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Analytical Framework for Evaluating Channel Maintenance Flows in Colorado
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Analytical Framework for Evaluating Channel Maintenance Flows in Colorado
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Last modified
1/26/2010 4:41:13 PM
Creation date
7/22/2009 3:10:15 PM
Metadata
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Template:
Water Supply Protection
File Number
8461.100
Description
Adaptive Management Workgroup
State
CO
Basin
South Platte
Water Division
1
Author
Charles F. Leaf
Title
Analytical Framework for Evaluating Channel Maintenance Flows in Colorado
Water Supply Pro - Doc Type
Report/Study
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An Analytical Framework for Evaluating Channel Maintenance Flows in Colorado <br />in the Montane zone. Sedirnent introduced from gully <br />erosion can account for 60 percent of the sediment <br />load in streams (Gary, 1975). <br />Figure 1 shows the regional relationship between <br />average annual precipitation and sediment yield <br />within the Front Range of Colorado. The data used to <br />develop Figure 1 were obtained from a number of pub- <br />lished sources and represent primarily bedload sedi- <br />ment yields from the semi-arid plains, the Montane, <br />and Alpine/Subalpine zones. The correlation in Figure <br />1 of more sediment yield with less annual precipita- <br />tion results from the lower precipitation values being <br />from rainfall dominated zones (i.e., Montane and <br />Semi-arid) where surface runoff causes soil erosion <br />and introduced sediment. The higher precipitation <br />values are from the snowmelt dominated Alpine/Sub- <br />alpine zone where subsurface runoff results in negli- <br />gible introduced sediment. Of significant importance <br />in FSgure 1 is the wide range of yields as illustrated <br />by the following summary (Table 1). <br />The regional relationship of Figure 1 will be used <br />in this paper's example of an analytical accounting <br />procedure for quantifying instream channel mainte- <br />nance flows. While Figure 1 is used to illustrate the <br />procedure, it cannot be emphasized enough that site <br />specific studies on sediment sources/yields, hydrology <br />and channel processes before and after disturbances <br />within a watershed are essential for accurate quan- <br />tification. <br />CHANNEL PROCESSES <br />An important concept having to do with channel <br />maintenance flows is that of "dynamic equilibrium" <br />(Leopold et al., 1964). Dynamic equilibrium implies a <br />balance between discharge, slope, bed sediment dis- <br />charge, and particle diameter of bed material. <br />Dynamic equilibrium means the sediment material <br />supplied to andlor stored in the stream channel is bal- <br />anced with the energy available to transport the <br />material. Dynamic equilibrium is not a steady state <br />from year to year, and annual variations in scour or <br />deposition may occur. Such net channel adjustments <br />can occur and channel stability remain as long as <br />these forcing functions stay below the threshold. The <br />discharge required to supply the transport energy or <br />stream power when dynamic equilibrium exists is <br />called the effective or formative discharge. The con- <br />cept of dynamic equilibrium implies a"]ive" yet stable <br />bed in the sense that bed sediment is introduced at a <br />rate sufficient to offset scour resulting from bed mate- <br />rial movement. In self-formed channels or "channels <br />flowing within an unlimited envelope of deposited <br />sediment identical in character with that transport- <br />ed" (Lacey, 1963), the formative discharge is equated <br />to "bankfull discharge." A flow of this magnitude just <br />fills the channel to the level of the adjacent flood <br />plain. Hydrologically, bankfull discharge is a frequent <br />flow which has a recurrence interval of 1.2 to perhaps <br />three years and transports the largest fraction of <br />annual sediment load over a period of years <br />(Andrews, 19$0). <br />It is widely held (although debated) that the <br />channel-forming flow in natural alluvial streams and <br />rivers is bankfull discharge provided this discharge <br />can transport virtually all sizes of the bed and bank <br />material. But not all streams have this characteristic. <br />Recognizing this, Leopold et al. (1964) stated that <br />". .. Obviously mountain streams which contain <br />large boulders in their beds will not be adjusted <br />to flows that are incapable of moving the sizes of <br />material found within the channel. The thresh- <br />old and channel forming discharge will be one <br />competent to move the size available. The larger <br />the material, the larger will be the discharge <br />necessary to provide the stress required for mov- <br />ing the material. . ." <br />In steep, step/pool Alpine/Subalpine zone channels, <br />flows in excess of the approximate 1.5 year recurrence <br />interval magnitude are necessary to move the large <br />sizes available. Indeed, many of the morphological <br />features of such streams are formed during the 50 to <br />TABLE 1. Average Annual Precipitation and Sediment Yield <br />from Montaine, Subalpine, and Alpine Zones in Colorado. <br />Average Annual <br />Hydrologic Annual Annual Sediment Yield <br />Location Setting Ppt. (in.) (tons{mi2) <br />Niwot Ridge (Caine, 1974) Alpine 50 1.15 <br />Fraser Experimental Forest (Leaf, 1970) Subalpine 30 9.0 <br />Manitou Experimental Foreat (Gary, 1975) Montane 15 300+ <br />.IOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION 867 JAWRA
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