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Last modified
7/14/2009 5:02:32 PM
Creation date
6/1/2009 11:33:38 AM
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UCREFRP
UCREFRP Catalog Number
7945
Author
Bovee, K. D. and T. Cochnauer.
Title
Development And Evaluation Of Weighted Criteria Probability-Of-Use Curves For Instream Flow Assessments
USFW Year
1977.
USFW - Doc Type
Fisheries, Instream Flow Information Paper No. 3.
Copyright Material
NO
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butions for four different levels of permeability. Median particle <br />size was plotted against permeability, and fitted by least squares to <br />approximate particle sizes for intermediate permeabilities. <br />Having determined the particle size giving the desired permeability <br />and apparent velocity, a tractive force was required which would prevent <br />smaller particles from depositing. <br />It should be noted that the surface hydraulic conditions associated <br />with embryo survival is not independent of slope nor of sediment concen- <br />tration. For small slopes the tractive force for a given depth is small <br />compared to those for large slopes. Water with a small suspended sedi- <br />ment concentration requires a lower tractive force to prevent deposition <br />of fines, but also has an excess of energy with which to attack the <br />streambed. Conversely, water carrying a load of suspended sediment <br />requires a higher tractive force to prevent deposition on the gravel. <br />Therefore, two different sources for tractive force were used. Incip- <br />ient motion tractive forces were obtained from Leopold, et al. (1964). <br />These values were used for clear water situations where the tractive <br />force required is only great enough to prevent deposition of fines on <br />the gravel. In those situations where the sediment concentration ex- <br />ceeds 200 mg/L or is composed largely of silt and fine sand, the trac- <br />tive force must be higher. These higher values were obtained from Chow <br />(1959) and reflect tractive forces which will maintain channel stability. <br />Having determined the appropriate tractive force for a given condi- <br />tion of slope and sediment concentration, equation (5) was then used to <br />determine the critical depth (R) for that situation. This value of R <br />was then substituted into equation (4) to determine the surface velocity <br />associated with each value of R and Va. These values of R and Us were <br />then correlated to survival rates of eggs for small values of Rand V. <br />For large values of Rand V, movement of the gravel becomes <br />limiting. It was found that for particle sizes larger than about 6 mm <br />median diameter, the permeabilities became so high that the apparent <br />velocity could be eliminated as a potential limiting factor. <br />Survival of eggs in large gravels was estimated as a function of <br />the size of gravel capable of being moved by spawning fish. For brown <br />trout (Salmo trutta), for example, a cumulative frequency distribution <br />of redds located in various gravel sizes was constructed from data <br />provided by Reiser and Wesche (1977)(Figure 5). All of the redds were <br />located in gravels smaller than 80 mm median diameter, and 38% were <br />located in gravels finer than 25 mm median diameter. Therefore, it was <br />assumed that movement of the 25 mm gravels would result in the loss of <br />16 <br />
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