Stormwater Studio Project File v 3.0.0.24
Enter Project Name...
False
5
New Line --------------------
1
Outfall Channel
0
138.987686157227
189.056091308594
168.987686157227
189.056091308594
0
0
30
3
2.779997
2
100.23
0.00133311
100.27
1
0.035
103.01
103.05
Depressed
Normal
0
Runoff --------------------
0
0
0
0

0
0

0
0

0
0
Tc --------------------
User
0
0
0
0
0
0
Paved
0
0
0
0
0
0
0
0
0
0
0
Paved
0
0
0
0
0
0
0
0
0
0
0
Paved
0
0
0
0
0
Inlet --------------------
8
0
4
4
2
2
2
0
2
0
0.05
1
0

1
0.013
New Line --------------------
2

1
168.987686157227
189.056091308594
188.987686157227
189.056091308594
0
0
20
0
2
2
100.51
-0.05049896
99.50002
1
0.011
103.05
106.05
Depressed

0
Runoff --------------------
0
0
0
0

0
0

0
0

0
0
Tc --------------------

0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
Inlet --------------------
8
1
4
4
2
2
2
0
2
0
0.05
0.02
1

0
0.013
New Line --------------------
3
Inverted Siphon
2
188.987686157227
189.056091308594
263.987686157227
189.056091308594
0
0
75
0
2
2
99.5
1.831055E-06
99.50014
1
0.011
106.05
106.05
Depressed

0
Runoff --------------------
0
0
0
0

0
0

0
0

0
0
Tc --------------------

0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
Inlet --------------------
8
2
4
4
2
2
2
0
2
0
0.05
0.02
1

1
0.013
New Line --------------------
4

3
263.987686157227
189.056091308594
283.987686157227
189.056091308594
0
0
20
0
2
2
99.5001
0.06995507
100.8992
1
0.011
106.05
105
Depressed

0
Runoff --------------------
0
0
0
0

0
0

0
0

0
0
Tc --------------------

0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
Inlet --------------------
7
0
4
4
2
2
2
0
2
0
0.05
0.02
1

1
0.013
New Line --------------------
5
Upstream Channel
4
283.987686157227
189.056091308594
313.987686157227
189.056091308594
0
0
30
3
4
1.5
100.9
0.0003334045
100.91
1
0.035
104.9
104.91
Depressed

0
Runoff --------------------
15
0
0
0

0
0

0
0

0
0
Tc --------------------

0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
Inlet --------------------
8
4
4
4
2
2
2
0
2
0
0.05
1
0

0
0.013
User-defined Labels --------------------
2
179.1517
242.5257
Sample Broken-Back Culvert in a Sag
Arial Bold Italic
30
#FF808080
167.5439
235.1567
Compute. Then select all Lines (click Line 5 while holding [Shift]) and click the Profile tab.
Arial Italic
18
#FF808080
Rainfall IDF --------------------
WaterlooIowa.idf
C:\Users\Terry\Documents\StormwaterStudioProjects\Rainfall Files\WaterlooIowa.idf
3
FHA
Waterloo, Iowa
I = B/(Tc + D)^E)
Equation Coefficients = B, D, E, n/a
1,0,0,0,0
1,0,0,0,0
1,0,0,0,0
1,33.90712,4.999998,0.69161,0
1,38.74497,4.899998,0.6874307,0
1,0,0,0,0
1,0,0,0,0
1,40.08474,0.9000001,0.5231722,0
Intermediate Intensity Values = 5-min, 15-min, 30-min, 60-min
0,0,0,0
0,0,0,0
0,0,0,0
6.91,4.12,2.9,1.89
8.03,4.78,3.37,2.2
0,0,0,0
0,0,0,0
15.9,9.45,6.66,4.67
False


121.487686157227
331.487686157227
126.969412231445
249.030587768555
Image Maps
False


100
400
100
263.74829001368
Inlet Id and Line Id custom label locations --------------------
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Runoff Ids --------------------





Crossing Data --------------------
True
Utility Xing
206
216
103.5
206
160
103.5
1
2
1
Diversions --------------------
False
0
False
0
False
0
False
0
False
0
Pipe Color 0-Concrete, 1-Metal, 2-HDPE
0
TIN Surface Proposed --------------------
False
LandXML Background --------------------
False
25
100
5
Headwall Inlet Edge --------------------
0
0
0
0
0
Outfall Structure Type --------------------
0
0
0
0
0
Saved Profiles List --------------------
0
TIN Surface Existing --------------------
False
AASHTO Junction Loss Method --------------------
True
Suppress Junction Losses --------------------
False
Compute Supercritical Profile --------------------
False
Headwalls With Weirs --------------------
0
105
0
Drawn Drainage Areas --------------------
Line No 001
0
Line No 002
0
Line No 003
0
Line No 004
0
Line No 005
0