Appendix-H_Hydrographs_GateOilContract_20190409.pdf
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- Dam Gear Box oil replacement Federal contract opportunity
- Solicitation number
- W912ES19T0025
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Appendix H Hydrographs Gate Oil Contract
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A06_SOW_7_June_2019.pdf | ||
| Questions_and_Answers.pdf | ||
| A22_Solicitation_Amendment_2.pdf | ||
| A22_Solicitation_Amendment_2.pdf | ||
| Questions_and_Answers.pdf | ||
| A06_SOW_7_June_2019.pdf | ||
| A22_Solicitation_Amendment_1.pdf | ||
| Amendment_1_Tanter_Gate_Gear_Box_Oil_Replacement.pdf | ||
| Appendix-C_Schaefer-Oil-SDS.PDF | ||
| Appendix-F_LD5_HALF_14FEB2019.pdf | ||
| Appendix-D_LD2_HALF_14FEB2019.pdf | ||
| Appendix-B_287H_FlushingAgent-TDS.PDF | ||
| Appendix-G_LD2-4-5_GearBoxes_Overview.pdf | ||
| Appendix-E_LD4_HALF_14FEB2019.pdf | ||
| Appendix-A_287H_Flushing_Agent-SDS.PDF | ||
| A22_Tainter_Gate_Gear_Box_Oil.pdf |
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CEMVP-EC-H (1110-2-1403) 30 NOV 2018
Noren/JBN/5626
MEMORANDUM FOR Chief, CEMVP-CT:
SUBJECT: Adverse weather days for Tainter Gate Gear Box Oil Replacement at LD2; plans and specifications.
1. In response to a request from Design Branch, adverse weather data for the Tainter Gate Gear Box Oil Replacement at LD2 is provided.
The weather station selected for this analysis was Rosemount Agricultural Experiment Station Data, which has a period of record of 67 years (1950-2017). Data shown is for precipitation of 0.1 inch or more and maximum daily temperatures less than 32 degrees Fahrenheit.
The actual numbers have been multiplied by 5/7 to account for the workweek.
Anticipated Weather Delay Due to Precip & Temp in Days
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
16 12 6 2 3 3 3 3 2 2 4 13
Nelsen, Elizabeth A, PE Chief, Water Control & Hydrology Section
TAINTER GATE GEAR BOX OIL
REPLACEMENT
POOL 2 MISSISSIPPI RIVER
POOL ELEVATION DURATION CURVES
JANUARY ‐ JUNE
1971 ‐ 2016
POOL DUR_1
LOCK AND DAM 2
HYDROLOGIC INFORMATION
Notes:
1. These monthly stage curves were derived using the U.S. Army Corps of Engineers Lock and Dam 2 24‐hour flow data for the period 1971 through 2016. MSL 1912 ‐ 0.37FT = NAVD 88 at Lock and Dam 2.
2. These stage duration curves are based on the gage data at Lock and Dam 2 (Pool). These stage hydrographs represent the period 1971‐2016, 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
EL
EV
AT
IO
N I
N
FE
ET
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
POOL 2 MISSISSIPPI RIVER
POOL ELEVATION DURATION CURVES
JULY ‐ DECEMBER
1971 ‐ 2016
POOL DUR_2
LOCK AND DAM 2
HYDROLOGIC INFORMATION
Notes:
1. These monthly stage curves were derived using the U.S. Army Corps of Engineers Lock and Dam 2 24‐hour flow data for the period 1971 through 2016. MSL 1912 ‐ 0.37FT = NAVD 88 at Lock and Dam 2..
2. These elevation duration curves are based on the gage data at Lock and Dam 2 (Pool). These elevation hydrographs represent the period 1971‐2016, 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
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
NOVEMBER
2008 2009 2010 2011 2012 2013
10000
20000
30000
40000
50000
60000
70000
80000
90000
100000
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
D
IS
C H
AR
G
E
IN
C
FS
2013 2014 2015 2016 2017 2018
10000
20000
30000
40000
50000
60000
70000
80000
90000
100000
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
D
IS
C H
AR
G
E
IN
C
FS
TAINTER GATE GEAR BOX OIL
REPLACEMENT
POOL 2 MISSISSIPPI RIVER
FLOW HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2008 ‐ 2017
FLOW HYDROS
LOCK AND DAM 2
HYDROLOGIC INFORMATION
Notes:
1. The daily flow hydrograph is based on ten years of pool elevation observations recorded by the USACE pool gage at Lock and Dam 2 at Hastings, Minnesota. Daily observations shown above are taken at approximately 8AM Central Standard Time (CST).
