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Topography and Sedimentation Characteristics of the Squaw Creek ...

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(acre-feet per year). For 1964 to 2002, <strong>the</strong> total deposition<br />

was about 3,700 acre-ft, or 97.3 acre-ft/yr. The<br />

1937 to 2002 total sediment volume, for pools surveyed<br />

in 2002, was about 9,900 acre-ft, or 152 acre-ft/yr.<br />

The total computed sediment mass deposited<br />

between 1937 <strong>and</strong> 1964 in <strong>the</strong> 2002 surveyed Refuge<br />

pool area (excluding <strong>the</strong> Cattail Complex/Moist soil<br />

unit <strong>and</strong> Bluff pool) was about 6,510,000 tons, or an<br />

average <strong>of</strong> 49.1 tons/acre/yr (tons per acre per year).<br />

The total 1964 to 2002 mass for surveyed pools was<br />

about 3,830,000 tons, or an average <strong>of</strong> 20.5<br />

tons/acre/yr. The 1964 to 2002 rate <strong>of</strong> sediment mass<br />

deposition, as with sediment depth, was about 42 percent<br />

<strong>of</strong> that from 1937 to 1964, or a 58 percent reduction.<br />

Overall, from 1937 to 2002, about 10,300,000<br />

tons <strong>of</strong> sediment were deposited in <strong>the</strong> surveyed area,<br />

or 32.4 tons/acre/yr.<br />

The differential sediment thickness maps indicate<br />

that <strong>Squaw</strong> <strong>Creek</strong> was <strong>the</strong> primary contributor <strong>of</strong><br />

sediment to <strong>the</strong> Refuge during 1937 to 2002 <strong>and</strong> suspended-sediment<br />

data from <strong>Squaw</strong> <strong>Creek</strong> <strong>and</strong> Davis<br />

<strong>Creek</strong> for <strong>the</strong> 2001 <strong>and</strong> 2002 water years supports <strong>the</strong>se<br />

findings. The total annual sediment loads from <strong>the</strong><br />

<strong>Squaw</strong> <strong>Creek</strong> Basin exceeded those <strong>of</strong> Davis <strong>Creek</strong> for<br />

<strong>the</strong> 2001 <strong>and</strong> 2002 monitored water years; however, <strong>the</strong><br />

2001 basin-area adjusted sediment yield from <strong>the</strong> Davis<br />

<strong>Creek</strong> Basin exceeded that from <strong>the</strong> <strong>Squaw</strong> <strong>Creek</strong><br />

Basin.<br />

The combined suspended-sediment load from<br />

<strong>Squaw</strong> <strong>and</strong> Davis <strong>Creek</strong>s during a water year <strong>of</strong> average<br />

flow (2001) was about 76,200 tons, while <strong>the</strong> mean<br />

deposition in <strong>the</strong> Refuge was about 241,000 tons/yr<br />

(tons per year) from 1937 to 1964, <strong>and</strong> about 101,000<br />

tons/yr from 1964 to 2002. The differences in deposition<br />

rates between 1937 <strong>and</strong> 1964 compared with 1964<br />

to 2002, <strong>and</strong> <strong>the</strong> higher deposition rates <strong>of</strong> 1964 to 2002<br />

compared with <strong>the</strong> sediment load from <strong>the</strong> two creeks<br />

during an average recent flow year (2001), do not seem<br />

to be <strong>the</strong> result <strong>of</strong> higher historic streamflows. Higher<br />

rates <strong>of</strong> deposition may have occurred during <strong>the</strong> early<br />

years <strong>of</strong> <strong>the</strong> 1964 to 2002 period, when erosion-control<br />

programs were just becoming widespread <strong>and</strong> before<br />

<strong>the</strong> establishment <strong>of</strong> more effective control gates on <strong>the</strong><br />

inflow spillways by <strong>the</strong> early 1970’s. Additional data<br />

during a range <strong>of</strong> flow conditions would be required to<br />

determine more reliable annual yields <strong>and</strong> conclusive<br />

relations between <strong>Squaw</strong> <strong>and</strong> Davis <strong>Creek</strong> sediment<br />

transport <strong>and</strong> Refuge deposition.<br />

Measures taken in <strong>the</strong> Refuge to limit flooding<br />

<strong>and</strong> control <strong>the</strong> timing <strong>of</strong> inflows, along with erosion-<br />

control measures in <strong>the</strong> <strong>Squaw</strong> <strong>and</strong> Davis <strong>Creek</strong> Basins,<br />

seem to have resulted in a substantial reduction in <strong>the</strong><br />

average rate <strong>of</strong> sediment deposition for 1964 to 2002,<br />

compared to 1937 to 1964. Current (2003) deposition<br />

patterns are still related to <strong>the</strong> proximity to inflow spillway<br />

locations <strong>and</strong> deposition rates in individual pools<br />

are variable. Known rates <strong>of</strong> sediment deposition in <strong>the</strong><br />

