1 edition of Collecting peak-flow data in Ohio through the use of crest-stage gages found in the catalog.
Collecting peak-flow data in Ohio through the use of crest-stage gages
by U.S. Dept. of the Interior, U.S. Geological Survey in [Reston, Va,?
Written in English
|Other titles||Collecting peak flow data in Ohio through the use of crest-stage gages|
|Series||USGS fact sheet -- FS-059-03, Fact sheet (Geological Survey (U.S.)) -- FS-03-059|
|Contributions||Geological Survey (U.S.)|
|The Physical Object|
|Pagination|| p. :|
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Get this from a library. Collecting peak-flow data in Ohio through the use of crest-stage gages. [Geological Survey (U.S.);]. Collecting peak-flow data in Ohio through the use of crest-stage gages.
[Geological Survey (U.S.);] Home. WorldCat Home About WorldCat Help. Search. Search for Library Items Search for Lists Search for Contacts Search for a Library. Create. gathering peak flow data, which can then be used in a variety of applications, such as emergency planning, engineering design, and stormwater permitting.
Figure 1. Crest stage gage site with staff gage. Traditional crest stage gages—Advantages and disadvantages The USGS () describes traditional crest stage gages as having the following. Crest stage gages are typically used to gather data from ephemeral streams or waterways that are subject to infrequent, but severe flooding.
Increasingly, crest stage gages are becoming a cost-effective means of gathering peak flow data, which can then be used in a variety of applications, such as emergency planning, engineering design, and stormwater permitting.
Water-resources data network evaluation for Monterey County, California, phase 2: Analysis of the streamflow-gaging station network in Ohio for effectiveness in providing regional streamflow information / (Columbus, Peak-flow frequency relations and evaluation of the peak-flow gaging network in.
Author Anderman, Evan R. Title Improving ground-water flow model calibration with the Advective-Transport Observation (ADV) Package to MODFLOWP [electronic resource] /. A rating curve (fig. 3) is a graphic representation of the relation between stage and streamflow for a given river or stream.
USGS computers use these site-specific rating curves to convert the water-level data into information about the flow of the river. Maximum discharge, 2, ft 3 /s,gage height, ft, from rating curve extended above ft 3 /s on basis of contracted-opening computation of peak flow; minimum discharge, ft 3 /s, Peak Flood Chart.
National Weather Service flood stage for this gage is 8 ft. Rain gage data is available from this location at. Water-stage recorder and crest-stage gage. Datum of gage is ft above NGVD of and ft above NAVD of (VERTCON). Prior to Aug.
12,nonrecording gage at same site (at different datum April to March ). REMARKSFlow from mi² of drainage area regulated by Ashokan Reservoir since Sept. 9, The GLS technique is preferred for peak-flow frequency analysis when peak-flow records used in the analysis are of varying lengths and are possibly correlated for concurrent years at nearby.
To make these data readily available to interested parties outside the Geological Survey, the data are published annually in the report series entitled "Water Resources Data - Colorado".
This report (Volume 2 of two volumes) includes records on both surface and ground water in. SELECTED URBAN STORM WATER RUNOFF ABSTRACTS by Science Information Services Department The Franklin Institute Research Laboratories Prepared for ENVIRONMENTAL PROTECTION AGENCY WATER QUALITY OFFICE Program Number EJC Contract Number July For sale by the Superintendent of Documents, U.S.
Government Printing Office. Estimation of regional flow-duration curves for Indiana and Illinois. data through water year ) and then checking for recent studies were crest-stage gages that measure only peak stages.
Urban Stormwater BMP Performance Monitoring A Guidance Manual for Meeting the National Stormwater BMP Database Requirements Prepared by GeoSyntec Consultants Urban Drainage and Flood Control District and Urban Water Resources Research Council (UWRRC) of ASCE In cooperation with Office of Water (T) US Environmental Protection Agency Washington, DC April.
data collected through its activities. The National Water Data Storage and Retrieval System (WATSTORE) was established in to provide an effective and efficient means for the processing and maintenance of water-data collected through the activities of the U.S.
Geological Survey and to facilitate release of the data to the : R.C. Ugland, B.J. Cochran, M.M. Hiner, E.A. Wilson, J.D. Bennett. A Regional Flood may occur on Little Tennessee River in the reach investigated that would be from about 10 to 19 feet higher than the Augflood but about.
11 feet higher in the reach through Franklin. On Cullasaja River a Regional Flood may occur about 8 to 16 feet higher than the Augflood, being about 12 feet higher. Full text of "Selected water resources abstracts" See other formats.
(2) Discharge data include measured and/or synthesized flows along with frequency, velocity, duration, and depth information. Measured data at gages are the preferred source for this category; seldom, however, does sufficient measured data exist. physical data to show trends or problem areas (e.g., seepage, water pressure, and movement data may be correlated on the Instruments for monitoring of all dams, to same data plot).
be installed retrospectively if necessary, should at least measure seepage and leakage flow rates and deformation of. Crest-stage gaging stations in Oregon: a compilation of peak data collected from October to September USGS Publications Warehouse.
Friday, John. A crest-sta. Free essays, homework help, flashcards, research papers, book reports, term papers, history, science, politics.These gages are considered temporary and are relocated as the need arises for specific projects.
The gage data collected by these two efforts are used to calibrate and verify the hydrulogic and hydraulic models being developed for the detailed basin plans and the capital improvement projects, and to verify existing drainage problems.The data are for a single station at Coshocton, Ohio, for a period of 25 years.
Table 2 shows the magnitude and event date for five selected durations and Figure 2 showsthe data plotted for and min durations along with best fit lines for intermediate durations.