Effects of Channel Stabilization in Tucson Stream Reaches on Infiltration and Ground-Water Recharge: Volume II Natural Streamflow Study

Cluff, C. B.; Katz, L. T.; Scovill, G. L.

dc.contributor.author	Cluff, C. B.
dc.contributor.author	Katz, L. T.
dc.contributor.author	Scovill, G. L.
dc.date.accessioned	2013-12-10T22:35:16Z
dc.date.available	2013-12-10T22:35:16Z
dc.date.issued	1987-09
dc.identifier.uri	http://hdl.handle.net/10150/306672
dc.description	Final Report to Pima County Department of Transportation and Flood Control District, September 1987.	en_US
dc.description.abstract	Volume II Executive Summary: Volume I of a companion study has shown, by means of a computer model, that the use of channel stabilization with soil cement to control flood damage can reduce infiltration from natural streamflow unless the channel is widened during emplacement of the bank protection. This part of the study, Volume II, attempts to quantify the basinwide effect of channel stabilization on infiltration under the various cases studied in Volume I. It was prepared in response to Task 2 of the scope of services.
dc.language.iso	en_US	en_US
dc.source	Water Resources Research Center. The University of Arizona.	en_US
dc.title	Effects of Channel Stabilization in Tucson Stream Reaches on Infiltration and Ground-Water Recharge: Volume II Natural Streamflow Study	en_US
dc.contributor.department	Water Resources Research Center	en_US
dc.description.collectioninformation	This item is part of the Water Resources Research Center collection. It was digitized from a physical copy provided by the Water Resources Research Center at The University of Arizona. For more information about items in this collection, please contact the Center, (520) 621-9591 or see http://wrrc.arizona.edu.	en_US
refterms.dateFOA	2018-08-30T15:58:36Z
html.description.abstract	Volume II Executive Summary: Volume I of a companion study has shown, by means of a computer model, that the use of channel stabilization with soil cement to control flood damage can reduce infiltration from natural streamflow unless the channel is widened during emplacement of the bank protection. This part of the study, Volume II, attempts to quantify the basinwide effect of channel stabilization on infiltration under the various cases studied in Volume I. It was prepared in response to Task 2 of the scope of services.