Title: Summer Flood
12007 Summer Flood on the Red River
by Robert Simrall, P.E. Chief, Water Control
Section Vicksburg District
2Southwestern Division
Flood of June and July 2007 Red River Valley
Assoc 22 Feb 2008 Presented by Ron Bell SWD
Water Management Team Leader
3Vicksburg District
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8Total Rainfall for June 2007
9Total Rainfall by Counties for June 2007
10Total Rainfall by Counties for July 2007
11The Following 17 Lakes Filled to Over 90 Full
12Flood of June and July 2007
- The Corps cannot control floods, we can only
respond to the flood by managing the outflows
from our projects.
13Flood OperationIndividual Project
- The goal of any flood damage risk reduction
operation is to not exceed the downstream
bankfull capacity. - Releases from the lake, when combined with
downstream runoff will not cause the river to
exceed bankfull capacity, if possible. - Flood waters will be stored as long as possible
in order to accomplish this goal.
14System Water Control Plan
- All the Lakes in the Red River Basin are Operated
as a System - Each river system has a system water control
plan. - Each system water control plan attempts to
balance the percent of flood storage contained in
individual project flood pools.
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20Reservoirs Peaking on July 13, 2007
Lake Texoma Pool Crested at 640.73 (104) Top of
flood pool is 640 Peak inflow was 158,000
cfs Peak release was 39,700 cfs
21Lake Texoma
Taken July 5, 2007 Pool elevation 639.33 Release
24,400 cfs
22Lake Texoma
Taken July 5, 2007 Pool elevation 639.33 Release
24,400 cfs
23Lake Texoma Flood of 2007
US Army Corps of Engineers
One Corps Serving The Army and the Nation
24Red River at Arthur City, TX
Unregulated Peak Flow 237,200 cfs Stage 31.9
feet
Regulated Peak Flow 84,700 cfs Stage 21.6 feet
Flood Stage is 22 feet
25Red River at Dekalb, TX
Unregulated Peak Flow 305,400 cfs Stage 38.2
feet
Regulated Peak Flow 89,000 cfs Stage 26.9 feet
Flood Stage is 24 feet
26Flood Damages Prevented
- Red River Damages Prevented gt 218M
27Maximum Stage
28Maximum and Minimum Stage
29Maximum, Minimum, and Average Stage
30Red River at Shreveport, LA 2007 Stages
31Red River at Shreveport, LA 2007 Stages
32Red River at Fulton, AR 2007 Stages
33Red River at Grand Ecore, LA 2007 Stages
34Red River at Alexandria, LA 2007 Stages
35Impact of the High Water on Navigation
- Navigation Aids
- - Channel Markers
- Closing Locks to Navigation
- Increase Sediment Load Increase in Dredging?
36Navigation Aids during the High Water Channel
Markers RM 147.6
37Navigation Aids during the High Water Channel
Markers RM 143.2
38Navigation Aids during the High Water Channel
Markers RM 175.3
39Navigation Aids during the High Water Channel
Markers RM 187.2
40Navigation Aids during the High Water Channel
Markers RM 163.2
41Navigation Aids After High Water Channel Markers
42Navigation Aids After High Water Channel Markers
43Navigation Aids After High Water Channel Markers
44Impact of the High Water on Navigation
- Navigation Aids
- - Channel Markers
- Closing Locks to Navigation
- Increase Sediment Load Increase in Dredging?
45Closing Locks to Navigation Red River at LD 1
46Closing Locks to Navigation Red River at LD 2
47Closing Locks to Navigation Red River at LD 3
48Closing Locks to Navigation Red River at LD 4
49Closing Locks to Navigation Red River at LD 5
50Impact of the High Water on Navigation
- Navigation Aids
- - Channel Markers
- Closing Locks to Navigation
- Increase Sediment Load Increase in Dredging?
51Increase in Dredging?
As the channel has matured, the amount of
dredging required has dropped from a 3 year
average of 2.5 million cubic yards in 97-99 to
an average of only 728 thousand cubic yards in
05-07. The amount of dredging required was
also influenced by unusually low spring river
stages.
Dredging Stats '97 - 1,585,000 cy '98 -
3,563,000 cy '99 - 2,493,000 cy '00 - 1,939,000
cy '01 - 2,414,000 cy '02 - 1,668,000 cy '03 -
773,000 cy '04 - 1,175,000 cy '05 - 670,000
cy '06 - 766,000 cy '07 - 750,000 cy
52Increase in Dredging?
- Why Dredging did not increase?
- My Opinion Good Communications and hard
work of the members of the Red River Navigation
Steering Committee
53Coordination/Communication
- NWS River Forecast Centers
- USGS
- Between SWD Districts
- Vicksburg District
- News Releases
- Situation Reports (Emergency Mgmt)
- Great Updates by Rich Brontoli
- Meetings with Communities during Event
54Red River Navigation Steering Committee
- Red Valley Association
- Red River Waterway Commission
- Major Users of the Waterway
- US Coast Guard
- US Army Corps of Engineers
55Red River Navigation Steering Committee
- US Army Corps of Engineers
- Mississippi Valley Division
- Vicksburg District
- New Orleans District
- Southwest Division
- Tulsa District
- Little Rock District
- Fort Worth District
56Why a Successful Flood Operation?
- Great Decisions by COE Districts HH Staff
- Very Accurate Forecasts by COE and RFC
- USGS - Measured Flows Kept Gages Working
- Great Work by the Lake Managers and Staff
- Excellent Communications and Coordination
- Timing of Release Reductions were Staggered
- It Stopped Raining Just in Time!!!
57Thanks to the RRVA for being great partners!
58Questions