Refuge can be used to develop long-term management<br />

strategies for individual pools or <strong>the</strong> Refuge as a whole.<br />

REFERENCES CITED<br />

Blake, G.R., <strong>and</strong> Hartge, K.H., 1986, Bulk Density, in A.<br />

Klute (ed.) Methods <strong>of</strong> Soil Analysis, Part 1. Physical<br />

<strong>and</strong> Mineralogical Methods (2d ed.), no. 9: American<br />

Society <strong>of</strong> Agronomy, Madison, Wis., p. 363–375.<br />

Edwards, T.K., <strong>and</strong> Glysson, G.D., 1999, Field methods for<br />

measurement <strong>of</strong> fluvial sediment: U.S. Geological Survey<br />

Techniques <strong>of</strong> Water-Resources Investigations,<br />

book 3, chap. C2, 89 p.<br />

Gee, G.W., <strong>and</strong> Bauder, J.W., 1986, Particle size analysis, in<br />

A. Klute (ed.) Methods <strong>of</strong> Soil Analysis, Part 1. Physical<br />

<strong>and</strong> Mineralogical Methods (2d ed.), no. 9: American<br />

Society <strong>of</strong> Agronomy, Madison, Wis., p. 383–411.<br />

Guy, H.P., 1969, Laboratory <strong>the</strong>ory <strong>and</strong> methods for sediment<br />

analysis: U.S. Geological Survey Techniques <strong>of</strong><br />

Water-Resources Investigations, book 5, chap. C1, 58 p.<br />

Hauck, H.S., <strong>and</strong> Nagel, C.D., 2002, Water Resources<br />

Data—Missouri, Water Year 2001: U.S. Geological<br />

Survey Water-Data Report MO–01–1, 504 p.<br />

———, 2003, Water Resources Data—Missouri, Water Year<br />

2002: U.S. Geological Survey Water-Data Report MO–<br />

02–1, CD-ROM <strong>and</strong> http://mo.water.usgs.gov.<br />

McKallip, T.E., Koltun, G.F., Gray, J.R., <strong>and</strong> Glysson, G.D.,<br />

2001, GCLAS—A Graphical Constituent Loading<br />

Analysis System: Proceedings <strong>of</strong> <strong>the</strong> 7th Federal Interagency<br />

<strong>Sedimentation</strong> Conference, Reno, Nev., March<br />

25–29, Vol. II, VI–49 to VI–52.<br />

National Oceanic <strong>and</strong> Atmospheric Administration, 2002,<br />

Monthly station normals <strong>of</strong> temperature, precipitation,<br />

<strong>and</strong> heating <strong>and</strong> cooling degree days, 1971–2000, no.<br />

23 Missouri: National Climatic Data Center, Climatography<br />

<strong>of</strong> <strong>the</strong> United States, no. 81, 35 p.<br />

Rausch, D.L., <strong>and</strong> Heinemann, H.G., 1968, Reservoir <strong>Sedimentation</strong><br />

Survey Methods, Research Bulletin 939:<br />

University <strong>of</strong> Missouri College <strong>of</strong> Agriculture, Agricultural<br />

Experiment Station, Columbia, Mo., 20 p.<br />

U.S. Fish <strong>and</strong> Wildlife Service, 1964, <strong>Squaw</strong> <strong>Creek</strong> National<br />

Wildlife Refuge Master Development Plan: Bureau <strong>of</strong><br />

Sport Fisheries <strong>and</strong> Wildlife, Minneapolis, Minn., 50 p.<br />

U.S. Department <strong>of</strong> Agriculture, 1997, Soil Survey <strong>of</strong> Holt<br />

County, Missouri: Natural Resources Conservation Service,<br />

163 p.<br />

32 <strong>Topography</strong> <strong>and</strong> <strong>Sedimentation</strong> <strong>Characteristics</strong> <strong>of</strong> <strong>the</strong> <strong>Squaw</strong> <strong>Creek</strong> National Wildlife Refuge, Holt County, Missouri, 1937–2002

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