Stormwater Studio Project File v 3.0.0.24
Enter Project Name...
False
4
New Line --------------------
1
Channel
0
138.987686157227
189.056091308594
158.987686157227
189.056091308594
0
0
20
3
5.319999
2
97.69004
0.009999466
97.89003
1
0.035
103.01
103.21
Depressed
101
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
158.987686157227
189.056091308594
178.987686157227
189.056091308594
0
0
20
0
3
3
98.49001
0.0005004883
98.50002
1
0.011
103.21
117
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

2
178.987686157227
189.056091308594
225.181662782791
169.92191969034
22.5
22.5
50
0
3
3
98.5
0.140002
105.5001
1
0.011
117
117
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
225.181662782791
169.92191969034
246.155513033035
169.92191969034
-22.5
0
20.97385
0
3
3
105.5001
0.0009486795
105.52
1
0.011
117
112.5
Depressed

0
Runoff --------------------
25
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
3
4
4
2
2
2
0
2
0
0.05
0.02
1

1
0.013
User-defined Labels --------------------
2
150.1654
222.5442
Sample Broken Back Culvert That Outfalls Into a Channel
Arial Bold Italic
36
#FF808080
159.5502
216.5539
Compute. Then select all 4 Lines (click Line 4 while holding [Shift] key) 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


128.270903469646
256.872295720616
158.858664653148
233.607413972738
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
Runoff Ids --------------------




Crossing Data --------------------
False

0
0
0
0
0
0
0
0
0
Diversions --------------------
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
Outfall Structure Type --------------------
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
0
0
Drawn Drainage Areas --------------------
Line No 001
0
Line No 002
0
Line No 003
0
Line No 004
0