Technique for estimating flood-peak discharges and frequencies on rural streams in Illinois by George W. Curtis

Cover of: Technique for estimating flood-peak discharges and frequencies on rural streams in Illinois | George W. Curtis

Published by Dept. of the Interior, U.S. Geological Survey, Books and Open-File Reports Section [distributor] in Urbana, Ill, Denver, CO .

Written in English

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Subjects:

  • Stream measurements -- Illinois.,
  • Flood forecasting -- Illinois.

Edition Notes

Book details

Statementby G.W. Curtis ; prepared in cooperation with Illinois Department of Transportation, Division of Water Resources.
SeriesWater-resources investigations report -- 87-4207.
ContributionsIllinois. Division of Water Resources., Geological Survey (U.S.)
The Physical Object
Paginationv, 79 p. :
Number of Pages79
ID Numbers
Open LibraryOL17834687M

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Technique for estimating flood-peak discharges and frequencies on rural streams in Illinois. Urbana, Ill.: Dept. of the Interior, U.S. Geological Survey ; Denver, CO: Books and Open-File Reports Section [distributor], [i.e.

WRIRTechnique for Estimating Flood-Peak Discharges and Frequencies on Rural Streams in Illinois Indiana SIREstimating selected low-flow frequency statistics and harmonic-mean flows for ungaged, unregulated streams in Indiana (verOctober ).

Estimating flood-peak discharge magnitudes and frequencies for rural streams in Illinois / (Reston, Va.: U.S. Geological Survey, ), by David T. Soong, Geological Survey (U.S.), and Illinois. Office of Water Resources (page images at HathiTrust). Science -- Forecasting.

See also what's at your library, or elsewhere. Broader terms: Science; Forecasting; Narrower term: Environmental sciences -- Forecasting; Filed under: Envi. Impacts of Urbanization and Climate Variability on Floods in Northeastern Illinois Technique for estimating fl ood-peak discharges and.

Magnitudes and Frequencies for Rural Streams. This study develops generalized regional regression equations for estimating the d-day, T-year low-flow discharge, Qd, t, at ungaged sites in Massachusetts where d = 3, 7, 14, and 30 days.

Compendium of Tools for Watershed Assessment and TMDL Development L, Shoemaker, M. Lahlou, M. Bryer D. Kumar, K. Kratt Tetra Tech, Inc. Fairfax, Virginia Contract No.

C Project Managers Donald Brady Chris Laabs Anne Weinberg Watershed Branch Assessment and Watershed Protection Division Office of Wetlands, Oceans, and Watershed United States. Reference: "Technique for Estimating Flood-Peak Discharges and Frequencies on Rural Streams in Illinois", U.S. Geological Survey Water Resources Investigations Report Optional: enter your own number for bankfull discharge (Q).

Grey boxes: for data entry Yellow boxes: computer output. Annotated Bibliography of Environmental Indicators tO AsseSS the U EPA Headquarters Library Mall code T"" Effectiveness Of Municipal and IndUStPlahnnsylvania Avenue NW «^.

^ Washington DC Stormwater Control Pirograms Prepared by the Center for Watershed Protection • r y' US Environmental Protection Agency Office of Wastcwatcr. Full text of "Flood flow frequency for ungaged watersheds: a literature evaluation" See other formats.

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 (Belgium) was reviewed by El Idrissi et al.

Water Engrs. 6 Peter O. Wolf The civil engineer's interest in heavy rainfall Weather 11 Peter O. Wolf The influence on flood peak discharges of some meteorological, topographical and hydraulic factors Internat. Assoc. Scient. U.S. Department of the Interior, Geological Survey, Open-File Report, Suggested Criteria for Hydrologic Design of Storm-Drainage Facilities in the San Francisco Bay Region, S.E.

Rantz, U.S. Water Resources Council, “A Uniform Technique for Determining Flood Flow Frequencies,” Bulle December But taking just the data from the Illinois group that has tried to collect them and from the actual expenditures, we know that, in constant PAGE 34 22 Prospects for Floodplain Managers dollars, we have had a long (almost year) period of rising average annual flood losses, with the highest loss year in history being (Yen and Yen, ).

Full text of "Abstracts of recent published material on soil and water conservation: number 22" See other formats. The search terms used to identify relevant articles were developed in an iterative process using the phraseology of the primary question, Boolean operators, and a list of synonyms for each term.

The search terms will be used to identify relevant articles in CAB Abstracts, Scopus, AGRIS, AGRICOLA, Google Scholar, and Google. The hydrograph method accounts for losses (soil infiltration for example) and transforms the remaining (excess) rainfall into a runoff hydrograph at the outlet of the watershed.

