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• 1. [Article] Statistical summaries of streamflow data in Oregon : Volume 2 Western Oregon

  Statistical summaries of streamflow data at 212 stream-gaging sites are presented in this report to aid in appraising the hydrology of river basins in Western Oregon. Records for 21 gaging stations were ...

  Citation × Citation Citation Abstract Copy Title: Statistical summaries of streamflow data in Oregon : Volume 2 Western Oregon Author: Oregon. Water Resources Dept., Miller, Suzanne J., Friday, John, Geological Survey (U.S.) Statistical summaries of streamflow data at 212 stream-gaging sites are presented in this report to aid in appraising the hydrology of river basins in Western Oregon. Records for 21 gaging stations were compiled into separate periods owing to changes in regulation during the period of data collection. The periods before and after regulation are presented for comparison. Title: Statistical summaries of streamflow data in Oregon : Volume 2 Western Oregon Author: Oregon. Water Resources Dept., Miller, Suzanne J., Friday, John, Geological Survey (U.S.) Statistical summaries of streamflow data at 212 stream-gaging sites are presented in this report to aid in appraising the hydrology of river basins in Western Oregon. Records for 21 gaging stations were compiled into separate periods owing to changes in regulation during the period of data collection. The periods before and after regulation are presented for comparison. Close

• 2. [Article] Statistical summaries of streamflow data in Oregon : Volume 2, annual low and high flow, and instantaneous peak flow

  Statistical summaries of streamfiow data at 358 stream-gaging sites are presented to aid in appraising the hydrology of river basins in Oregon. Records for 36 stream-gaging stations were compiled into ...

  Citation × Citation Citation Abstract Copy Title: Statistical summaries of streamflow data in Oregon : Volume 2, annual low and high flow, and instantaneous peak flow Author: Oregon. Water Resources Dept., Wellman, Roy E, Moffatt, R. L., Gordon, Janice M. Statistical summaries of streamfiow data at 358 stream-gaging sites are presented to aid in appraising the hydrology of river basins in Oregon. Records for 36 stream-gaging stations were compiled into separate periods because of changes in streamflow regulation during the period of data collection. Statistical summaries for the periods before and after regulation are presented for comparison. Title: Statistical summaries of streamflow data in Oregon : Volume 2, annual low and high flow, and instantaneous peak flow Author: Oregon. Water Resources Dept., Wellman, Roy E, Moffatt, R. L., Gordon, Janice M. Statistical summaries of streamfiow data at 358 stream-gaging sites are presented to aid in appraising the hydrology of river basins in Oregon. Records for 36 stream-gaging stations were compiled into separate periods because of changes in streamflow regulation during the period of data collection. Statistical summaries for the periods before and after regulation are presented for comparison. Close

• 3. [Article] Statistical summaries of streamflow data in Oregon : Volume 1 Eastern Oregon

  Statistical summaries of streamfiow data at 123 stream-gaging sites are presented in this report to aid in appraising the hydrology of river basins in Eastern Oregon. Records for 13 gaging stations were ...

  Citation × Citation Citation Abstract Copy Title: Statistical summaries of streamflow data in Oregon : Volume 1 Eastern Oregon Author: Oregon. Water Resources Dept., Miller, Suzanne J., Friday, John, Geological Survey (U.S.) Statistical summaries of streamfiow data at 123 stream-gaging sites are presented in this report to aid in appraising the hydrology of river basins in Eastern Oregon. Records for 13 gaging stations were compiled into separate periods owing to changes in regulation during the period of data collection. The periods before and after regulation are presented for comparison. A brief station description is given describing the physical and operational features for each gaging station. Following the station description are tables of monthly and annual flow statistics, flood frequency data, low-flow and high-flow frequency data, and flow-duration information. Title: Statistical summaries of streamflow data in Oregon : Volume 1 Eastern Oregon Author: Oregon. Water Resources Dept., Miller, Suzanne J., Friday, John, Geological Survey (U.S.) Statistical summaries of streamfiow data at 123 stream-gaging sites are presented in this report to aid in appraising the hydrology of river basins in Eastern Oregon. Records for 13 gaging stations were compiled into separate periods owing to changes in regulation during the period of data collection. The periods before and after regulation are presented for comparison. A brief station description is given describing the physical and operational features for each gaging station. Following the station description are tables of monthly and annual flow statistics, flood frequency data, low-flow and high-flow frequency data, and flow-duration information. Close

