how to display pdf file in picturebox in c# : Copy pdf text with formatting software control dll windows azure winforms web forms FloodplainActivationFlow-Jan063-part513

N
PWA
FAF Floodplain along the Yolo Bypass
between Woodland and Lisbon
igu r e
f
8
PWARef#: 1744
SFO/1744/report/figures/ETF_Floodplain_YoloBP_WdlndLisb.cdr
Region of missing
topographic data
Copy pdf text with formatting - extract text content from PDF file in C#.net, ASP.NET, MVC, Ajax, WinForms, WPF
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P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\VIN\Data_Out\VIN_X-Section.xls
140
150
160
170
180
190
200
210
220
9,500
10,000
10,500
11,000
11,500
12,000
12,500
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
2-yr annual peak flow
7-day duration from
March 15 - May 15
2 of 3 years
Source:  Cross-section topograpy from UNET hydraulic model
Notes: Flood frequencies estimated using USGS annual maximum series data (fo
o
Water Years 1968-1980) and PEAKFQ Model
PWA #:  1744 
figure 9 
FAF and 2-year Annual Peak Flow Stages for
Sacramento River at Vina-Woodson Bridge (RM 215)
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P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\HMC\Data_Out\HMC_max_of_min_1115_7days.xls
115
125
135
145
155
165
3,200
5,200
7,200
9,200
11,200
13,200
15,200
17,200
19,200
21,200
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
2-yr annual peak flow
7-day duration from
March 15 - May 15
2 of 3 years
FAF and 2-year Annual Peak Flow Stages fo
Sacramento River at Hamilton City (RM 199)
Source:  Cross-section topograpy from UNET hydraulic model
Notes: Flood frequencies estimated using USGS annual maximum flood series 
data (for Water Years 1968-1980 and 1993-2003) and PEAKFQ Model
PWA #:  1744 
figure 10 
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P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\COL\Data_Out\COL_max_of_min_1115_7days.xls
20
30
40
50
60
70
80
9,500
10,000
10,500
11,000
11,500
12,000
12,500
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
2-yr annual peak flow
7-day duration from
March 15 - May 15
2 of 3 years
Source:  Cross-section topograpy from UNET hydraulic model
Notes: Flood frequencies estimated using USGS annual maximum flood serie
e
data (for Water Years 1968-2003) and PEAKFQ Model
PWA #:  1744 
figure 11  
FAF and 2-year Annual Peak Flow Stages for
Sacramento River at Colusa (RM 143)
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P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\MPS\Data_Out\MPS_X-Section.xls
10
20
30
40
50
60
70
80
9,500
10,000
10,500
11,000
11,500
12,000
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
7-day duration from
March 15 - May 15
2 of 3 years
Source:  Cross-section topograpy from UNET hydraulic model
Notes: Annual maximum flood series are not available for this station. 
Therefore, flood frequencies could not be estimated.
PWA #:  1744 
figure 12 
FAF Stage for Sacramento River at Meridian Pumps (RM 131)
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P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\IST\Data_Out\IST_X-Section.xls
-30
-20
-10
0
10
20
30
40
50
9,500
10,000
10,500
11,000
11,500
12,000
12,500
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
7-day duration from
March 15 - May 15
2 of 3 years
Source:  Cross-section topograpy from UNET hydraulic model
Notes: Annual maximum flood series are not available for this station. 
Therefore, flood frequencies could not be estimated
PWA #:  1744 
figure 13 
FAF Stage for Sacramento River at I-Street (RM 60)
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P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\FPT\Data_Out\FPT_max_of_min_1115_7days.xls
-30
-20
-10
0
10
20
30
40
9,500
10,000
10,500
11,000
11,500
12,000
12,500
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
2-yr annual peak flow
7-day duration from
March 15 - May 15
2 of 3 years
Source:  Cross-section topograpy from UNET hydraulic model
Notes: Flood frequencies estimated using USGS annual maximum flood 
series data (for Water Years 1968-2003) and PEAKFQ Model
FAF and 2-year Annual Peak Flow Stages for
Sacramento River at Freeprt (RM 46)
PWA #:  1744 
figure 14 
P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\YBY\Data_Out\YBY_max_of_min_1117_7days.xls
-5
0
5
10
15
20
25
30
35
40
0
1,000
2,000
3,000
4,000
5,000
6,000
7,000
8,000
9,000
10,000
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
2-yr annual peak flow
7-day duration from
March 15 - May 15
2 of 3 years
Source: Cross-section topograpy from UNET hydraulic model
Notes: Flood frequencies estimated using USGS annual maximum flood serie
e
data (for Water Years 1968-1997) and PEAKFQ Model
PWA #:  1744 
figure 15 
FAF and 2-year Annual Peak Flow Stages for
Yolo Bypass near Woodland (RM 51)
P:\Projects\1744-00_Sacramento_Valley_Floodplain_Quantification\Hydrologic_Analysis\Data\LIS\Data_Out\LIS_X-Section.xls
-5
0
5
10
15
20
25
30
35
40
2,500
3,500
4,500
5,500
6,500
7,500
8,500
9,500
10,500
11,500
12,500
Distance (ft)
E
l
e
v
a
t
i
o
n
(
f
t
)
7-day duration from
March 15 - May 15
2 of 3 years
PWA #:  1744 
figure 16  
FAF Stage for Yolo Bypass at Lisbon (RM 36)
Source:   Cross-section topograpy from UNET hydraulic model
Notes: Annual maximum flood series are not available for this station.  
Therefore, flood frequencies could not be estimated
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