Stream Gage Analysis - Revision history

Mpollei@gfnet.com at 04:37, 21 July 2023

2023-07-21T04:37:46Z

← Older revision		Revision as of 04:37, 21 July 2023
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	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS~~, 2020~~]]		{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS]]
	{{Document Icon}} [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)\|Guidelines for Determining Flood Flow Frequency (Bulletin 17C), USGS~~, 2019~~]]		{{Document Icon}} [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)\|Guidelines for Determining Flood Flow Frequency (Bulletin 17C), USGS]]
	{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE~~, 1997~~]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE]]

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Rmanwaring at 20:02, 19 December 2022

2022-12-19T20:02:26Z

← Older revision		Revision as of 20:02, 19 December 2022
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	==Best Practices Resources==		==Best Practices Resources==
	~~{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]~~		{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data, NRCS, 2020]]
	{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data ~~(Natural Resources Conservation Service)~~]]		{{Document Icon}} [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)\|Guidelines for Determining Flood Flow Frequency (Bulletin 17C), USGS, 2019]]
	{{Document Icon}} [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)\|Guidelines for Determining Flood Flow Frequency (Bulletin 17C) (~~United States Geological Survey~~)]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997]]

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Grichards at 06:23, 18 November 2022

2022-11-18T06:23:01Z

← Older revision		Revision as of 06:23, 18 November 2022
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	__NOTOC__		__NOTOC__
			[[Category:Flood Hydrology]]
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	<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->		<!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed -->

Rmanwaring at 19:48, 21 October 2022

2022-10-21T19:48:54Z

← Older revision		Revision as of 19:48, 21 October 2022
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	“The availability of streamflow data is a significant factor in the selection of an appropriate technical method for reservoir studies. It is important to be cognizant of the nature, source, reliability, and adequacy of available data. It estimates are needed, the assumptions used should be documented, and the effect of errors in the estimates on the technical procedure and results should be considered”.<ref name="EM 1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| EM 1110-2-1420 Hydrologic Engineering Requirements for Reservoirs, USACE, 1997]]</ref>		“The availability of streamflow data is a significant factor in the selection of an appropriate technical method for reservoir studies. It is important to be cognizant of the nature, source, reliability, and adequacy of available data. It estimates are needed, the assumptions used should be documented, and the effect of errors in the estimates on the technical procedure and results should be considered”.<ref name="EM 1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) \| EM 1110-2-1420 Hydrologic Engineering Requirements for Reservoirs, USACE, 1997]]</ref>

	“The adjustment of recorded streamflows is often required before the data can be used in water resources development studies. This is because flow information usually is required at locations other than gauging stations and for conditions of upstream development other than those under which flows occurred historically. In correlating flows between locations, it is important to use ‘natural flows’ (unaffected by artificial storage and diversion) in order that correlation procedures will apply logically and efficiently. In generating flows, natural flows should be used because general frequency functions, characteristic of natural flows, are employed in this process”.<ref name="EM 1110-2-1420" />		“The adjustment of recorded [[streamflows]] is often required before the data can be used in water resources development studies. This is because flow information usually is required at locations other than gauging stations and for conditions of upstream development other than those under which flows occurred historically. In correlating flows between locations, it is important to use ‘natural flows’ (unaffected by artificial storage and diversion) in order that correlation procedures will apply logically and efficiently. In generating flows, natural flows should be used because general frequency functions, characteristic of natural flows, are employed in this process”.<ref name="EM 1110-2-1420" />

	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]
	{{Document Icon}} [[~~Hydrology~~ National Engineering Handbook: Chapter 5- Streamflow Data\|~~Hydrology~~ National Engineering Handbook: Chapter 5- Streamflow Data (Natural Resources Conservation Service)]]		{{Document Icon}} [[National Engineering Handbook: Chapter 5 - Streamflow Data \| National Engineering Handbook: Chapter 5 - Streamflow Data (Natural Resources Conservation Service)]]
	{{Document Icon}} [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)\|Guidelines for Determining Flood Flow Frequency (Bulletin 17C) (United States Geological Survey)]]		{{Document Icon}} [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)\|Guidelines for Determining Flood Flow Frequency (Bulletin 17C) (United States Geological Survey)]]