2. These flow hydrographs are based on the gage data at Lock and Dam 2 (Pool). These elevation hydrographs 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.
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
EL
EV
AT
IO
N
N
AV
D
8)
2013 2014 2015 2016 2017 2018
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
EL
EV
AT
IO
N
N
AV
D
8)
TAINTER GATE GEAR BOX OIL
REPLACEMENT
POOL 2 MISSISSIPPI RIVER
POOL ELEVATION HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2008 ‐ 2017
ELEVATION HYDROS
LOCK AND DAM 2
HYDROLOGIC INFORMATION
Notes:
1. The daily pool elevation hydrograph is based on ten years of pool elevation observations recorded by the USACE pool gage at Lock and Dam 2 at Hastings, Minnesota. Daily observations shown above are taken at approximately 8AM Central Standard Time (CST). MSL 1912 ‐ 0.37 ft = NAVD 88 at Lock and Dam 2.
2. These elevation hydrographs are based on the gage data at Lock and Dam 2 (Pool). These elevation hydrographs 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.
CEMVP-EC-H (1110-2-1403) 30 Nov 2018
MEMORANDUM FOR Chief, CEMVP-CT:
Replacement at LD4; plans and specifications.
for the Tainter Gate Gear Box Oil Replacement at LD4 project is provided. The weather station selected for this analysis was Alma Dam 4 WI, which has a period of record of 80 years (1937-2017). Data shown is for precipitation of 0.1 inch or more and maximum daily temperatures less than 32 degrees Fahrenheit. The actual numbers have been multiplied by 5/7 to account for the workweek.
16 11 6 5 6 6 5 5 5 4 5 13
Nelsen, Elizabeth A, PE Chief, Water Control & Hydrology Section
REPLACEMENT LD 4
MISSISSIPPI RIVER
POOL ELEVATION DURATION CURVES
JANUARY ‐ JUNE
1972 ‐ 2017
POOL STAGE DUR_1
LOCK AND DAM 4
HYDROLOGIC INFORMATION
Notes:
1. These monthly stage curves were derived using the U.S. Army Corps of Engineers Lock and Dam 4 24‐hour data for the period 1972 through 2016. MSL 1912 ‐ 0.41 ft = NAVD 88 at Lock and Dam 4.
2. These stage duration curves are based on the best information available. These stage hydrographs represent the period 1972‐2016, 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
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
REPLACEMENT LD 4
MISSISSIPPI RIVER
POOL ELEVATION DURATION CURVES
JULY ‐ DECEMBER
1972 ‐ 2017
POOL STAGE DUR_2
LOCK AND DAM 4
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 4 24‐hour data for the period 1972 through 2016. MSL 1912 ‐ 0.41 ft = NAVD 88 at Lock and Dam 4.
2. These elevation duration curves are based on the best information available. These elevation hydrographs represent the period 1972‐2016, 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
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
20000
40000
60000
80000
100000
120000
140000
160000
180000
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
D
IS
C H
AR
G
E O
N C
FS
2013 2014 2015 2016 2017 2018
20000
40000
60000
80000
100000
120000
140000
160000
180000
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
D
IS
C H
AR
G
E O
N C
FS
TAINTER GATE GEAR BOX OIL
REPLACEMENT LD 4
MISSISSIPPI RIVER HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2008 ‐ 2017
FLOW HYDROS
LOCK AND DAM 4
HYDROLOGIC INFORMATION
Notes:
1. The flow hydrograph is based on ten years of pool elevation observations recorded by the USACE gage at Lock and Dam 4 near Alma, Wisconsin. Daily observations shown above are taken at approximately 8AM Central Standard Time (CST).
2. These flow hydrographs are based on the best information available. These hydrographs 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.
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
N
AV
D
FT
2013 2014 2015 2016 2017 2018
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
N
AV
D
FT
TAINTER GATE GEAR BOX OIL
REPLACEMENT LD 4
POOL 4 MISSISSIPPI RIVER HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2008 ‐ 2017
STAGE HYDROS
LOCK AND DAM 4
HYDROLOGIC INFORMATION
Notes:
1. The stage hydrograph is based on ten years of pool elevation observations recorded by the USACE gage at Lock and Dam 4 near Alma, Wisconsin. Daily observations shown above are taken at approximately 8AM Central Standard Time (CST).
