3 edition of Estimation of peak-discharge frequency of urban streams in Jefferson County, Kentucky found in the catalog.
Estimation of peak-discharge frequency of urban streams in Jefferson County, Kentucky
1997 by U.S. Dept. of the Interior, U.S. Geological Survey, Branch of Information Services [distributor] in Louisville, Ky, Denver, CO .
Written in English
|Other titles||Estimation of peak discharge frequency of urban streams in Jefferson County, Kentucky.|
|Statement||by Gary R. Martin ... [et al.] ; prepared in cooperation with the Louisville and Jefferson County Metropolitan Sewer District.|
|Series||Water-resources investigations report -- 97-4219.|
|Contributions||Martin, Gary R., Louisville and Jefferson County Metropolitan Sewer District., Geological Survey (U.S.)|
|The Physical Object|
|Pagination||viii, 40 p. :|
|Number of Pages||40|
USGS Open File Report "Estimation of Peak-Frequency Relations, Flood Hydrographs, and Volume - Duration - Frequency Relations of Ungaged Small Urban Streams in Ohio may be used in the design of culverts, detention basins, large storm sewers, and large open channels with urban drainage areas within the limits prescribed in the report. Comparison of peak discharge and runoff characteristic estimates from the rational method to field observations for small basins in central Virginia: USGS Scientific Investigations Report [Hayes, Donald C., Young, Ricahrd L.] on *FREE* shipping on qualifying offers. Comparison of peak discharge and runoff characteristic estimates from the rational method to field Cited by: 7. The book is primarily designed for use by engineers, designers, and planners involved in municipal stormwater management. Information contained should cover most of the design applications within urban areas and most of the institutional aspects of stormwater management the planner or . Franklin, M.A., , Magnitude and frequency of floods from urban streams in Leon County, Florida: U.S. Geological Survey Water-Resources Investigations Lopez, M.A., and Woodham, W.M., , Magnitude and frequency of floods on small urban watersheds in the Tampa Bay area, west-central Florida: U.S. Geological Survey Water-Resources.
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Estimation of Peak-Discharge Frequency of Urban Streams in Jefferson County, Kentucky By Gary R. Martin, Kevin J. Ruhl, Brian L. Moore, and Martin F. Rose Abstract An investigation of ﬂood-hydrograph characteristics for streams in urban Jefferson County, Estimation of peak-discharge frequency of urban streams in Jefferson County, was made to obtain hydrologic information needed for water-resources management.
Estimation of Peak-Discharge Frequency of Urban Estimation of peak-discharge frequency of urban streams in Jefferson County in Jefferson County, Kentucky By Gary R.
Martin, Kevin J. Ruhl, Brian L. Moore, and Martin F. Rose Abstract An investigation of Kentucky book characteristics for streams in urban Jefferson County, Kentucky, was made to Kentucky book hydrologic information needed for water- resources management. Get this from a library. Estimation of peak-discharge frequency of urban Estimation of peak-discharge frequency of urban streams in Jefferson County in Jefferson County, Kentucky.
[Gary R Martin; Louisville and Jefferson County. An investigation of flood-hydrograph characteristics for streams in urban Jefferson County, Kentucky, was made to obtain hydrologic information needed for waterresources management.
Equations for estimating peak-discharge frequencies for ungaged streams in Kentucky book county were developed by combining (1) long-term annual peakdischarge data and rainfall-runoff data collected from to in WRIREstimating the Magnitude of Peak Flows for Streams in Estimation of peak-discharge frequency of urban streams in Jefferson County for Selected Recurrence Intervals; WRIREstimating Mean Annual Streamflow of Rural Streams in Kentucky; WRIREstimation of Peak-Discharge Frequency of Urban Streams in.
Book/Printed Material Estimating flood-peak discharge magnitudes and frequencies for rural streams in Illinois / About this Item. Title Estimating flood-peak discharge magnitudes and frequencies for rural streams in Illinois.
[Reston, Va.: U.S. Dept. of the Interior, U.S. Geological Survey: Denver, CO: For sale by U.S. Geological Survey. 2 Comparison of Peak Discharge and Runoff Characteristic Estimates for Small Basins in Central Virginia The maximum observed runoff from the storms analyzed at eight study basins was in./hour, and the greatest average rainfall intensity for storms analyzed was in./hour.
Curves. Estimation of Peak-Discharge Frequency of Urban Streams in Jefferson County, Kentucky By Gary R. Martin, Kevin J. Ruhl, Brian L. Moore, and Martin F.
Rose. Abstract An investigation of ood-hydrograph characteristics for streams in urban Jefferson County, Kentucky, was made to obtain hydrologic information needed for waterresources management.
Bohman LR () Determination of flood hydrographs for streams in South Carolina. Volume 2. Estimation of peak-discharge frequency, runoff volumes, and flood hydrographs for urban watersheds.
US Geol Surv Water Resources Inv Rep79 pagesCited by: 3. Methods are presented for estimating the peak discharges of rural, unregulated streams in Virginia. A Pearson Type III distribution is fitted to the logarithms of the unregulated annual peak-discharge records from stream-gaging stations in Virginia to estimate the peak discharge at these stations for recurrence intervals of 2 to years.
SUMMARY OF THE DRAFT ENVIRONMENTAL IMPACT STATEMENT THE APPLICANT Louisville Gas and Electric Company (the Applicant) distributes and sells electricity toultimate consumers (as of Decem ) in Jefferson County and portions of Oldham, Bullitt, Meade, and Hardin Counties, and limited parts of Henry, Trimble, Shelby, and.