Grichards at 00:46, 17 September 2022

2022-09-17T00:46:25Z

← Older revision		Revision as of 00:46, 17 September 2022
Line 6:		Line 6:
	“The adjustment of recorded streamflows is often required before the data can be used in water resources development studies. This is because flow information usually is required at locations other than gauging stations and for conditions of upstream development other than those under which flows occurred historically. In correlating flows between locations, it is important to use ‘natural flows’ (unaffected by artificial storage and diversion) in order that correlation procedures will apply logically and efficiently. In generating flows, natural flows should be used because general frequency functions, characteristic of natural flows, are employed in this process”.<ref name="EM 1110-2-1420" />		“The adjustment of recorded streamflows is often required before the data can be used in water resources development studies. This is because flow information usually is required at locations other than gauging stations and for conditions of upstream development other than those under which flows occurred historically. In correlating flows between locations, it is important to use ‘natural flows’ (unaffected by artificial storage and diversion) in order that correlation procedures will apply logically and efficiently. In generating flows, natural flows should be used because general frequency functions, characteristic of natural flows, are employed in this process”.<ref name="EM 1110-2-1420" />

	~~==Examples==~~
	~~{{Website Icon}}~~
	==Best Practices Resources==		==Best Practices Resources==
	{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)]]		{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)\|Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) (U.S. Army Corps of Engineers)]]
	~~==Trainings==~~		{{Document Icon}} [[Hydrology National Engineering Handbook: Chapter 5- Streamflow Data\|Hydrology National Engineering Handbook: Chapter 5- Streamflow Data (Natural Resources Conservation Service)]]
	{{~~Video~~ Icon}}		{{Document Icon}} [[Guidelines for Determining Flood Flow Frequency (Bulletin 17C)\|Guidelines for Determining Flood Flow Frequency (Bulletin 17C) (United States Geological Survey)]]

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Rmanwaring: Created page with "NOTOC ---- “The availability of streamflow data is a significant factor in the selection of an appropriate technical method for reservoir studies. It is important to be cognizant of the nature, source, reliability, and adequacy of available data. It estimates are needed, the assumptions used should be documented, and the effect of errors in the estimates on the techni..."

2022-09-08T23:49:06Z

Created page with "__NOTOC__ ----  “The availability of streamflow data is a significant factor in the selection of an appropriate technical method for reservoir studies. It is important to be cognizant of the nature, source, reliability, and adequacy of available data. It estimates are needed, the assumptions used should be documented, and the effect of errors in the estimates on the techni..."

New page

__NOTOC__
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“The availability of streamflow data is a significant factor in the selection of an appropriate technical method for reservoir studies. It is important to be cognizant of the nature, source, reliability, and adequacy of available data. It estimates are needed, the assumptions used should be documented, and the effect of errors in the estimates on the technical procedure and results should be considered”.<ref name="EM 1110-2-1420">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | EM 1110-2-1420 Hydrologic Engineering Requirements for Reservoirs, USACE, 1997]]</ref>

“The adjustment of recorded streamflows is often required before the data can be used in water resources development studies. This is because flow information usually is required at locations other than gauging stations and for conditions of upstream development other than those under which flows occurred historically. In correlating flows between locations, it is important to use ‘natural flows’ (unaffected by artificial storage and diversion) in order that correlation procedures will apply logically and efficiently. In generating flows, natural flows should be used because general frequency functions, characteristic of natural flows, are employed in this process”.<ref name="EM 1110-2-1420" />

==Examples==
{{Website Icon}}
==Best Practices Resources==
{{Document Icon}} [[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420)]]
==Trainings==
{{Video Icon}}


{{Citations}}


{{revhistinf}}