• 4. [Image] Determining surface water availability in Oregon : open file report SW 02-002

  	Determining Surface Water Availability in Oregon By Richard M. Cooper, PE Abstract The Oregon Water Resources Department (Department or OWRD) limits appropriation from Oregon streams to assure new applicants ...
  	Citation × Citation Citation Abstract Copy Title: Determining surface water availability in Oregon : open file report SW 02-002 Author: Oregon. Water Resources Dept. Year: 2002, 2005 Determining Surface Water Availability in Oregon By Richard M. Cooper, PE Abstract The Oregon Water Resources Department (Department or OWRD) limits appropriation from Oregon streams to assure new applicants use of surface water a reasonable amount of time and to minimize regulatory conflict. The standards for new appropriation of water are: (1) consumptive use from allocations for out-of-stream uses can total no more than the 80-percent ex-ceedance natural stream flow, and (2) allocations for in-stream flows can be no more than the 50-percent exceedance natural stream flow. OWRD has created and maintains a database of the amount of surface water available for appropriation for most waters in the state. This database is used to evaluate applications for new uses of water. Water availability (WA) is obtained from natural stream flow (QNSF) by subtracting existing storage (ST), out-of-stream consumptive uses (CU) and in-stream demands (IS). WA = QN -ST-CU-IS Ideally, water availability would be calculated for every watershed above a point of diversion or in-stream demand. Practically, the number of watersheds must be limited. The watersheds selected for analysis are called Water Availability Basins (WABs). Stream flow can be highly variable, and it is useful to characterize it in some way, usually by a statistic, e.g., a monthly or annual mean. For water availability, it is important to know how often water is available. The appropriate statistic in this case is exceedance stream flow. This statistic tells us how often to expect a given rate of stream flow to occur. Exceedance stream flows are determined directly from gage records, or for ungaged streams, by estimation through modeling. When determined from gage records, the exceedance flows must be corrected to a common base period, and then, to natural stream flow. When determined through modeling, the exceedance flows are estimated from statistical models that relate watershed characteristics to natural stream flow. The models are derived by multiple linear regression. Storage is water retained in a reservoir. It is debited from water availability when the water is stored. It diminishes availability both upstream and downstream of the point of diversion. Consumptive use is divided into three major categories: irrigation, municipal, and all others e.g., domestic, livestock. These uses are less than 100 percent consumptive. It is assumed the non-consumed part of a diversion is returned to the stream from which it was diverted. Consumptive use from irrigation is from estimates made by the US Geological Survey (Portland). Consumption from other uses is based on the associated water rights. In these cases, consumptive use is obtained by multiplying the maximum diversion rate allowed for the water right by a consumptive use coefficient. Consumptive use diminishes availability both upstream and downstream of the point of diversion. There are two types of in-stream demands: in-stream water rights and scenic waterway flows. In-stream demands diminish availability upstream only. Because they are non-consumptive, they do not diminish stream flow downstream as do consumptive uses. Water availability has been calculated for over 2500 WABs. In general, the calculation of water availability at one WAB cannot be considered in isolation from other WABs in the same stream system. For water to be available at any given upstream point, it must be available at all points of calculation downstream. Title: Determining surface water availability in Oregon : open file report SW 02-002 Author: Oregon. Water Resources Dept. Year: 2002, 2005 Determining Surface Water Availability in Oregon By Richard M. Cooper, PE Abstract The Oregon Water Resources Department (Department or OWRD) limits appropriation from Oregon streams to assure new applicants use of surface water a reasonable amount of time and to minimize regulatory conflict. The standards for new appropriation of water are: (1) consumptive use from allocations for out-of-stream uses can total no more than the 80-percent ex-ceedance natural stream flow, and (2) allocations for in-stream flows can be no more than the 50-percent exceedance natural stream flow. OWRD has created and maintains a database of the amount of surface water available for appropriation for most waters in the state. This database is used to evaluate applications for new uses of water. Water availability (WA) is obtained from natural stream flow (QNSF) by subtracting existing storage (ST), out-of-stream consumptive uses (CU) and in-stream demands (IS). WA = QN -ST-CU-IS Ideally, water availability would be calculated for every watershed above a point of diversion or in-stream demand. Practically, the number of watersheds must be limited. The watersheds selected for analysis are called Water Availability Basins (WABs). Stream flow can be highly variable, and it is useful to characterize it in some way, usually by a statistic, e.g., a monthly or annual mean. For water availability, it is important to know how often water is available. The appropriate statistic in this case is exceedance stream flow. This statistic tells us how often to expect a given rate of stream flow to occur. Exceedance stream flows are determined directly from gage records, or for ungaged streams, by estimation through modeling. When determined from gage records, the exceedance flows must be corrected to a common base period, and then, to natural stream flow. When determined through modeling, the exceedance flows are estimated from statistical models that relate watershed characteristics to natural stream flow. The models are derived by multiple linear regression. Storage is water retained in a reservoir. It is debited from water availability when the water is stored. It diminishes availability both upstream and downstream of the point of diversion. Consumptive use is divided into three major categories: irrigation, municipal, and all others e.g., domestic, livestock. These uses are less than 100 percent consumptive. It is assumed the non-consumed part of a diversion is returned to the stream from which it was diverted. Consumptive use from irrigation is from estimates made by the US Geological Survey (Portland). Consumption from other uses is based on the associated water rights. In these cases, consumptive use is obtained by multiplying the maximum diversion rate allowed for the water right by a consumptive use coefficient. Consumptive use diminishes availability both upstream and downstream of the point of diversion. There are two types of in-stream demands: in-stream water rights and scenic waterway flows. In-stream demands diminish availability upstream only. Because they are non-consumptive, they do not diminish stream flow downstream as do consumptive uses. Water availability has been calculated for over 2500 WABs. In general, the calculation of water availability at one WAB cannot be considered in isolation from other WABs in the same stream system. For water to be available at any given upstream point, it must be available at all points of calculation downstream. Close

