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James C. Blodgett

Publications and source records attributed to James C. Blodgett.

5 recordsLinked to original sources

Characteristics of debris flows of noneruptive origin on Mount Shasta, northern California

Studies of Mount Shasta indicate that eruptive activity has occurred, on the average, once every 800 years. Debris flows and deposits of non- eruptive origin, in addition to those associated with eruptive activity (lava flows, pyroclastic flows, and ash fall), inundate the fans and channels and can endanger people or property on the flanks of the mountain. This study evaluates the source and characteristics of historical noneruptive debris flows in the vicinity of Mount Shasta. At least 70 debris flows of noneruptive origin that occurred during the last 1,000 years have been identified in various stream channels on Mount Shasta. Of the four areas around the mountain, the most active are the McCloud River and The Whaleback-Ash Creek Butte depression; the Sacramento River area is the least active. Between 1900 and 1985, 37 debris flows occurred on different streams, with an average interval of 2.3 years between flows. Since 1900, Mud Creek (nine flows) and Whitney Creek (six flows) have been the most active channels. The path followed by a debris flow is not always at the lowest point in the channel, and the extent of downstream movement depends on the size of the flow. Former channels are inundated by the new flows and deposits, and new channels are eroded. In time, most of the entire channel between valley walls is subject to reworking. Most debris-flow deposits ranged in thickness from 0.4 to 2.5 meters. Thickness tends to decrease in a downstream direction. The deposits are generally of a convex shape, highest in the middle and lowest near the original valley wall. The ratio of water to solids in the slurry- sediment mixture of debris flows averages 68 percent by volume.

California↗

Precipitation depth-duration characteristics, Antelope Valley, California

To document the changes in runoff characteristics of basins subject to urbanization, streamflow and precipitation data were collected at eight small basins in Antelope Valley, California, for the period 1990-93. The data collected at U.S. Geological Survey stations were supplemented by data collected at 35 long-term precipitation stations. These data will be used to calibrate and verify rainfall-runoff models for the eight basins and for estimating basin runoff characteristics throughout Antelope Valley. Annual precipitation in Antelope Valley varies from more than 50 cm in the mountains to less than 10 cm on the valley floor. Most precipitation in the valley occurs during the winter months, December through March, but cyclonic storms in the fall and convectional storms in the summer sometimes occur.

Conference Paper↗

Selected precipitation characteristics in Antelope Valley, Mojave Desert, CA

An urban hydrology study currently in progress in Antelope Valley, California, includes the collection and analyses of precipitation and runoff data. Storms in Antelope Valley are most prevalent during the months of December, January, February, and March, but major storms have occurred during all months of the year except April, June, and July. The areal distribution of precipitation in the valley is influenced by the San Gabriel and Tehachapi Mountains. The rapid change in precipitation intensity with altitude causes large variations in precipitation amounts in basins of close proximity. An analysis of storm-precipitation intensity-duration data for 6 storms during 1938-92 indicates that duration of storm activity ranges from 1 to 4 days, depending on the intensity of the storm. Runoff from a completely urbanized basin averaged 27 percent of precipitation volume for 13 storms from 1989 to 1992. Significant valley-wide storms were recorded in 1943 and 1983 with 1-day precipitation amounts of as much as 5.00 inches; recurrence intervals for storms in those 2 years ranged from 11 to more than 100 years. The February 1992 storm, with 1-day precipitation of 1.51 inches at Palmdale, has a recurrence interval of 3 years. The February 1992 storm produced flooding in Palmdale and Lancaster.

Conference Paper↗

Urban hydrology in the desert, Antelope Valley, California

A study of urban hydrology in Antelope Valley includes data collection, analysis of rainfall and runoff frequencies, and comparison of results from various rainfall-runoff models. This paper discusses only parts of the project that include data collection and frequency analyses.

Conference Paper↗

EFFECT ON BRIDGE PIERS ON STREAMFLOW AND CHANNEL GEOMETRY.

Piers in the waterway affect the velocity distribution across the channel and may act as barriers to floating debris. In addition, they also affect channel geometry by causing general and local scour in the vicinity of the bridge. The level of hydraulic efficiency of an unobstructed channel may be reduced by several percent if piers are placed in the waterway. Pier design should consider the probability that the channel alignment and geometry will change with time.

Conference Paper↗