1998
DOI: 10.3133/pp1584
|View full text |Cite
|
Sign up to set email alerts
|

Verification of roughness coefficients for selected natural and constructed stream channels in Arizona

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

3
53
1
1

Year Published

2001
2001
2020
2020

Publication Types

Select...
5
2

Relationship

0
7

Authors

Journals

citations
Cited by 34 publications
(58 citation statements)
references
References 10 publications
(18 reference statements)
3
53
1
1
Order By: Relevance
“…5.12) are smaller than those reported by Phillips and Ingersoll (1998). However, the authors' measurements included a much lower value for water-surface slope (0.0008 or 0.08%) than the slope measurements in this dataset.…”
Section: Methodological Concerns In Channel Typingcontrasting
confidence: 54%
See 2 more Smart Citations
“…5.12) are smaller than those reported by Phillips and Ingersoll (1998). However, the authors' measurements included a much lower value for water-surface slope (0.0008 or 0.08%) than the slope measurements in this dataset.…”
Section: Methodological Concerns In Channel Typingcontrasting
confidence: 54%
“…For example, Moody and Odem's (1999) high estimates of bankfull flow (26.8 m 3 s -1 ) and channel slope (1.6%) would place the river among high-energy streams that are prone to braiding, as characterized by Leopold and Wolman (1957) and Kondolf and others (2001), or to episodic floodplain stripping (Nanson and Croke 1992). The results from Phillips and Ingersoll (1998), by comparison, fall within the range of lower-energy meandering streams. If bankfull is not consistent, then it becomes difficult to interpret the river's dynamics using channel typing methodologies.…”
Section: Methodological Concerns In Channel Typingmentioning
confidence: 63%
See 1 more Smart Citation
“…Additionally, the antidunes may collapse resulting in a surge of the water surface along the channel margins. The surge may cause super elevation of the high-water marks that would be surveyed following flow (Phillips and Ingersoll, 1998). The result would be an erroneously large area of flow and, therefore, erroneously large estimates of peak discharge.…”
Section: Slope-area and Slope-conveyance Computationsmentioning
confidence: 99%
“…When flows occur in these channels, sediment and other material eroded from or deposited on the streambed or banks can alter the cross-sectional area of the stream at a given stage and time. Additionally, the flow velocities may be impeded by the variable growth and alteration of vegetation along channel margins (Phillips and Ingersoll, 1998;Phillips and others, 1998). The forces of flow may even result in removal of vegetation and subsequent buildup of debris on downstream trees and structures.…”
Section: Introductionmentioning
confidence: 99%