• 5. [Image] Water rights in Oregon : an introduction to Oregon's water laws and water rights system

  	CONTENTS THE WATER RESOURCES COMMISSION AND DEPARTMENT 1c "To serve the public by practicing and promoting wise long-term water management. " 1.¨REGON WATER LAWS 22 water management in Oregon 2.°ATER PROTECTIONS ...
  	Citation × Citation Citation Abstract Copy Title: Water rights in Oregon : an introduction to Oregon's water laws and water rights system Author: Oregon. Water Resources Dept. Year: 2004, 2005 CONTENTS THE WATER RESOURCES COMMISSION AND DEPARTMENT 1c "To serve the public by practicing and promoting wise long-term water management. " 1.¨REGON WATER LAWS 22 water management in Oregon 2.°ATER PROTECTIONS AND RESTRICTIONS 262011 managing water appropriations 3.¨BTAINING NEW WATER RIGHTS 185 gaining authorization to use water 4.¨THER WATER RIGHTS 197 authorization for water use 5.­RANSFERRING WATER RIGHTS 1c1 existing rights for new uses 6.SANCELLING WATER RIGHTS 1c5 loss of water rights through non-use 7.SONSERVATION 1c8 encouraging efficient water use 8.xINDING WATER RIGHTS 1d1 determining if you have a water right 9.°ATER DISTRIBUTION AND ENFORCEMENT 1d2 watermasters and field staff protecting rights and resources 10.«EGION OFFICES AND WATERMASTER DISTRICTS 1d4 11.xEES 1d6 APPENDIX A 1d7 other development permits WATER RIGHTS IN OREGON Title: Water rights in Oregon : an introduction to Oregon's water laws and water rights system Author: Oregon. Water Resources Dept. Year: 2004, 2005 CONTENTS THE WATER RESOURCES COMMISSION AND DEPARTMENT 1c "To serve the public by practicing and promoting wise long-term water management. " 1.¨REGON WATER LAWS 22 water management in Oregon 2.°ATER PROTECTIONS AND RESTRICTIONS 262011 managing water appropriations 3.¨BTAINING NEW WATER RIGHTS 185 gaining authorization to use water 4.¨THER WATER RIGHTS 197 authorization for water use 5.­RANSFERRING WATER RIGHTS 1c1 existing rights for new uses 6.SANCELLING WATER RIGHTS 1c5 loss of water rights through non-use 7.SONSERVATION 1c8 encouraging efficient water use 8.xINDING WATER RIGHTS 1d1 determining if you have a water right 9.°ATER DISTRIBUTION AND ENFORCEMENT 1d2 watermasters and field staff protecting rights and resources 10.«EGION OFFICES AND WATERMASTER DISTRICTS 1d4 11.xEES 1d6 APPENDIX A 1d7 other development permits WATER RIGHTS IN OREGON Close