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A
Categorization of Approaches to Natural Channel Design
"Because the developing industry of natural
channel design lacks a standard approach to design (Miller and
Skidmore in process), and indeed commonly embraces approaches that
limit the integrity of channel design, a more comprehensive
understanding of the spectrum of approaches to design is
warranted. Contemporary research and development of channel design
methodologies (Federal Interagency Stream Restoration Working
Group (FISRWG), 1998, Watson et al. 1999, Soar et al. 2001)
indicate that no single approach is appropriate for all project
conditions or objectives. While these studies imply recent
convergence of common approaches, previous adoption of common
practices has resulted more from effective marketing techniques
than from repeated success in implementation and universal
applicability or acceptance." Skidmore, Peter B; F
Douglas Shields, Martin W Doyle, and Dale E Miller; 2001: A
Categorization of Approaches to Natural Channel Design; ASCE River
Restoration Conference, Reno, NV.
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Hydraulic
Design of Stream Restoration Projects Copeland, Ronald
R, Dinah N McComas, Colin R Thorne, Philip J Soar, Meg M Jonas,
and Jon B Fripp, 2001 Hydraulic Design of Stream Restoration
Projects (ERDC/CHL TR-01-28) US Army Corps of Engineers, Coastal
and Hydraulics Laboratory, Vicksburg, MS.
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Design
for Stream Restoration "Existing design
approaches range from relatively simple ones based on stream
classification and regional hydraulic geometry relations to more
complex two- and three-dimensional numerical models. Herein an
intermediate approach featuring application of hydraulic
engineering tools for assessment of watershed geomorphology,
channel-forming discharge analysis, and hydraulic analysis in the
form of one-dimensional flow and sediment transport computations
is described." Shields, F D, R R Copeland, P C
Klingeman, M W Doyle, and A Simon; 2003 (August); Journal of
Hydraulic Engineering; 129, 8: 575-584.
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Should
River Restoration Be Based on Classification Schemes or Process
Models? (Insights from the History of Geomorphology) "The
combination of our results, along with those of previous studies,
suggests that assuming similarities between Qbf, Q2, and Qeff is
not necessarily valid. The assumption that these measures of Qdom
will be similar has become somewhat common in the U.S., as Qbf is
often a central linchpin upon which other geomorphic parameters
are based (e.g., Williams, 1986; Rosgen, 1994)." Doyle
M W, D E Miller, and J M Harbor; 1999; ASCE International
Conference on Water Resources Engineering, Seattle, Washington.
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An
examination of the Rosgen classification of natural rivers
"Thus, Rosgen has extended his classification
beyond its use as a communications tool and into the realm of
predicting fluvial process. If such an extrapolation is to be
pursued, it must be demonstrated that the criteria upon which the
classification is based have geomorphic significance. We will
argue in the following paragraphs that the Rosgen Classification,
as it has come to be known, fails this critical test. Moreover,
the use of the Rosgen Classification to adequately predict
geomorphic response(s) to system perturbations runs contrary to
much of the geomorphic literature published during the past
several decades, as will be shown below." Miller J R
and J B Ritter; 1996; Catena; 27: 295-299.
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Natural
Channel Design at the University of Guelph "Rosgen's
stream classification system for natural channel design (NCD) is
used extensively, sometimes leading to problems through
misapplication. Disseminated through short courses on
geomorphology for nongeomorphologist practitioners, this system
categorises stream types in bands, and may be inappropriately
applied by some practitioners in a manner akin to a biological
classification system. Although providing a systematic framework
for defining stream types and examining restoration approaches,
the Rosgen NCD classification system is often inadequate as it is
not process based, and may over-simplify stream type and
behaviour. Key geomorphic parameters are often ignored in this
system, which tends to emphasise stability rather than to
recognise natural stream processes and provide for a dynamic
system." Kapitzke, Ross; 2003; Appendix C(4):
Agencies, people and sites visited in Canada (Alberta &
Ontario); Land and Water Australia Project JCU 15; Travelling
Fellowship Report.
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Seasonality
of Flooding in North Carolina "Annual Floods.
Figure 1 shows that the frequency of annual floods occurring in
different seasons varies with drainage area. In particular, the
smallest watersheds (<100 km2) have distinctly different
seasonal characteristics (a higher frequency of annual floods in
summer and/or fall for all cluster groups) from basins with larger
drainage areas. Because this may influence the distribution of
clusters, the small watersheds were eliminated from consideration.
In the far western portion of the state (west of the crest of the
Appalachian Mountains), the distribution of annual floods is
strongly unimodal (Fig. 2, Cluster A1). Annual floods occur most
frequently in winter and spring, while few occur from May -
November. Low monthly frequencies in May to November and high
flood frequencies in December distinguish these stations from
those in Clusters A2 and A3. The stations in Cluster A2 are
grouped on the eastern flank of the Appalachians and in the upper
Piedmont. These stations display a more uniform distribution of
floods through the year, with the highest frequencies occurring in
late winter and early spring, and a secondary period of higher
frequencies occurring from August to October. The seasonal
distribution of annual floods for stations in Cluster A3 (lower
Piedmont and Coastal Plain) is more bimodal, displaying the
highest frequencies in late winter and early spring, as well as
higher frequencies from August - October. Few floods occur in May
- June and November - December." Lecce, S A; 2000
(November); Southeastern Geographer; XXXXI, 2: 168-175.
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A
comparison of the watershed hydrology of coastal forested wetlands
and the mountainous uplands in the Southern US Sun G;
S G McNulty, D M Amatya, R W Skaggs, L W Swift Jr, J P Shepard,
and H Riekerk; 2002; Journal of Hydrology; 263: 92-104.
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