U.S. Department of the Interior
U.S. Geological Survey
The full report is available in Adobe Acrobat® Portable Document Format (PDF). You will need Adobe Acrobat Reader®, version 5 or higher, to view or print the PDF documents. If you don't already have this free viewing software or need to upgrade your version, download Adobe Acrobat Reader®. Users with visual disabilities can visit http://access.adobe.com/ for conversion tools and information to help make PDF files accessible. The PDF files are large, and may take a long time to download. If you have trouble downloading the files, you may request a copy of the report from USGS Maps and Publications.
Total-sediment loads transported by ephemeral flows are a function of rainstorm energy and peak discharge. Rainstorm energy, estimated by rainfall intensity, is the primary mechanism for soil-particle detachment. Vegetation, soil cohesiveness, and land slope also are related to the amount of sediment detached, but these factors remain nearly constant, except for seasonal or human-induced changes in vegetation. Thus, the largest variability in total-sediment loads is the result of variability in rainstorm energy. The magnitude of the peak discharge in a stream from a runoff-producing rainstorm is a function of the intensity and volume of rainfall. The greater the rainfall intensity for the same volume of rainfall, the larger the peak discharge. Therefore, for each drainage area a relation exists between the total-sediment load for a rainstorm and the peak discharge for the rainstorm, because both are a function of rainstorm energy.
Total-sediment loads for runoff-producing rainstorms were computed from sample data collected at five ephemeral streams in semiarid areas of Wyoming. Regression analyses were used to develop equations relating total-sediment load to the peak discharge. Coefficients of determination ranged from 89 to 97 percent. Average standard errors ranged from 35 to 94 percent. The slopes of the lines defined by the equations were not different at the 95-percent level of significance, but the intercepts were significantly different for the five streams.
Description of study area
Relation between total-sediment load and peak discharge
Summary and conclusion
1. Map showing location of data-collection sites on ephemeral streams used in the study 2
2. Graph showing discharge and total-sediment concentration for Dead Horse Creek
near Buffalo, Wyo., storm of June 5, 1986
3-8. Graphs showing relation between total-sediment load and peak discharge for rainfall runoff:
3. Dugout Creek tributary near Midwest, Wyo.
4. Fifteenmile Creek near Worland, Wyo.
5. Dead Horse Creek near Buffalo, Wyo.
6. Coal Creek near Piney, Wyo.
7. Belle Fourche River above Dry Creek near Piney, Wyo.
8. The five sites on ephemeral streams used in the study
9. Graph showing log Pearson type III probability distribution of annual total-sediment
discharges for Dugout Creek tributary near Midwest, Wyo. and Dead Horse Creek
1. Streamflow-gaging stations used in the analysis
2. Peak discharge and total-sediment load for rainstorm runoff
3. Results of regression analysis for relation between total-sediment load and peak discharge
for rainstorm runoff
|AccessibilityFOIAPrivacyPolicies and Notices|
|U.S. Department of the Interior, U.S. Geological Survey
Persistent URL: http://pubs.water.usgs.gov/wri024150
Page Contact Information: Contact USGS
Last modified: Wednesday, December 07 2016, 01:25:56 PM