7910

• UCREFRP Catalog Number: 7910
• Author: Bovee, K. D. and R. T. Milhous.
• Title: Hydraulic Simulation In Instream Flow Studies
• USFW Year: 1978.
• USFW - Doc Type: Theory And Techniques, Instream Flow Information Paper No. 5.
• Copyright Material: NO

LIST OF FIGURES (CONTINUED)
Page
Figure 10. Relationship between energy slope
and river discharge for Oak Creek
near Corvallis., Oregon.
Figure U. Two sources of error possible from
using a two-point rating curve.
A - error from discharge measure-
ments too close together. B -
error in estimating point of zero flow.
Figure 12. Mean error associated with the number
of points used to define the stage-
discharge relationship, for two streams,
with no limits placed on the combinations
of points used and no limit to the extent
of extrapolation from measured flows.
Figure 13. Mean error associated with the number of
points used to define the stage-discharge
relationship, for two streams, with
limits on the extent of extrapolation
from measured flows.(refined data).
Figure 14. Rate. of change of a simple hydraulic parameter
(wetted. perimeter) as a function of cross
sectional profile.
Figure 15. Hierarchy of nomenclature used in determining,
study site locations on a river.
Figure 16. Implicit and explicit zonation of a stratified
river segment to generate a population of
candidate representative reaches.
Figure 17. Initial* transect p I acement. over hydraulic con-
trols in a study area.
Figure 18. Addition of transacts over major habitat areas
in a study area.
Figure 19_ Final transect placement over transition areas
in a study area.
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