re-evaluation of a flood control project · flood control design; however, it would appear little...
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Re-Evaluationof a
Flood Control Project
Presentationfor the
Tri-Service ConferenceBy
Ferris W. Chamberlin, P.E.
August 2005
Re-Evaluationof a
Flood Control Project
Presentationfor the
Tri-Service ConferenceBy
Ferris W. Chamberlin, P.E.
August 2005
![Page 2: Re-Evaluation of a Flood Control Project · flood control design; however, it would appear little time was spent on the flood control analysis. There was a war going on. How sharp](https://reader034.vdocuments.site/reader034/viewer/2022050519/5fa2f5615a96ca59415e71fa/html5/thumbnails/2.jpg)
One Corps Serving the Armed Forces and the Nation21 Apr 05 2
St. Paul District
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One Corps Serving the Armed Forces and the Nation21 Apr 05 3
Eau Galle Reservoir
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One Corps Serving the Armed Forces and the Nation21 Apr 05 4
Cross Lake Dam
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One Corps Serving the Armed Forces and the Nation21 Apr 05 5
Water Control Manuals
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One Corps Serving the Armed Forces and the Nation21 Apr 05 6
North Dakota
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One Corps Serving the Armed Forces and the Nation21 Apr 05 7
Tools of the Trade
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One Corps Serving the Armed Forces and the Nation21 Apr 05 8
Northeast North Dakota
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One Corps Serving the Armed Forces and the Nation21 Apr 05 9
The Dust Bowl
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One Corps Serving the Armed Forces and the Nation21 Apr 05 10
Homme Reservoir
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One Corps Serving the Armed Forces and the Nation21 Apr 05 11
Park River Basin
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One Corps Serving the Armed Forces and the Nation21 Apr 05 12
Jan Feb Mar Apr
Grafton 0.60 0.44 0.89 1.52Park River 0.61 0.46 0.92 1.66
Average Monthly Rainfall
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One Corps Serving the Armed Forces and the Nation21 Apr 05 13
3.0 inches 2001 0.1 inches 20002.5 inches 1999 3.0 inches 19988.0 inches 1997 2.5 inches 19963.4 inches 1995 1.4 inches 19940.2 inches 1993 1.1 inches 1992
Spring Runoff
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One Corps Serving the Armed Forces and the Nation21 Apr 05 14
Runoff: 8 inches Drawdown: 1064.0 feet
The Pool Rose Accordingly:Date Pool Inflow
13 Apr 1066.97 5414 Apr 1068.37 12615 Apr 1076.25 64116 Apr 1080.90 763 (over spillway)17 Apr 1081.87 1042
Peak Inflow was 3,093 cfs on 21 April.
Flood of 1997
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One Corps Serving the Armed Forces and the Nation21 Apr 05 15
1997 Flood
x x x x x x x x x x
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One Corps Serving the Armed Forces and the Nation21 Apr 05 16
Runoff: 3.0 inches Drawdown: 1072.0 ft
The Pool Rose Accordingly:Date Pool Inflow4 Apr 1073.11 825 Apr 1073.72 926 Apr 1076.71 3317 Apr 1081.22 1060 (over spillway)8 Apr 1082.15 14209 Apr 1082.26 1,540 (peak inflow)
Flood of 2001
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One Corps Serving the Armed Forces and the Nation21 Apr 05 17
2001 Flood
x x x x xx
xx
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One Corps Serving the Armed Forces and the Nation21 Apr 05 18
Runoff: 0.24 inches Drawdown: 1065.3 ftThe Pool Rose Accordingly:Date Pool Inflow6 Apr 1075.01 185 (peak inflow)7 Apr 1077.08 1728 Apr 1078.60 1309 Apr 1079.78 119
10 Apr 1080.23 109 (storage gone)
Peak outflow was 104 cfs on 10 April.
Spring of 1993
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One Corps Serving the Armed Forces and the Nation21 Apr 05 19
Over an Inch of Runoff1. Flood storage is gone days before the
peak inflow arrives.2. Drawdown has no impact on peak
pool or peak discharge.Under an Inch of Runoff
1. Maximum outflow is within channelcapacity with or without drawdown.
Conclusions of Analysis
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One Corps Serving the Armed Forces and the Nation21 Apr 05 20
Water Supply was primary goal.The Tools of the time were adequate for the
flood control design; however, it wouldappear little time was spent on the floodcontrol analysis.
There was a war going on.How sharp are we now?
We’ve been drawing the reservoir downevery winter since 1950.
What Were The Designers Up To?