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KRIS Russian River: Meta Information Page
This page contains detailed information about a data set in KRIS, including where the original data reside and how to contact the sources for the data. Data sets are linked to the appropriate page by means of the Meta Identifier. Many data sets can be linked to same page by sharing the same Meta Identifier.
Meta Identifier | DryCr_geo |
Type of Data | Historical channel geometry metrics for Dry Creek |
Originator | Michael D. Harvey and Stanley A. Schumm |
Description | Analysis of Dry Creek downstream of Warm Springs Dam in order to determine its responses to land use change, gravel mining and dam closure. |
Area | Dry Creek downstream of Warm Springs Dam to the confluence with the Russian River |
Metadata Date | 7/24/2003 |
Metadata Contact | Brian Woolsey |
Contact Person Primary | Michael Harvey or Stanley Schumm |
Status | integrating |
Access Constraints | none |
Lead Person | Brian Woolsey |
Lead Organization | IFR |
Data Set Name | streamchannel_drycreek_channelgeometry_summary.dbf |
Maint. and Update Freq. | none |
Purpose | Evaluate changes in Dry Creek channel geometry related to land use. |
Data Quality Information | good; however, raw data were not available |
Use Constraints | none |
Supplemental Information | Study published in: Erosion and Sedimentation in the Pacific Rim (Proceedings of the Corvallis Symposium, August, 1987). IAHS Publ. no. 165 |
Counties | Sonoma |
Publisher | IAHS Publ. |
Publication Date | August 1987 |
Issue Identification | no. 165 |
Title | Response of Dry Creek, California, to land use change, gravel mining and dam closure |
Abstract | A 21.5 km reach of Dry Creek, downstream of Warm Springs dam, was studied in order to determine its responses to land use change, gravel mining and dam closure. Land use changes (1850-1870) caused aggradation and then degradation, but the channel was in equilibrium by 1900. Gravel mining in Dry Creek and the Russian River (1900-1950's) reduced base level of Dry Creek by 3m. The Channel degraded by an average of 3.2m, and by 1984 mean channel width and depth, at bankfull stage, had increased from 9.8 - 101.8m and from 1.4 - 5.8m, respectively. Channel longitudinal profiles were not significantly different; therefore, the major response of Dry Creek to the imposed changes was an increase of width. Dam closure (1983) did not cause the expected further degradation of Dry Creek because of channel armoring, tributary contribution of sediment, emplacement of 3 grade-control sills, and the presence of bedrock outcrops in the channel. |
Contact Organization | Earth Resources Dept. Colorado State University |
Contact City | Fort Collins |
Contact State | Colorado |
Contact Zip Code | 80523 |
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