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This report provides estimates of flood discharges at selected recurrence intervals for streamgages in New Hampshire and outlines methods for estimating flood discharges at ungaged, unregulated streams
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How to fill out estimation of flood discharges

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How to fill out Estimation of Flood Discharges at Selected Recurrence Intervals for Streams in New Hampshire

01
Gather necessary data, including historical streamflow records.
02
Identify the geographic area and specific streams for which flood discharges are to be estimated.
03
Select the recurrence intervals for which flood discharge estimates are required (e.g., 2-year, 10-year, 50-year).
04
Use statistical methods (e.g., frequency analysis) to analyze the historical data and determine the flood discharge for each selected interval.
05
Document all calculations and assumptions made during the estimation process.
06
Prepare a report summarizing the findings, including graphs and tables where applicable.

Who needs Estimation of Flood Discharges at Selected Recurrence Intervals for Streams in New Hampshire?

01
Local government agencies responsible for flood risk management and infrastructure planning.
02
Civil engineers and urban planners designing projects in flood-prone areas.
03
Emergency management personnel planning for disaster response.
04
Environmental agencies monitoring and managing river ecosystems.
05
Insurance companies assessing flood risk for properties.
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People Also Ask about

The recurrence of flooding is dependent on the frequency of extreme weather events, with the area experiencing 15 cm of flooding annually, 38 cm every two years, and 1.38 m every 30 years.
Because the 1-percent AEP flood has a 1 in 100 chance of being equaled or exceeded in any 1 year, and it has a n average recurrence interval of 100 years, it often is referred to as the “100-year flood.”
Calculate the recurrence interval of each annual peak discharge using the flood frequency equation, T=(n+1)/m, where n= the number of annual peak stream discharges in the data base, m is the magnitude rank (the rank is scaled by: 1 is the largest, 2 the next largest, etc.) and T= the calculated recurrence interval.
The theoretical return period between occurrences is the inverse of the average frequency of occurrence. For example, a 10-year flood has a 1/10 = 0.1 or 10% chance of being exceeded in any one year and a 50-year flood has a 0.02 or 2% chance of being exceeded in any one year.
However, AEP terminology reminds us that a rare flood does not reduce the chances of another rare flood within a short time period. The term 50-year event, for example, has a 2% chance of happening in any given year; a 500- year event has a 0.2% chance of occurring in any given year.
Statistical techniques, through a process called frequency analysis, are used to estimate the probability of the occurrence of a given precipitation event. The recurrence interval is based on the probability that the given event will be equaled or exceeded in any given year.
This is the boundary of the flood that has a 0.2-percent chance of being equaled or exceeded in any given year. Officially termed the 0.2-percent annual chance floodplain.

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Estimation of Flood Discharges at Selected Recurrence Intervals for Streams in New Hampshire refers to the analysis and calculation of expected flood discharge rates for specific return periods (e.g., 10, 25, 50, 100 years) for various streams across the state. This estimation is essential for flood risk assessment and planning.
Entities such as local governments, consulting engineers, developers, and other organizations involved in land use planning, construction, or floodplain management are typically required to file estimations of flood discharges.
To fill out the estimation form, one should gather hydrological data, including stream flow measurements, rainfall records, and watershed characteristics. The data should then be processed using established hydrological models and methodologies to calculate the flood discharge estimates at specified intervals.
The purpose of this estimation is to provide a scientific basis for floodplain management, land use planning, infrastructure design, and emergency preparedness by predicting flood risks associated with different recurrence intervals.
The report must include the estimated flood discharge values for the specified recurrence intervals, the data sources used, the methodologies employed in calculations, and any relevant hydrological and geographical data about the watershed and streams analyzed.
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