Relations Between Total sediment Load and Peak Discharge for Rainstorm Runoff on Five Ephemeral Streams in Wyoming

Relations Between Total sediment Load and Peak Discharge for Rainstorm Runoff on Five Ephemeral Streams in Wyoming
Author: James G. Rankl
Publsiher: Unknown
Total Pages: 20
Release: 2004
Genre: Electronic government information
ISBN: OSU:32435073025454

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Relations Between Total sediment Load and Peak Discharge for Rainstorm Runoff on Five Ephemeral Streams in Wyoming

Relations Between Total sediment Load and Peak Discharge for Rainstorm Runoff on Five Ephemeral Streams in Wyoming
Author: James G. Rankl
Publsiher: Unknown
Total Pages: 20
Release: 2004
Genre: Electronic government information
ISBN: UOM:39015062442259

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Water resources Investigations Report

Water resources Investigations Report
Author: Anonim
Publsiher: Unknown
Total Pages: 532
Release: 2002
Genre: Hydrology
ISBN: MINN:31951P00962807W

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Urban Stormwater Runoff

Urban Stormwater Runoff
Author: Ven Te Chow,Ben Chie Yen,United States. Environmental Protection Agency. Office of Research and Development
Publsiher: Unknown
Total Pages: 260
Release: 1976
Genre: Runoff
ISBN: UCSB:31205019278389

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Selected Water Resources Abstracts

Selected Water Resources Abstracts
Author: Anonim
Publsiher: Unknown
Total Pages: 690
Release: 1985
Genre: Water
ISBN: PSU:000068688578

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Geomorphic analysis of the river response to sedimentation downstream of Mount Rainier Washington

Geomorphic analysis of the river response to sedimentation downstream of Mount Rainier  Washington
Author: Jonathan A. Czuba,Christopher S. Magirl,Christiana R. Czuba,Christopher A. Curran,Kenneth H. Johnson,Theresa D. Olsen,Halley K. Kimball,Casey C. Gish
Publsiher: U.S. Department of the Interior, U.S. Geological Survey
Total Pages: 134
Release: 2012-12-07
Genre: Electronic Book
ISBN: 9182736450XXX

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A study of the geomorphology of rivers draining Mount Rainier, Washington, was completed to identify sources of sediment to the river network; to identify important processes in the sediment delivery system; to assess current sediment loads in rivers draining Mount Rainier; to evaluate if there were trends in streamflow or sediment load since the early 20th century; and to assess how rates of sedimentation might continue into the future using published climate-change scenarios. Rivers draining Mount Rainier carry heavy sediment loads sourced primarily from the volcano that cause acute aggradation in deposition reaches as far away as the Puget Lowland. Calculated yields ranged from 2,000 tonnes per square kilometer per year [(tonnes/km2)/yr] on the upper Nisqually River to 350 (tonnes/km2)/yr on the lower Puyallup River, notably larger than sediment yields of 50–200 (tonnes/km2)/yr typical for other Cascade Range rivers. These rivers can be assumed to be in a general state of sediment surplus. As a result, future aggradation rates will be largely influenced by the underlying hydrology carrying sediment downstream. The active-channel width of rivers directly draining Mount Rainier in 2009, used as a proxy for sediment released from Mount Rainier, changed little between 1965 and 1994 reflecting a climatic period that was relatively quiet hydrogeomorphically. From 1994 to 2009, a marked increase in geomorphic disturbance caused the active channels in many river reaches to widen. Comparing active-channel widths of glacier-draining rivers in 2009 to the distance of glacier retreat between 1913 and 1994 showed no correlation, suggesting that geomorphic disturbance in river reaches directly downstream of glaciers is not strongly governed by the degree of glacial retreat. In contrast, there was a correlation between active-channel width and the percentage of superglacier debris mantling the glacier, as measured in 1971. A conceptual model of sediment delivery processes from the mountain indicates that rockfalls, glaciers, debris flows, and main-stem flooding act sequentially to deliver sediment from Mount Rainier to river reaches in the Puget Lowland over decadal time scales. Greater-than-normal runoff was associated with cool phases of the Pacific Decadal Oscillation. Streamflow-gaging station data from four unregulated rivers directly draining Mount Rainier indicated no statistically significant trends of increasing peak flows over the course of the 20th century. The total sediment load of the upper Nisqually River from 1945 to 2011 was determined to be 1,200,000±180,000 tonnes/yr. The suspended-sediment load in the lower Puyallup River at Puyallup, Washington, was 860,000±300,000 tonnes/yr between 1978 and 1994, but the long-term load for the Puyallup River likely is about 1,000,000±400,000 tonnes/yr. Using a coarse-resolution bedload transport relation, the long-term average bedload was estimated to be about 30,000 tonnes/yr in the lower White River near Auburn, Washington, which was four times greater than bedload in the Puyallup River and an order of magnitude greater than bedload in the Carbon River. Analyses indicate a general increase in the sediment loads in Mount Rainier rivers in the 1990s and 2000s relative to the time period from the 1960s to 1980s. Data are insufficient, however, to determine definitively if post-1990 increases in sediment production and transport from Mount Rainier represent a statistically significant increase relative to sediment-load values typical from Mount Rainier during the entire 20th century. One-dimensional river-hydraulic and sediment-transport models simulated the entrainment, transport, attrition, and deposition of bed material. Simulations showed that bed-material loads were largest for the Nisqually River and smallest for the Carbon River. The models were used to simulate how increases in sediment supply to rivers transport through the river systems and affect lowland reaches. For each simulation, the input sediment pulse evolved through a combination of translation, dispersion, and attrition as it moved downstream. The characteristic transport times for the median sediment-size pulse to arrive downstream for the Nisqually, Carbon, Puyallup, and White Rivers were approximately 70, 300, 80, and 60 years, respectively.

Sediment Transport Data and Related Information for Selected Coarse bed Streams and Rivers in Idaho

Sediment Transport Data and Related Information for Selected Coarse bed Streams and Rivers in Idaho
Author: Anonim
Publsiher: Unknown
Total Pages: 32
Release: 2004
Genre: Forests and forestry
ISBN: MINN:31951D03001268K

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This report and associated web site files provide sediment transport and related data for coarse-bed streams and rivers to potential users. Information on bedload and suspended sediment transport, streamflow, channel geometry, channel bed material, floodplain material, and large particle transport is provided for 33 study reaches in Idaho that represent a wide range of drainage areas, average annual streamflows, channel gradients, and substrate sizes. All the study reaches have a coarser layer of surface bed material overlaying finer subsurface material. Both bedload and suspended sediment transport increase with discharge and the relationship can be reasonably represented using a log-log model. At most sites, the suspended load makes up the majority of the total sediment load. The size of the largest bedload particle in transport and usually the median size of the bedload increase with discharge. However, the median size of the bedload is much smaller than the channel surface material and sand is the primary or a large component of the bedload material. A large proportion of the annual sediment production occurs at the higher streamflows during snowmelt. On average, discharges equal to or larger than bankfull occur 3.3 percent of the time and transport 61.5 percent of the annual bedload sediment. Discharges less than the average annual discharge, on average, occur 75.0 percent of the time and transport about 3.8 percent of the annual bedload sediment.

Maximum Utilization of Water Resources in a Planned Community

Maximum Utilization of Water Resources in a Planned Community
Author: William G. Characklis
Publsiher: Unknown
Total Pages: 120
Release: 1979
Genre: Water quality management
ISBN: IND:30000090323530

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