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7/14/2009 5:02:31 PM
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UCREFRP
UCREFRP Catalog Number
7930
Author
Ketcheson, G. L.
Title
Sediment Rating Equations
USFW Year
1986.
USFW - Doc Type
An Evaluation for Streams in the Idaho Batholith.
Copyright Material
NO
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Flaxman (1975) described watersheds in relation to <br />the value of b. However, when b became small, a <br />nearly independent relationship between discharge <br />and sediment concentration resulted. An unlimited <br />supply of fine sediment in the streambed and banks <br />might result in low-flow and high-flow sediment con- <br />centrations of equal magnitude. Flaxman developed <br />a significant predictive equation for a using average <br />annual runoff and the b coefficient. He then <br />predicted undisturbed suspended sediment rating <br />equations for three Western United States streams <br />by assuming a value for b for undisturbed condi- <br />tions. These curves were then compared with rating <br />curves developed from sample data on these. <br />watersheds, which have undergone development. The <br />difference between the predicted curves and the <br />actual curves was attributed to development <br />impacts. <br />Rosgen (1980) presents one method for predicting <br />relative changes in potential sediment discharge <br />from silvicultural activities using sediment rating <br />curves. This procedure assumes that sediment rating <br />curves are constants. But when used in conjunction <br />with predicted streamflow increases following distur- <br />bance, the procedure can predict relative changes in <br />sediment following silvicultural activities. The fact <br />that shifts do occur in sediment rating curves due to <br />disturbances and floods is recognized, but this proce- <br />dure does not predict these changes. <br />The role of sediment supply in determining the <br />sediment rating curve has gained increasing atten- <br />tion. Shen (1972) noted that for large rivers carrying <br />mostly suspended sediment and little bedload, sedi- <br />ment transport of the river is more dependent upon <br />supply from the watershed than on transport capac- <br />ity. The amount of fine sediment in streamflow is <br />more dependent on the intensity and location of <br />rainfall, cover conditions, and other watershed fac- <br />tors than on water discharge. Bedload sediment der- <br />ived from channel erosion should be more closely <br />correlated with streamflow (Holeman 1975). Van <br />Sickle and Beschta (1983) propose a supply-based <br />model for small streams that uses the suspended <br />sediment rating curve and a supply depletion func- <br />tion. The supply function expresses a declining sus- <br />pended sediment concentration to reflect storm hys- <br />teresis and seasonal decline of sediment supply. <br />Simultaneous measurements of sediment and <br />streamflow are required to develop a sediment rating <br />equation. The intended use of the rating equation <br />dictates how these measurements are taken. If an <br />average annual sediment yield estimate is desired, <br />the sediment and discharge should be taken over <br />several years (if time permits) and include a wide <br />range of flows. The resulting composite sediment <br />rating curve can be used with a long-term flow dura- <br />tion curve to estimate the expected annual sediment <br />for a typical year. Streamflow is not always availa- <br />ble for the entire year or period of sediment meas- <br />urement. If it isn't available, the flow duration curve <br />must be developed by correlating the instantaneous <br />streamflow measured in conjunction with sediment <br />sampling with streamflow records of a nearby gaug- <br />ing station. Extreme hydrologic events (floods and <br />droughts) and management impacts can significantly <br />affect sediment discharge. Sediment rating equations <br />developed from data collected during these events <br />may not reflect average conditions. This should be <br />remembered when analyzing data for sediment rating <br />equation development. <br />If the intended use of the rating curve is to esti- <br />mate yearly sediment yields, or to monitor the <br />effects of watershed disturbances on sediment yield, <br />or both, annual rating curves should be developed. <br />Actual or estimated streamflow for each year is used <br />to estimate annual sediment yield. Estimates of <br />streamflow could again be obtained by correlation <br />with nearby gauging station records. In this case, <br />mean daily flows are used in the sediment rating <br />curve to calculate daily sediment. The daily sedi- <br />ment values are added to estimate annual sediment <br />yield. <br />OSCO <br />IDAHO BATHOLITH <br />CLEARWATER <br />NATIONAL FOREST <br />& M O N T A N A <br />n <br /> <br />4 <br /> <br />BOISE <br />NATIONAL <br />FOREST / SILVER CREEK <br />STUDY AREA <br />F <br />? <br /> e <br />°fas A \ ? j d <br />+ O <br /> OISE jj <br />I D A H O <br />Sna4• <br />Figure 1-Locations of the Idaho batholith, <br />Clearwater and Boise National Forests, and <br />Silver Creek study area in Idaho.
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