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WSP05255
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Last modified
1/26/2010 2:17:33 PM
Creation date
10/12/2006 12:56:05 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8407.500
Description
Platte River Basin - River Basin General Publications - Missouri River
State
CO
Basin
South Platte
Water Division
1
Date
5/1/1980
Author
MRBC
Title
Missouri River Basin Water Resources Management Plan - Part II - Chapters VII-Appendix F
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />o~~, <br /> <br />counties between South Sioux City and Omaha have the highest soil loss in the <br /> <br /> <br />State. In some areas in northwest Missouri, the problem has evolved a full <br /> <br /> <br />cycle. The natural winding streams were straightened and channelized some 30 <br />to 40 years agol severe streambank erosion has since occurred, and the streams <br />have returned to the natural course. <br />Flooding problems in this subbasin have many aspects. Flooding is still a <br />problem along several tributary streams in the Middle Missouri Basin. In many <br />of the smaller communities, there is at present no feasible and acceptable <br /> <br />structural solution. Problems in a number of smaller communities have been <br /> <br />studied in the past by various State and Federal agencies. Potential <br />structural solutions have not been found to be economically acceptable in most <br />instances, and suggested alternatives have not generally been accepted by local <br />people. Even though levees have been constructed along the Missouri River, <br />flooding continues to be a problem in Nebraska downstream of the Missouri's <br />intersection with the Platte River in Nebraska. Private levees are being moved <br />or constructed too close to the river, infringing on the floodway and shifting <br /> <br />flood damage to other areas. Tieback levees on sorne tributary streams were <br /> <br />designed and constructed to provide 50-year protection from flooding on both <br />the main stem and tributaries. Due to numerous factors, including aggradation <br />of the stream beds of the tributaries, this level of protection has dropped to <br /> <br />a 10-year or 25-year event. <br /> <br />The energy crisis of the 1970's has spotlighted the fact that projected <br />power demands nationally will neccessitate the construction of additional power <br />plants in the subbasin. New power plants will need to be located on the major <br />rivers in order to permit the assimulation of discharged cooling water and to <br /> <br />cause the least possible adverse environmental effect. Disposal of power plant <br /> <br />cooling waste into smaller bodies of water where thermal pollution can be <br /> <br />controlled would provide an opportunity for improved production of fish. <br /> <br />8-] <br />
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