2 edition of **Estimation of flood discharges at selected recurrence intervals for streams in New Hampshire** found in the catalog.

Estimation of flood discharges at selected recurrence intervals for streams in New Hampshire

Scott A. Olson

- 280 Want to read
- 22 Currently reading

Published
**2009** by U.S. Geological Survey in Reston, Va .

Written in English

- Floods -- New Hampshire,
- Streamflow -- New Hampshire

**Edition Notes**

Statement | by Scott A. Olson ; prepared in cooperation with the New Hampshire Department of Transportation. |

Series | Scientific investigations report -- 2008-5206, Scientific investigations report -- 2008-5206. |

Contributions | New Hampshire. Dept. of Transportation., Geological Survey (U.S.) |

Classifications | |
---|---|

LC Classifications | GB1399.4.N4 O47 2009 |

The Physical Object | |

Pagination | v, 51 p. : |

Number of Pages | 51 |

ID Numbers | |

Open Library | OL24046474M |

ISBN 10 | 1411323327 |

ISBN 10 | 9781411323322 |

LC Control Number | 2009376246 |

This There is no national repository of maps of historical chapter addresses floodplain mapping associated with flood inundation that can be used to determine actual riverine flooding and flooding in ponded landscapes. Since each river is a different "hydrologic unit", we will use this as our search criteria. StreamStats is a World Wide Web application providing automated regression-equation solutions for user-selected sites on streams. Another assumption is that the occurrences and recurrence intervals of floods in the past is the same as the occurrences in the future.

The relationship between the terrain slope using the U. Interagency Advisory Committee on Water Data. Go to this web site and do the following: On the upper right-hand side of the page are boxes that you can set to take you more directly to the information you want. However, this assumes a log-normal distribution of flood data when there are many possible distributions including log-normal, Gumbel, and Pearson distributions. The two-station comparison method uses data from a streamgage with long-term record to adjust the frequency characteristics at a streamgage with a short-term record.

This will bring up the page for the Fargo gaging station. There are three main sources of uncertainty ping. In what year did the highest discharge occur, and what was the value of that discharge? Stage is the level of the water surface over a datum often sea level.

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On the page that comes up, there is a box from which we can choose the hydrologic unit we are looking for. I have one stream channel narrow and steep sided and the other broad and relatively flat.

The search should then return results for all gaging stations on the Upper Red River. Because you took a course in natural disasters, you know that if you visit the web site of the U. This will bring up the page for the Fargo gaging station.

However, as the following analysis demon- USGS stream gage sites are the principal places in strates, there is a great deal of commonality among the the country where flood elevations have been measured sampling uncertainties around statistically estimated precisely and consistently over many years.

Determining the BFE involves first determin- lently the year BFE, does not vary with drainage ing the base flood discharge. In this case, find and select the unit called "Upper Red", then scroll down and click on the "Submit" button. Ideally, I would take students out to a stream a couple of times and have them measure discharge and stage so they get an idea of these measurements see Discharge and Sediment Transport in the Field for an example.

These confidence limits were computed using the 1. Here we need to specifically search for the Data we want. For example, rating curves may change with time and there is often significant scatter in the data, which can be used as a launching point for discussing regressions and error.

Crest or peak is the highest stage reached during a hydrologic event such as a flood. Another assumption is that the occurrences and recurrence intervals of floods in the past is the same as the occurrences in the future. The equations were developed using generalized least-squares regression.

Skills and concepts that students must have mastered Students should have some basic knowlege of streams and floods. The sampling error of the base flood eleva- This frequency analysis of stage heights has a tion estimated using flood frequency analysis of number of limitations: no regional skew estimates were annual maximum stage heights measured at 30 long- included none exist for stage height datathe number record USGS stream gage sites in North Carolina and of stream gages was relatively small 31 gages of 27, Florida does not vary with drainage area, topography, for which the USGS has peak gage recordsand only a or landscape type and has an average value of approxi- small region of the nation was examined.

The standard error of the data on new map is 0. Standard error of prediction Estimation of flood discharges at selected recurrence intervals for streams in New Hampshire book the one-variable equations ranges from about 34 to 45 percent and for the multi-variable equations ranges from about 31 to 42 percent.

That is usually not possible, so I lead an open ended discussion of how we can measure the discharge. The determination of recurrence intervals has many inherent assumptions that are often false.

This process is repeated for a year and mapping methods are well established. Flood discharges at selected recurrence intervals for selected streamgages were computed following the guidelines in Bulletin 17B of the U. A technique for adjusting a flood-discharge frequency curve computed from a streamgage record with results from the regression equations is described in this report.

Techniques for estimating flood-frequency discharges for streams in Iowa are presented for determining 1 regional regression estimates for ungaged sites on ungaged streams; 2 weighted estimates for gaged sites; and 3 weighted estimates for ungaged sites on gaged streams.

Discharge, stage, flood stage, and crest: What's the difference? Rating curve for the Connecticut River at Montague City station.

A technique for adjusting a flood-discharge frequency curve computed from a streamgage record with results from the regression equations is described in this report. This is often expressed as students: Wildhorse Canyon List all of the floods so far this year that have caused more than 30 deaths.

You want to see what the effects of this thunderstorm were on Rapid Creek in Rapid City. So far this year how many people have died, how many people have been displaced, and about how much damage in US dollars has been caused by flooding?

Rather, floodplain boundaries Riverine flood mapping is typically carried out for must be estimated by indirect means and thus flood river and stream reaches with drainage areas exceed- maps contain various kinds of uncertainties.ADVERTISEMENTS: The design of structures on a river, such as dams, spillways, earthen embankments, flood control reservoirs, etc., requires information about the maximum (or peak) flood discharge in the river.

For gauged watersheds, one can use the collected data and analyse them to get peak flood in the river. But, for un-gauged watersheds, one has. = Average time between flood events that equal or exceed a specified discharge. It is NOT the exact time between floods. To determine recurrence intervals: Data: Maximum yearly discharge for n years Rank data in order greatest discharge has rank m = 1 least discharge has rank m =.

natural base flood WSELs of streams computed without consideration of backwater from other flooding sources. Thus, these two columns will contain identical elevations except in confluence Elevations for floods of the selected recurrence intervals for the Atlantic Ocean and Guidelines and Specifications for Flood Map Production.recurrence intervals for a site or group of sites is a pdf challenge in hydrology.

Although studies have the area have attempted to model flood discharges using the Gumbel distribution, a stochastic generating Flood Management Practices: Selected Flood Prone Areas of Zambezi Basin, Zimbabwe National Water Authority, Harare, Zimbabwe.Relationships among probability distributions of stream discharges in floods, climate, bed load transport, and river incision download pdf 12 April [1] Analyses of mean daily discharges and annual peak discharges for streams in 14 of the should depend on the recurrence intervals of their largest discharges.

[3] If rivers are to.Jul 24, · Hydrology (Estimation of peak ebook discharge) Gumbel's Method Ebook method is useful for obtaining values of flood discharges for a high recurrence interval. in Difference b/w first and last exceedences = = 41 years For 9 exceedences there will be 8 recurrence intervals.

Therefore, Average Recurrence Interval, T = 41/8.