Regression Equations For Estimating Flood Flows For The 2 10 25 50 100 And 500 Year Recurrence Intervals In Connecticut

Regression Equations For Estimating Flood Flows For The 2 10 25 50 100 And 500 Year Recurrence Intervals In Connecticut Book in PDF, ePub and Kindle version is available to download in english. Read online anytime anywhere directly from your device. Click on the download button below to get a free pdf file of Regression Equations For Estimating Flood Flows For The 2 10 25 50 100 And 500 Year Recurrence Intervals In Connecticut book. This book definitely worth reading, it is an incredibly well-written.

Selected Water Resources Abstracts

Anonim
Selected Water Resources Abstracts Book PDF

Author : Anonim
Publisher : Unknown
Page : 388 pages
File Size : 53,9 Mb
Release : 1985
Category : Water
ISBN : OSU:32435071012579

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Selected Water Resources Abstracts by Anonim Pdf

Comparison of the 2-, 25-, and 100-year Recurrence Interval Floods Computed from Observed Data with the 1995 Urban Flood-frequency Estimating Equations for Georgia

Ernest J. Inman
Comparison of the 2 25 and 100 year Recurrence Interval Floods Computed from Observed Data with the 1995 Urban Flood frequency Estimating Equations for Georgia Book PDF

Author : Ernest J. Inman
Publisher : Unknown
Page : 26 pages
File Size : 40,7 Mb
Release : 1997
Category : Floods
ISBN : UOM:39015039014587

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Comparison of the 2-, 25-, and 100-year Recurrence Interval Floods Computed from Observed Data with the 1995 Urban Flood-frequency Estimating Equations for Georgia by Ernest J. Inman Pdf

Estimating the Magnitude of Peak Flows for Streams in Maine for Selected Recurrence Intervals

Glenn Hodgkins
Estimating the Magnitude of Peak Flows for Streams in Maine for Selected Recurrence Intervals Book PDF

Author : Glenn Hodgkins
Publisher : Unknown
Page : 56 pages
File Size : 53,5 Mb
Release : 1999
Category : Stream measurements
ISBN : UCR:31210013181209

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Estimating the Magnitude of Peak Flows for Streams in Maine for Selected Recurrence Intervals by Glenn Hodgkins Pdf

This report gives estimates of, and presents techniques for estimating, the magnitude of peak flows for streams in Maine for recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. A flow chart in this report guides the user to the appropriate estimates and (or) estimating technique for a site on a specific stream.

Water-resources Investigations Report

Anonim
Water resources Investigations Report Book PDF

Author : Anonim
Publisher : Unknown
Page : 26 pages
File Size : 54,6 Mb
Release : 1996
Category : Hydrology
ISBN : MINN:31951P00421914N

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Water-resources Investigations Report by Anonim Pdf

The National Streamflow Statistics Program

Anonim
The National Streamflow Statistics Program Book PDF

Author : Anonim
Publisher : DIANE Publishing
Page : 98 pages
File Size : 43,5 Mb
Release : 2007
Category : National streamflow statistics program
ISBN : 1422325814

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The National Streamflow Statistics Program by Anonim Pdf

An Alternative Basin Characteristic for Use in Estimating Impervious Area in Urban Missouri Basins

Rodney E. Southard
An Alternative Basin Characteristic for Use in Estimating Impervious Area in Urban Missouri Basins Book PDF

Author : Rodney E. Southard
Publisher : Unknown
Page : 32 pages
File Size : 49,6 Mb
Release : 1986
Category : Watersheds
ISBN : UCR:31210024318360

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An Alternative Basin Characteristic for Use in Estimating Impervious Area in Urban Missouri Basins by Rodney E. Southard Pdf

"A previous regression analysis of flood peaks on urban basins in St. Louis County, Missouri, indicated that the basin characteristics of percentage of impervious area and drainage area were statistically significant for estimating the 2-, 5-, 10-, 25-, 50-. and 100-yr peak discharges at ungaged urban basins. In this statewide regression analysis of the urban basins for Missouri, an alternative basin characteristic called the percentage of developed area was evaluated. A regression analysis of the percentage of developed area (independent variable), resulted in a simple equation for computing percentage of impervious area. The percentage of developed area also was evaluated using flood-frequency data for 23 streamflow gaging stations, and the use of this variable was determined to be valid. Using nationwide data, an urban basin characteristic known as the basin development factor was determined to be valid for inclusion in urban regression equations for estimating flood flows. The basin development factor and the percentage of developed area were compared for use in regression equations to estimate peak flows of streams in Missouri. The equations with the basin development factor produced peak flow estimates with slightly smaller average standard errors of estimate than the equation with the percentage of developed area; however, this study indicates that there was not enough statistical or numerical difference to warrant using the basin development factor instead of the percentage of developed area in Missouri. The selection of a basin characteristic to describe the physical conditions of a drainage basin will depend not only on its contribution to accuracy of regression equations, but also on the ease of determining the characteristics; the percentage of developed area has this advantage. A correlation analysis was made by correlating drainage area to percentage of impervious area, the percentage of developed area, and the basin development factor. The results of the analysis indicate that the three basin characteristics are independent of drainage area and appropriate to use in multiple-regression analysis"--Abstract.