Figure shows the different components that must be represented to. Technical Guide. River & Stream Systems: Flooding Hazard Limit. Ontario Ministry of Natural Resources Water Resources Section W ater Street, 5 th Floor, South Tower, P.O.

Box Peterborough. See this site for downloads, addenda, and a catalog of the book's images. By: The Federal Interagency Stream Restoration.

Annotated Bibliography of Urban Wet Weather Flow Literature from by user. The teaching material largely follows the style and content of two standard text books in hydrology. The first text book is the Prof.

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Elliot, William J; Flanagan, Dennis; Laflen, John M.$$Predicting peak runoff rates from snowmelt with the WEPP model.$In: ASAE Annual International Meeting. Effects of Dams on Flood Peak Attenuation (Figure ) that discharges kg of DIN into the Lamprey River per day on average (EPA was used to simulate changes in flood peak magnitudes and frequencies and seasonal N flux associated with different climate, land use, and dam management Author: David Simon.

Updated by BillJ 96/06/19 Accessing grey-lit papers on urban drainage. River Hydraulics, US Army Corps of Engineers - Free ebook download as PDF File .pdf), Text File .txt) or read book online for free.

River Hydraulics Army Corps of Engineers. Culvert operation should be evaluated for flows other than the peak design flow because: (1) It is good design practice to check culvert performance through a range of discharges to determine acceptable operating conditions, (2) flood plain regulations may require the delineation of the year flood plain, (3) in performing flood risk 5/5(6).

In contrast, for Iowa City, the flood peak of 28, cfs was indeed originally estimated to have been about a to year flood (Schaap and Harvey ), but is now estimated to be about a to year flood (FEMA ) based on a longer period of record. Curtis, G.W.,Technique for estimating flood-peak discharges and frequencies on rural streams in Illinois: U.S.

Geological Survey Water-Resources Investigations INDIANA Glatfelter, D.R.,Technique for estimating the magnitude and frequency of floods in Indiana: U.S. Geological Survey Water-Resources Investigations Appendix C: HEC 19 Federal Agencies Involved in Water-Related Projects Appendix D: HEC 19 List of Reports for Estimating Rural Discharges by State List of Figures for HEC Hydrology Back to Table of Contents Figure 1.

The Hydrologic Cycle Figure 2. Convective Storm Figure 3. Orographic Storm Figure 4. Mortality from flash floods: a review of national weather service reports, PubMed Central. French, J; Ing, R; Von Allmen, S; Wood, R.

Of all weather-related disasters that occur in the United States, floods are the main cause of death, and most flood-related deaths are attributed to flash er a weather-related disaster involves 30. Posters. Treesearch.

Yilmaz Balci; William L. MacDonald; Kurt Gottschalk; Elisa Becker; Grace Sumampong; Simon F. Shamoun; Aniko Varga; Saad Masri; Delano James. Applied Hydrology is a textbook for upper level undergraduate and graduate courses in hydrology and is a reference for practicing hydrologists.

Surface water hydrology is the focus of the book which is presented in three sections: Hydrologic Processes, Hydrologic Analysis, and. As a noun: one of two or more confluent streams; the junction of these streams is their confluence.

Confluent stream A stream that flows together and blends with another of about the same size. When one stream is much smaller than the other, it is called an affluent or a tributary. Cities and Flooding A Guide to Integrated Urban Flood Risk Management for the 21st Century 69 to assume that a 1, year flood, for instance, will be of similar magnitude in both cases, even.

This distance measurement technique has been used for decades, and is also the basis of plane table survey distance measurement. The three horizontal crosshairs in the transit are spaced such that the upper and lower crosshair will read ft on a rod ft distant from the transit--a "stadia constant" ratio of 1.

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Disaster Risk ReductionMethods, Approaches and Practices Atta-Ur- Rahman Amir Nawaz Khan Rajib Shaw Editors Disaster Risk Reduction Approaches in Pakistan Disaster Risk Reduction Methods, Approaches and Practices Series Editor Rajib Shaw, Kyoto University, Japan About the Series Scope of the Series Disaster risk reduction is a process, which leads to the safety of.

Flood Control and Drainage Engineering (ix) Velocity computation is usually done by successive trials starting with discharge computed by using surface slope in Manning’s equation. (x) With this discharge and knowing the sectional area of upper and lower cross-sections, velocities and velocity heads are computed giving velocity heads and.

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El caso de Tunja, Boyacá, C.

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