Comparison of Two Techniques to Measure Sediment Erodibility in the Fox River, WisconsinSource: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001Author:Thomas M. Ravens
DOI: 10.1061/(ASCE)0733-9429(2007)133:1(111)Publisher: American Society of Civil Engineers
Abstract: This paper compares the results of two sediment erodibility test methods that have been applied on surficial sediments at a number of locations on the Fox River in Wisconsin. The methods include a straight flume that is deployed in situ (the FLUME) and a straight laboratory flume (the SEDFLUME). The sediment erosion rates measured near the surface (in the top four centimeters) as a function of bottom stress were compared. On average, the erodibility measured by the SEDFLUME was about 5.5 times greater than that measured by the FLUME. A possible reason for the difference is the relatively short test section of the SEDFLUME.
|
Collections
Show full item record
contributor author | Thomas M. Ravens | |
date accessioned | 2017-05-08T20:45:36Z | |
date available | 2017-05-08T20:45:36Z | |
date copyright | January 2007 | |
date issued | 2007 | |
identifier other | %28asce%290733-9429%282007%29133%3A1%28111%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26186 | |
description abstract | This paper compares the results of two sediment erodibility test methods that have been applied on surficial sediments at a number of locations on the Fox River in Wisconsin. The methods include a straight flume that is deployed in situ (the FLUME) and a straight laboratory flume (the SEDFLUME). The sediment erosion rates measured near the surface (in the top four centimeters) as a function of bottom stress were compared. On average, the erodibility measured by the SEDFLUME was about 5.5 times greater than that measured by the FLUME. A possible reason for the difference is the relatively short test section of the SEDFLUME. | |
publisher | American Society of Civil Engineers | |
title | Comparison of Two Techniques to Measure Sediment Erodibility in the Fox River, Wisconsin | |
type | Journal Paper | |
journal volume | 133 | |
journal issue | 1 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(2007)133:1(111) | |
tree | Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001 | |
contenttype | Fulltext |