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7/14/2009 5:01:44 PM
Creation date
5/20/2009 5:15:07 PM
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UCREFRP
UCREFRP Catalog Number
7050
Author
Andrews, E. D.
Title
Effective And Bankfull Discharges of Streams In THe Yampa River Basin, Colorado and Wyoming
USFW Year
1980
USFW - Doc Type
Journal of Hydrology
Copyright Material
YES
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<br />328 <br /> <br />\ <br />agreement between the effective discharges and the bankfull discharges is ex- <br />cellent. The standard euor is 14%. The effedive and the bankfull discharges <br />are nearly equal for all the streams studied in this investigation. <br />The close agreement shown in Fig, 11 appears to indicate that the stream <br />channels studied are adjusted to their effective discharges, or more precisely, <br />to the range of discharges that transport the vast majority of the sediment <br />load of the stream over a period of years. The stream channels appear to be <br />in quasi-equilibrium because floodplains have been constructed over a num- <br />ber of years. Consequently, there has been a balance between channel erosion <br />and deposition. That is, the stream channels were formed and maintained as <br />much by deposition as by erosion. Because a vast majority of the annual sedi- <br />ment load is transported by the range of discharges represented by the effec- <br />tive discharge, the stream channels studied may be said to be formed by and <br />adjusted to the effective discharge. <br /> <br />Recurrence interval of the bankfull discharge <br /> <br />li The recurrence interval of the bankfull discharge is of considerable practic- <br />al. significance. Not only is it the flow of incipient flooding but also, as shown <br />above, the bankfull discharge corresponds to the effective or channel-form- <br />ing discharge. Therefore, it is useful to determine the bankfull discharge in <br />order to consider many hydrologic (Emmett, 1975) and geomorphic (Dury, <br />1973) questions. Determining the magnitude of the bankfull discharge, how- <br />ever, is not always possible and is, in fact, impossible when considering paleo- <br />hydrology. These difficulties would be lessened if the bankfull discharge could <br />be represented by a discharge with a constant-recurrence interval. Leopold et <br />al. (1964) suggest that the bankfull discharge might be approximated by a <br />discharge which has a recurrence interval of 1.5 yr. on an annual peak series. <br />Dury (1973) used discharges with a 1.58-yr. recurrence interval. <br />The recurrence interval of bankfull discharges in stream channels of the <br />Yampa River basin are shown in Fig. 12. Note that the recurrence intervals <br />are given for both the annual series (bottom scale) and the partial duration <br />series (top scale)~ The Yampa River basin data are compared with the distribu- <br />tion of 36 bankfull-discharge-recurrence intervals presented by Williams <br />(1978). His data were collected entirely in the western U.S.A. from Texas to <br />Alaska. - <br />The two distributions are generally comparable, although the data present- <br />ed by Williams (1978) included a significant number of observations with <br />bankfull-recurrence intervals greater than 4 yr. The modal bankfull discharge <br />in the Yampa River basin is between 1.18 and 1.40 yr., while that for Williams' <br />data is about 1.5 yr. Both sets of observations, however, show that there is a <br />large variance in the distribution of bankfull-discharge-recurrence intervals. <br />Fifty percent of the streams in the Yampa River basin had bankfull discharge <br />recurrence intervals greater than 1.75 yr. or less than 1.25 yr. Consequently, <br />there does not appear to be a common frequency of occurrence for bankfull <br />discharge. <br /> <br />.~ <br /> <br />) <br /> <br />\ <br />, <br />
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