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WSP07943
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Last modified
1/26/2010 2:29:30 PM
Creation date
10/12/2006 2:41:34 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
5700
Description
Flood Protection Section - Flood Control Projects
State
CO
Basin
Statewide
Date
10/25/1982
Author
CWCB
Title
Debris and Flood Control Plan for Portland and Cascade Creeks at Ouray - Colorado - Final Report
Water Supply Pro - Doc Type
Report/Study
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<br />- <br /> <br />000892 <br /> <br />o <br /> <br />I. INTRODUCTION <br /> <br /> <br />1.1 General <br /> <br />The city of Ouray is located in southwestern Colorado in Ouray County. <br /> <br /> <br />The location is shown on the map provided in Figure 1.1. It has a full-time <br /> <br />population of approximately 570 citizens, with an estimated 2,500 residents <br /> <br /> <br />during the summer. The town is situated in a narrow valley formed by the <br /> <br />Uncompahgre River and surrounded by the San Juan Mountains. As a result of <br /> <br />the City.s location in an extremely scenic area with an interesting mining <br /> <br /> <br />history, much of the City's economy is based on tourism. The elevation of the <br /> <br /> <br />town is approximately 7,800 feet above sea level; however, the mountains imme- <br /> <br />diately surrounding it rise to elevations in excess of 13,000 feet. Besides <br /> <br /> <br />the Uncompahgre River, six named tributaries of the Uncompahgre flow through <br /> <br />the city and into the Uncompahgre, including Canyon Creek, Oak Creek, <br /> <br /> <br />Bridalveil Creek, Skyrocket Creek, Cascade Creek and Portland Creek. Of these <br /> <br /> <br />creeks only Portland and Cascade flow through densely populated areas of Ouray <br /> <br />for an appreciable distance. To convey the runoff of Portland and Cascade <br /> <br /> <br />Creeks throug? Ouray, a concrete flume was constructed on each creek in 1909. <br /> <br /> <br />Both flumes are approximately 2,300 feet in length and terminate at the <br /> <br />Uncompahgre River. Figure 1.2 provides photographs of typical reaches of each <br /> <br />flume. <br /> <br /> <br />Problems associated with the runoff from Portland and Cascade Creeks are <br /> <br />the major focus of this report. These watersheds have periodically loaded <br /> <br /> <br />large volumes of water mixed with a high percentage of sediments, rocks and <br /> <br /> <br />timber into the flumes, resulting in blockage and overtopping of the flumes. <br /> <br />These flows are referred to as mud or debris flows.. A debris flow is a rapid <br /> <br /> <br />downslope movement of fine to coarse grained material which has become <br /> <br /> <br />fluidized by water entrainment. Flows are thought to originate as small <br /> <br />landslides in an unstable catchment basin during intensive summer thun- <br /> <br /> <br />derstorms. Debris flows are relatively short lived events and are either con- <br /> <br /> <br />fined to the pre-existing channel or take erratic paths across debris fans. <br /> <br />Damages have occurred from the floods leaving the flume and spreading out <br /> <br /> <br />through streets, businesses and homes. The majority of property damage is <br /> <br />nonstructural and consists of removing mud and debris from houses, yards, <br /> <br />streets, businesses, and the flume itself. However, structural damages have <br /> <br />occurred, with houses being torn off their foundations. Most of the struc- <br /> <br /> <br />tural damage has been confined to smaller structures such as fences and sheds. <br /> <br />'. <br />
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