUT-VLEFT)/SUMQIN)*100. | the starting volume is measured, printed as INITIAL SYSTEM VOLUME and counted, as in SWMM 4.4 |
The Docs tab explains each fix: the code as printed and fixed, what goes wrong, what it does to results, and the basis for the change. Both builds leave INFLOW 65 (interface-file records), EXTRAN 28 (the SWMM-mode tape counter) and two INDATA error-message formats as printed; nothing in the workbench reaches them. SWMM5's upstream weighting of area and radius is a different method, not a bug fix, so neither build has it.
Precision
The DEC-20 carried single precision in a 36-bit word with a 27-bit mantissa, between IEEE single (24-bit) and double. f2c also evaluates intrinsic functions in double precision. So last digits and the times of flat peaks can differ from the 1981 printout, and do. The Against 1981 tab counts exactly how many.
SWMM5 and SWMM6 models
The SWMM5 vs EXTRAN III tab turns a SWMM .inp into a 1981 card deck. EXTRAN III has no rainfall, runoff or dry-weather flow: water enters only on hydrograph cards, at 65 junctions at most. So SWMM 5.2.4 runs the model first, here in the page, reporting at its routing step, and the lateral inflow it routed into each node becomes the cards. SWMM evaluates that inflow at the start of each routing step, so the cards are moved back by one step. Both engines then route the same water; the volume balance shows how closely (Example 1: 1,458,000 ft³ on the cards, 1,457,953 ft³ in SWMM).
Conduits map onto EXTRAN's six classes. Other shapes become a closed rectangle or an open trapezoid with the same depth and full area. Barrels become parallel conduits. Orifices, weirs and pumps are mapped onto EXTRAN's own rules, and storage becomes a prismatic tank that holds the same volume at full depth. Δt is SWMM's routing step unless EXTRAN's explicit scheme needs a shorter one. Each change is listed with the run that needed it.
The check: Example 1 written as a SWMM5 model and converted back gives a deck that EXTRAN runs to the same continuity balance, to the cubic foot, as the manual's own deck. Of the 259 models in SWMMEnablement/1729-SWMM5-Models, 207 went through both engines. 34 exceed EXTRAN's 187 junctions or links. SWMM 5.2.4 itself cannot run 9 of them, mostly for missing rainfall or time-series files. The other 9 run too long for 99,999 steps, hold more than 20 storage units, or have no conduits. In 199 of the 202 completed runs that carry inflow, the cards hold SWMM's inflow volume to within 1 %.
Some differences are EXTRAN's own. At a free outfall on a trapezoidal channel, EXTRAN takes its depth from the DEPTHX trapezoid branch with the DTEMP bug, so Example 1's outfall peaks at 0.53 ft against SWMM's 2.53 ft. The 1981 printout shows 0.53 too.
What this does not show
- A SWMM comparison uses the lateral inflow SWMM computed, so it tests routing, not hydrology. Control rules, minor losses, ponding and flap gates on conduits have no EXTRAN III equivalent; each run lists what was left out.
- Agreement with the printed runs covers the code paths the seven examples use: circular pipes, trapezoidal channels, free and gated outfalls, an orifice of each type, a weir, storage and both pump types.
- Rectangular, horseshoe, egg and basket-handle conduits, computed tides (options 3 and 4) and interface-file input and output have no printed run to check against.
- The three defects found with SWMM5 models rest on SWMM5 comparisons and on SWMM 4.4's later source, not on a 1981 printed run.
- Printed values are read from OCR text, so a "mismatch" may be a misread digit on the page rather than a wrong number here. Page images would settle these, and the 136 doubtful listing lines too.
- The Card deck tab knows the card layouts from INDATA's FORMAT statements, but EXTRAN itself is the only judge of a deck: the gutter labels assume the deck is well formed.
AI use
Any use of AI in a document should be disclosed, even for small tasks like formatting or checking citations, and the disclosure should say how far the use went. This section does that for the workbench.
The workbench was built with Claude, Anthropic's AI model, in Claude Code sessions in October 2026, under the direction of Robert (Bob) Dickinson. He chose the project, supplied the manual, decided what to test and reviewed the results. Responsibility for the work is his.
What Claude did. It cut the OCR text of the 1981 listing into its 15 program units and repaired the OCR damage, logging each repair with its reason and a confidence. It made the 27 edits a modern compiler needs, translated the Fortran with f2c, compiled the engines to WebAssembly and transcribed the seven example decks. It also wrote the SWMM5-to-EXTRAN converter, the readers for SWMM's files, this page and its tests, ran the checks, and wrote the text you are reading.
How the results were checked. The checks are mechanical, not the AI's judgment. Each run is scored value by value against CDM's printed 1981 output. The browser engine's report is compared byte for byte with a native build, and the converter is run against SWMM 5.2.4 on 259 models. No person has yet checked the 139 listing lines marked likely or guess against images of the manual pages.
Sources
EXTRAN user's manual (Camp Dresser & McKee, 1981), from SWMMEnablement/SWMM_MD_Documents (Extran3_Manual.pdf). Example decks: manual Tables 2–14. Printed results: manual Tables 3–15.
EPA SWMM 5.2.4, from USEPA/Stormwater-Management-Model (tag v5.2.4). Sample models and the 259-model test set: SWMMEnablement/1729-SWMM5-Models.
