Channel Studio Project File v 1.0.0.0
New Project
False



Reach Data
Channel Thickness Parameters
2
7
5
5
1
Reach Number = 1
715
400
276.18
400
0
0
0
0
0
0
438.82
438.82
0
Cross-Section Data
6
Known Elevation
104
105.5
109
Section Number = 1
0
276.1799989885
414.999996553632
276.1799989885
399.999996553632
276.1799989885
384.999996553632
276.1799989885
419.999996553632
Section 1
Channel
0
15
10
1
1
10
100
0.03
0.03
0.03
1
1
1
0
30
0.1
0.3
0
0
0
0
Sta, Elev Data
4
0,110
10,100
20,100
30,110
Flow Data
200
500
550
Section Number = 2
70
346.179993901506
414.999996553632
346.179993901506
399.999996553632
346.179993901506
384.999996553632
346.179993901506
419.999996553632
Downstream Bridge
Channel
0
15
10
1
1
10
100.1
0.03
0.03
0.03
70
70
70
0
30
0.1
0.3
3
106
27
106
Sta, Elev Data
4
0,110.1
10,100.1
20,100.1
30,110.1
Flow Data
200
500
550
Section Number = 3
100
376.17999263322
414.999996553632
376.17999263322
399.999996553632
376.17999263322
384.999996553632
376.17999263322
379.999996553632
Bridge Section
Bridge
0
15
10
1
1
10
100.1
0.03
0.03
0.03
5
10
5
0
30
0.1
0.3
0
0
0
0
Sta, Elev Data
4
0,110.1
10,100.1
20,100.1
30,110.1
Bridge Data
40
108
106
8
22
0
15
1.5
0
0
0
0
0
0
Flow Data
200
500
550
Section Number = 4
130
406.18001689687
414.999996553632
406.18001689687
399.999996553632
406.18001689687
384.999996553632
406.18001689687
419.999996553632
Upstream Bridge
Channel
0
15
10
1
1
10
100.25
0.03
0.03
0.03
5
5
5
0
30
0.1
0.3
3
108
27
108
Sta, Elev Data
4
0,110.25
10,100.25
20,100.25
30,110.25
Flow Data
200
500
550
Section Number = 5
230
506.180029690542
414.999996553632
506.180029690542
399.999996553632
506.180029690542
384.999996553632
506.180029690542
419.999996553632
Section 5
Channel
0
15
10
1
1
10
101.25
0.03
0.03
0.03
100
100
100
0
30
0.1
0.3
0
0
0
0
Sta, Elev Data
4
0,111.25
10,101.25
20,101.25
30,111.25
Flow Data
200
500
550
Section Number = 6
438
714.180027705611
414.999996553632
714.180027705611
399.999996553632
714.180027705611
384.999996553632
714.180027705611
419.999996553632
Section 6
Channel
0
15
10
1
1
10
101.5
0.03
0.03
0.03
208
208
208
0
30
0
0
0
0
0
0
Sta, Elev Data
4
0,111.5
10,101.5
20,101.5
30,111.5
Flow Data
200
500
550
Friction Loss Method
0
Calculation Options
False
True
User-defined Labels
2
397.1037
521.0182
Sample Bridge Project
Arial Bold Italic
36
#FF808080
404.5404
497.5925
Compute all 3 three profiles and compare
Arial Bold Italic
18
#FF808080
Background Maps
DXF Maps
False


232.297991943359
758.882000732422
297.305392456055
603.712796020508
Image Maps
False


100
1100
100
568.253968253968
Reach Ids

Blocked Obstructions
1
False
False
2
False
False
3
False
False
4
False
False
5
False
False
6
False
False
Scour Inputs
0
0
0
0
0
0
0.012
0
0
0
0
0
0
0
0
0
0
0
TIN Surface --------------------
False
LandXML Background --------------------
False