Stormwater Studio Project File v 3.0.0.24
Enter Project Name...
False
3
New Line --------------------
1
Main Line
0
166.884661117717
169.73840665874
240.79502371862
200.353081247947
-22.5
-22.5
80
0
1.25
1.25
100
0.005036831
100.4029
1
0.011
101.5
105
Depressed
Crown
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 --------------------
0
0
4
4
2
2
2
0
2
0
0.05
0.02
1

0
0.013
New Line --------------------
2
Main Line
1
240.79502371862
200.353081247947
315.79502371862
200.353081247947
22.5
0
75
0
1.5
1.5
100.15
0.00195221
100.2964
1
0.011
105
106
Depressed

0
Runoff --------------------
0
3
0.8
10

0
0

0
0

0
0
Tc --------------------
User
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
Open Headwall
0
0.013
New Line --------------------
3
Diversion Line
0
170.756418811088
229.345213297839
240.794244451694
200.35120713728
22.4883995056152
22.4884
75.80204
0
1.25
1.25
100
0.005144972
100.39
1
0.011
101.5
105
Depressed
Crown
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
0
4
4
2
2
2
0
2
0
0.05
0.02
1
Split Junction
0
0.013
User-defined Labels --------------------
2
209.1278
259.0672
Example Diversion Project
Arial Bold Italic
36
#FF808080
212.4258
250.8907
Compute and compare the EGLa for Lines 1 & 3
Arial Italic
18
#FF808080
Rainfall IDF --------------------
Bulletin70Sec02.idf
C:\Users\Terry\Documents\Hydrology Studio\Rainfall Files\Bulletin70Sec02.idf
3
FHA
Bulletin 70 Section 02 IDF
I = B/(Tc + D)^E)
Equation Coefficients = B, D, E, n/a
1,0,0,0,0
1,99.20325,20.70004,0.9655542,0
1,0,0,0,0
1,122.9683,19.90004,0.9655163,0
1,132.2527,19.10004,0.9478493,0
1,176.3214,20.20004,0.9617457,0
1,198.7021,19.50004,0.9552515,0
1,219.0068,19.10004,0.9424875,0
Intermediate Intensity Values = 5-min, 15-min, 30-min, 60-min
0,0,0,0
4.32,3.14,2.24,1.43
0,0,0,0
5.52,3.98,2.82,1.79
6.48,4.66,3.3,2.1
7.92,5.74,4.08,2.6
9.36,6.75,4.78,3.04
10.92,8.2,5.58,3.56
False


149.128504923545
333.551179912792
160.805530405669
268.000045442524
Image Maps
False


100
400
100
260.523186682521
Inlet Id and Line Id custom label locations --------------------
0
0
0
0
284.221688297052
190.727440341198
0
0
247.189008395044
217.727812635773
0
0
Runoff Ids --------------------



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

0
0
0
0
0
0
0
0
0
Diversions --------------------
True
3
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
1
0
Outfall Structure Type --------------------
4
0
3
Saved Profiles List --------------------
0
TIN Surface Existing --------------------
False
AASHTO Junction Loss Method --------------------
False
Suppress Junction Losses --------------------
False
Compute Supercritical Profile --------------------
False
Headwalls With Weirs --------------------
0
106
0
Drawn Drainage Areas --------------------
Line No 001
0
Line No 002
0
Line No 003
0