Evaluate runoff peak rate estimation methods currently in use for flat, hi gh-water-tab1 e watersheds using observed data col 1 ected as part of the Kissimnee Coordinating Council Upland Detention Demon-File Size: 2MB. EPA//R/ September Stormwater Best Management Practice Design Guide Volume 1 General Considerations By Michael L.
Clar, P.E. Ecosite, Inc. Ellicott City, Maryland, Billy J. Barfield, P.E., Ph.D. Professor Emeritus Department of Agricultural Engineering Oklahoma State University Stillwater, Oklahoma Thomas P.
O'Connor Urban Watershed Management Branch Water. Probability Distribution of Peak Discharge at the Hillslope Scale Generated by Hortonian Runoff Article in Journal of Irrigation and Drainage Engineering (2) October with 52 Reads.
Full text of "Flood flow frequency for ungaged watersheds: a literature evaluation" See other formats. Floods -- Illinois. See also what's at your library, or elsewhere.
Broader terms: Floods; Floods -- United States; Illinois; Filed under: Floods -- Illinois Report of the Rivers and lakes commision on the Illinois river and its bottom lands, with reference to the conservation of agriculture and fisheries and the control of floods, ([Springfield, Ill., Illinois state journal co., state.
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The importance of k in characterizing the low-flow behavior of streams has long been recognized but there is a considerable debate on appropriate techniques for recession analysis (Tallaksen, On Mapart of the western dike of the Nahal Oz Reservoir collapsed and generated a flow release of ∗ 10 6 m 3 of secondary irrigation water (Nevo,Rudge, ) ().The breach had a trapezoidal shape, m 2 in area, top width of m, a maximum width of 33 m at the toe of the dike and an average width of 20 m.
The volume of sediment derived from the collapse of the Cited by: coodinated streams are listed alphabetically. Each of the streams are linked to a PDF file of the coordinated discharge values, which are depicted as a graph of drainage area vs. peak discharge.
Drainage areas are typically based on publication “Discharge Areas of. The Environmental Protection Agency is proposing a regulation that would strengthen the existing regulatory program for discharges from construction sites by establishing technology-based Effluent Limitations Guidelines and New Source Performance Standards for the Construction and Development.
PUD No. 1 of Jefferson County v. Washington Department of Ecology, U.S.(). For the most part, state-issued general permits for stormwater discharges associated with construction activity have followed EPA's CGP format and content, starting with EPA's first CGP issued in (57 FR ; September 9, ).
Record Number: Title: Assessment, Geomorphic Definition and Documentation of Kansas Stream Corridor Reference Reaches. Journal: Federal FY EPA Wetland Protection Grant.
A comparison of flood frequency indicates a slight decrease in the bankfull discharge return interval for the gaged urban streams as compared to the gaged rural streams. The impact of long-term land use change on the hydrological regime of the Dyle catchment.
simple peak discharge equation. Heede, B.H., Designing for Dynamic Equilibrium in Streams. Water Resources Bulletin 22(3) "Streams are dynamic systems, so steady state does not exist for any appreciable period of time. Streams in dynamic File Size: 6MB. Hydrology -- Somalia. See also what's at your library, or elsewhere.
Broader terms: Hydrology; Earth sciences -- Somalia; Somalia; Narrower term: Hydrology -- Somalia -- Bibliogra. Restore 20 miles of Anchorage streams in an already designated Urban Bird Treaty city, provide a continuum of opportunities for ur-ban youth and families to engage with wild-life and conservation, mentor a cohort of urban/rural youth ambassadors to promote shared perspectives and leadership, and engage non-traditional partners to achieve.
Estimation of peak-discharge frequency of urban streams in Jefferson County, Kentucky. USGS Publications Warehouse. Martin, Gary R.; Ruhl, Kevin J.; Moore, Brian L.; Rose, Martin F. An investigation of flood-hydrograph characteristics for streams in.
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where Qx is the discharge as a percentage of the peak discharge at kilometer 0 and x is the distance downstream from the location peak discharge determination in km. Another simple way to estimate the attenuation is using a generic reservoir's water volume curve constructed with the HEC-HMS and HEC-RAS models (Washington State Department of.
Reclaiming Denver's Central South Platte River Leo Eisel Brian Kolstad McLaughlin Water Engineers, Ltd. Ben Urbonas Urban Drainage and Flood Control District Nick Skifalides Wastewater Management Division, City and County of Denver INTRODUCTION TIlt: South Platte River reaches from foot peaks west of Denver more than miles east.
danger to the urban areas from wave wash and storm surges common a peak discharge ﬂ ow under project ﬂ ood conditions at New Orleans not to exceed 1,00 cfs.
15 Prologue impounded rain covered much of Fulton County, Kentucky, and Lake County, Tennessee. Standing water covered the ﬂ at farmland in the four. mum peak discharge, or minimum flow dependability. Fortunately, E. Munns, of the Forest Service's Branch of Re-search, had observed and written about land erosion in California prior to his assignment to Washington.
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11 Mann et al. () reported that the Waananen and Crippen () year regression equation produced generally accurate predictions of peak flows in the North Coast Region of California. 12 Skew can be defined as the shape of the annual peak discharge distribution, which is often significantly affected by the presence of very small or very.
Natural Resources Management Guide Published on May (Long Hill and Harding Townships). Refer to the Landforms map (Plate 4) for location of these features.
Rivers and streams within the county flow generally southwestward, following the trends of the Highlands. and organic matter Measure and time frequency of fertilizer.
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