Stormwater Studio Project File v 3.0.0.24
Enter Project Name...
False
5
New Line --------------------
1
Open Channel
0
-9.58101844787598
204.538543701172
140.418975830078
204.538543701172
0
0
150
3
4.729993
8
100.9
0.002533315
101.28
1
0.035
105.63
106.01

Normal
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
0
0
0
0
0
0
0
0
0
2
0

0
0
New Line --------------------
2
Overtopping Weir
1
140.418975830078
204.538543701172
215.417678833008
204.538543701172
0
0
74.9987
4
1.5
2.75
101.98
0.01360019
103
3
0.011
106
106.03
Depressed

0
Runoff --------------------
0
0
0
5

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
Triple 24-inch RCP
0
0.013
New Line --------------------
3
Open Channel
2
215.417678833008
204.538543701172
365.417663574219
204.538543701172
0
0
150
3
6.870007
8
102
0.003200022
102.48
1
0.03
108.87
109.35


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
0
0
0
0
0
0
0
0
0
2
0

0
0
New Line --------------------
4

3
365.417663574219
204.538543701172
440.417663574219
204.538543701172
0
0
75
0
2.5
2.5
103.24
0.01013336
104
2
0.011
106.5
107
Depressed

0
Runoff --------------------
0
0
0
5

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

0
0.013
New Line --------------------
5
Open Channel
4
440.417663574219
204.538543701172
590.417663574219
204.538543701172
0
0
150
3
6
10
103
0.0025
103.375
1
0.03
109
109.375


0
Runoff --------------------
70
2
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 --------------------
8
4
0
0
0
0
0
0
0
0
0
2
0

0
0
User-defined Labels --------------------
2
84.07765
377.8446
Open Channels, Pipes & Overtopping Weirs
Arial Bold Italic
36
#FF808080
97.04556
345.4248
Pipe segments are multi-barreled with headwalls and overtopping weirs as their Inlet type
Arial Italic
18
#FF808080
Rainfall IDF --------------------
SampleIDF.idf
C:\Users\Terry\Documents\StormwaterStudioProjects\Rainfall Files\SampleIDF.idf
4
FHA
Sample IDF Curves
I = B/(Tc + D)^E)
Equation Coefficients = B, D, E, n/a
1,0,0,0,0
1,69.87033,13.10001,0.8658344,0
1,0,0,0,0
1,79.25974,14.60002,0.8369033,0
1,88.23514,15.50002,0.8279132,0
1,102.6072,16.50003,0.8217015,0
1,114.8193,17.20003,0.819854,0
1,127.1596,17.80003,0.818648,0
Intermediate Intensity Values = 5-min, 15-min, 30-min, 60-min
0,0,0,0
5.7,4,2.686,1.7
0,0,0,0
6.57732,4.6976,3.301556,2.1466
7.245359,5.2168,3.740692,2.4596
8.253059,5.9888,4.375514,2.9065
9.0486,6.596,4.871096,3.2542
9.84,7.2,5.364,3.6
False


-69.5808866500855
650.417531776429
-4.70872497558582
413.78581237793
Image Maps
False


100
400
100
255.152671755725
Inlet Id and Line Id custom label locations --------------------
0
0
0
0
250.984598323179
256.097798565447
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
False
0
Pipe Color 0-Concrete, 1-Metal, 2-HDPE
0
TIN Surface Proposed --------------------
False
LandXML Background --------------------
False
25
100
2
Headwall Inlet Edge --------------------
0
2
0
2
0
Outfall Structure Type --------------------
0
0
0
0
0
Saved Profiles List --------------------
0
TIN Surface Existing --------------------
False
AASHTO Junction Loss Method --------------------
False
Suppress Junction Losses --------------------
False
Compute Supercritical Profile --------------------
False
Headwalls With Weirs --------------------
1
106.03
30
1
107
12
Drawn Drainage Areas --------------------
Line No 001
0
Line No 002
0
Line No 003
0
Line No 004
0
Line No 005
0