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Last modified
1/25/2010 7:08:57 PM
Creation date
10/5/2006 2:16:07 AM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Highways in the River Environment
Date
2/1/1990
Prepared By
Federal Highway Administration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />1- 14 <br /> <br />Constru~tion and operatio!}. of hiqhways in water-supply watersh!lds present <br />very real problems and require special precautionary desiqns to protect the water <br />supplies from hiqhway residue. These residues may be largely sedimentary and may <br />increase the turbidity of the water. There have been instances, however, where <br />other unwelcome materials such as asphalt distillates and deicing salts which have <br />been traced to highway operations. <br />The preceding discussion is related to--only a few immediate responses to <br />construction along a river. However, they are responses that illustrate their <br />importance to design and the environment. <br /> <br />1.3.2 Delayed Response Of Rivers To Development <br />In addition to the example of possible immediate responses discussed above, <br />there are important delayed responses uf rivers to highway development. As par~, of <br />this introductory chapter, consideration is given to some of the more obvious effects <br />that can be induced on a river system over a long time period by highway <br />construction. <br />Sometimes it is necessary to employ training works in connection with highway <br />encroachments to favorably align the flow with bridge or culvert openings. When <br />such training works are used, they generally straighten the channel, shorten the flow <br />line, and increase the local velocity within the channel. Any such changes made in <br />the system that cause an increase in the gradient may cause an increase in local <br />velocities. The increase in velocity increases local and contraction scour with <br />subsequent deposition downstream where the channel takes on its normal <br />characteristics. If significant lengths of the river are trained and straightened, <br />there can be a noticeable decrease in the elevation of the water surface profile for <br />a given discharge in the main channel. Tributaries emptying into the main channel <br />in such reaches are significantly affected. Having a lower water level in the main <br />channel for a given discharge means that the tributary streams entering in that <br />vicinity are subjected to a steeper gradient and higher velocities which cause <br />degradation in the tributary streams. In extreme cases, degradation can be induced <br />of such magnitude as to cause failure of structures such as bridges, culverts or other <br />encroachments on the tributary systems. In general, any increase in transported <br />materials from the tributaries to the main channel causes a reduction in the quality <br />of the environment within the river. More specifically, as degradation occurs in the <br />tributaries, bank instabilities are induced and the sediment loads are greatly <br />increased. Increased sediment loads usually result in a deterioration of the <br />environment. <br /> <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />.. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-- <br />I <br />
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