W912ES21B0014_REF-DWGS.pdf
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- Attached to
- Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-2A
- Solicitation number
- W912ES21B0014
About this file
This document package includes reference drawings and hydrologic information for the Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-2A opportunity. The U.S. Army Corps of Engineers, St. Paul District is soliciting bids for construction of the SE-2A embankment, which will extend approximately 1-3/4 miles north from a point east of the intersection of County Roads 16 and 17. The fixed-price contract is valued between $10-25 million and has a North American Industry Classification System code of 237990 for other heavy and civil engineering construction. The solicitation is a total small business set-aside and responses are due through the Federal Business Opportunities website. The reference drawings and hydrologic information provide rating curves, flow frequency analyses, and elevation data from 1942-2017 to support design of the flood risk management project.
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Other files
| File | Type | Posted |
|---|---|---|
| W912ES21B0014 0003 - Amendment 0003.pdf | ||
| W912ES21B0014 0002 - Amendment 0002.pdf | ||
| W912ES21B0014 0001 - Amendment 0001.pdf | ||
| W912ES21B0014_PLANS.pdf | ||
| W912ES21B0014_SPECS.pdf |
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Text version
WILD RICE RIVER STRUCTURE
WILD RICE RIVER AT I‐29 NR ST BENEDICT, ND
(USGS GAGE 464243096495100)
WILD RICE RIVER NR ABERCROMBIE, ND
(USGS GAGE 05053000)
ELEVATION‐FLOW RATING CURVE AND
FLOW‐FREQUNCY CURVE
DRAWING NUMBER:
WRRS_RatingCurve_QF
Notes:
1. The elevation‐flow rating curve is based on period of record: March 2009 ‐ November 2012, recorded by the USGS gage near the construction location (464243096495100). Total drainage area is approximately 2,220 square miles.
2. The flow‐frequency curve is based on period of record: 1942 ‐ 2009, recorded by the USGS gage upstream of the construction location (05053000). Drainage area is approximately 2,080 square miles and the contributing drainage area is 1,490 square miles.
3. The elevation‐flow rating curve and the flow‐frequency curve are based on the best information available. These curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers, St. Paul, Minnesota.
.10.20.51251020304050607080909599
100050020010050201052 50,000
40,000 35,000 30,000 25,000
20,000 17,500 15,000 12,500
10,000
7,000 6,000 5,000
4,000 3,500 3,000 2,500
2,000 1,750 1,500 1,250
1,000
Fl ow
(c fs
Exceedance Frequency (in %)
Flow Frequency Curve
Return Period
USGS Gage 05053000 Wild Rice River at Abercrombie, ND
Flow Frequency Analysis from FMM Diversion Project No Project Conditions
Period of Record: 1942 ‐ 2009 Total Drainage Area: 2,080 square miles
Analysis Statistics
Length of Record: 68 years Mean: 3.126
Standard Dev: 0.555 Adopted Skew: ‐0.419
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000
El ev at io n (N
AV
D
El ev at io n (N
AV
D
Discharge (cfs)
USGS 464243096495100‐ Wild Rice River at I‐29 (No Project Conditions)
Gage Data
Field Measurements
Wild Rice River Structure Invert Elevation
No Project Rating Curve
POR: March 2009 ‐ November 2012
2007 2008 2009 2010 2011 2012
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
E
LE
V A
TI
O
N (F
T, N
A V
D
8)
2012 2013 2014 2015 2016 2017
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
E
LE
V A
TI
O
N (F
T, N
A V
D
8)
WILD RICE RIVER STRUCTURE
WILD RICE RIVER NEAR ABERCROMBIE, ND
USGS GAGE SITE 05053000
USGS GAGE ELEVATION HYDROGRAPHS
JANUARY 01 ‐ JANUARY 01
2006 ‐ 2017
SHEET NUMBER: 1 of 5
WILD RICE RIVER STRUCTURE
HYDROLOGIC INFORMATION
Notes:
1. The elevation hydrograph above is based on ten years of daily elevation data recorded by the United States Geological Survey (USGS) on the Wild Rice River near Abercrombie, ND. Daily data shown above are automatically recorded at approximately midnight Central Standard Time (CST).
2. This 10 year record of elevation data is based on the best information available. These elevation data represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
WILD RICE RIVER NEAR ABERCROMBIE, ND
USGS GAGE SITE 05053000
ELEVATION DURATION CURVES
TRANSLATED TO WILD RICE RIVER STRUCTURE
LOCATION
OCTOBER ‐ JANUARY
2000 ‐ 2017
SHEET NUMBER: 2 of 5
WILD RICE RIVER STRUCTURE
ELEVATION DURATION HYDROGRAPHS
Notes:
1. These monthly elevation duration curves were derived from the long‐term USGS gage near Abercrombie, ND. Daily data at this location was used to form the elevation duration curves for the period October 2000 through January 2017.
2. These elevation duration curves are based on the best information available. These elevation hydrographs represent the period 2000‐2017, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N I
N
FE
E
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
SHEET NUMBER: 3 of 5
ELEVATION DURATION HYDROGRAPHS
Notes:
1. These monthly elevation duration curves were derived from the long‐term USGS gage near Abercrombie, ND. Daily data at this location was used to form the elevation duration curves for the period October 2000 through January 2017.
2. These elevation duration curves are based on the best information available. These elevation hydrographs represent the period 2000‐2017, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
TI
O
N
T (N
A V
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
NOVEMBER
WILD RICE RIVER STRUCTURE
WILD RICE RIVER NEAR ABERCROMBIE, ND
USGS GAGE SITE 05053000
ELEVATION DURATION CURVES
TRANSLATED TO WILD RICE RIVER STRUCTURE
LOCATION
OCTOBER ‐ JANUARY
2000 ‐ 2017
WILD RICE RIVER AT ABERCROMBIE, ND
USGS GAGE SITE 05053000
FLOW DURATION CURVES
JANUARY ‐ DECEMBER
1932 ‐ 2016
SHEET NUMBER: 4 of 5
WILD RICE RIVER STRUCTURE
FLOW DURATION HYDROGRAPHS
Notes:
1. These flow duration curves are based on 85 years of recorded daily flows (1932 ‐ 2016) by the USGS on the Wild Rice River near Abercrombie, ND. The drainage area at the gage is 2,080 square miles. The contributing drainage area at the gage is 1,490 square miles.
2. These flow duration curves are based on the best information available. These curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
MAY
WILD RICE RIVER AT ABERCROMBIE, ND
USGS GAGE SITE 05053000
FLOW DURATION CURVES
JANUARY ‐ DECEMBER
1932 ‐ 2016
SHEET NUMBER: 5 of 5
WILD RICE RIVER STRUCTURE
FLOW DURATION HYDROGRAPHS
Notes:
1. These flow duration curves are based on 85 years of recorded daily flows (1932 ‐ 2016) by the USGS on the Wild Rice River near Abercrombie, ND. The drainage area at the gage is 2,080 square miles. The contributing drainage area at the gage is 1,490 square miles.
2. These flow duration curves are based on the best information available. These curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
1,000
10,000
0 10 20 30 40 50 60 70 80 90 100
FL
O
W
IN
C
FS
NOVEMBER
| WRRS_RatingCurve_QF |
| WRRS_Hydrologic_Reference_Information |
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