MSL 1912 ‐ 0.41 ft = NAVD 88 at Lock and Dam 4.
2. These stage hydrographs are based on the best information available. These hydrographs 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.
CEMVP-EC-H (1110-2-1403) 30 NOV 2018
MEMORANDUM FOR Chief, CEMVP-CT:
Replacement at LD5; plans and specifications.
for the Tainter Gate Gear Box Oil Replacement at LD5 project is provided. The weather station selected for this analysis was Minnesota City Dam 5 MN, which has a period of record of 80 years (1936-2016). Data shown is for precipitation of 0.1 inch or more and maximum daily temperatures less than 32 degrees Fahrenheit. The actual numbers have been multiplied by 5/7 to account for the workweek.
16 11 7 5 5 5 5 5 4 3 5 12
Elizabeth Nelsen, PE Chief, Water Management & Hydrology Section
POOL 5 MISSISSIPPI RIVER
POOL ELEVATION DURATION CURVES
JANUARY ‐ JUNE
1971 ‐ 2017
POOL STAGE DUR_1
LOCK AND DAM 5
HYDROLOGIC INFORMATION
Notes:
1. These monthly stage curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5 daily data for the period 1971 through June 2016. MSL 1912 ‐ 0.43 ft = NAVD 88 at Lock and Dam 5.
2. These stage duration curves are based on the best information available. These stage hydrographs represent the period 1971‐2016, 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
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
POOL 5 MISSISSIPPI RIVER
POOL ELEVATION DURATION CURVES
JULY ‐ DECEMBER
1971 ‐ 2017
POOL STAGE DUR_2
LOCK AND DAM 5
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using the U.S. Army Corps of Engineers Lock and Dam 5 daily pool data for the period 1971 through June 2016. MSL 1912 ‐ 0.43 ft = NAVD 88 at Lock and Dam 5.
2. These elevation duration curves are based on the best information available. These elevation hydrographs represent the period 1971‐2016, 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
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
0 10 20 30 40 50 60 70 80 90 100
EL
EV
AT
IO
N
N
AV
D
8)
20000
40000
60000
80000
100000
120000
140000
160000
180000
200000
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
FL
O
W
IN
C
FS
2013 2014 2015 2016 2017 2018
20000
40000
60000
80000
100000
120000
140000
160000
180000
200000
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
FL
O
W
IN
C
FS
TAINTER GATE GEAR BOX OIL
REPLACEMENT
POOL 5 MISSISSIPPI RIVER
FLOW HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2008‐ 2017
FLOW HYDROS
LOCK AND DAM 5
HYDROLOGIC INFORMATION
Notes:
1. The discharge hydrograph is based on ten years of pool elevation observations recorded by the USACE pool gage at Lock and Dam 5 near Minnesota City, Minnesota. Daily observations shown above are taken at approximately 8AM Central Standard Time (CST).
2. These discharge hydrographs are based on the best information available. These elevation hydrographs 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.
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
EL
EV
AT
IO
N
N
AV
D
8)
2013 2014 2015 2016 2017 2018
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
EL
EV
AT
IO
N
N
AV
D
8)
TAINTER GATE GEAR BOX OIL
REPLACEMENT
POOL 5 MISSISSIPPI RIVER
POOL ELEVATION HYDROGRAPHS
JANUARY 01 ‐ DECEMBER 31
2008‐ 2017
ELEVATION HYDROS
LOCK AND DAM 5
HYDROLOGIC INFORMATION
Notes:
1. The daily pool elevation hydrograph is based on ten years of pool elevation observations recorded by the USACE pool gage at Lock and Dam 5 near Minnesota City, Minnesota. Daily observations shown above are taken at approximately 8AM Central Standard Time (CST). MSL 1912 ‐ 0.43 ft = NAVD 88 at Lock and Dam 5.
2. These elevation hydrographs are based on the best information available. These elevation hydrographs 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.
| durations_stage1_POOL_LD2 |
| durations_stage1_POOL_LD4 |
| durations_stage1_POOL_LD5 |
| durations_stage2_POOL_LD2 |
| durations_stage2_POOL_LD4 |
| durations_stage2_POOL_LD5 |
| Hydrographs_FLOW_LD2 |
| Hydrographs_FLOW_LD4 |
| Hydrographs_FLOW_LD5 |
| Hydrographs_POOL_LD2 |
| Hydrographs_POOL_LD4 |
| Hydrographs_POOL_LD5 |
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