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• 31. [Image] The Water Report - Klamath coho salmon plan rejected: 9th circuit CA/OR

  	Only portions of issues of The Water Report are available in the Klamath Waters Digital Library. See the full report at http://www.thewaterreport.com/
  	Citation × Citation Citation Abstract Copy Title: The Water Report - Klamath coho salmon plan rejected: 9th circuit CA/OR Author: Envirotech Publications Year: 2005, 2008, 2006 Only portions of issues of The Water Report are available in the Klamath Waters Digital Library. See the full report at http://www.thewaterreport.com/ Title: The Water Report - Klamath coho salmon plan rejected: 9th circuit CA/OR Author: Envirotech Publications Year: 2005, 2008, 2006 Only portions of issues of The Water Report are available in the Klamath Waters Digital Library. See the full report at http://www.thewaterreport.com/ Close

• 32. [Image] Link River Dam Repair by The California-Oregon Power Company

  	2177-R2 - Link River Dam Repair by The California-Oregon Power Company. Klamath Project, Oregon-California. Dirt cofferdam to hold out flow of water into the excavation; November 3, 1952; Bureau of Reclamation ...
  	Citation × Citation Citation Abstract Copy Title: Link River Dam Repair by The California-Oregon Power Company Author: United States. Bureau of Reclamation, Taylor, M. D., Jr. Year: 1952, 2007, 2006 2177-R2 - Link River Dam Repair by The California-Oregon Power Company. Klamath Project, Oregon-California. Dirt cofferdam to hold out flow of water into the excavation; November 3, 1952; Bureau of Reclamation Photo by M. D. Taylor, Jr. Title: Link River Dam Repair by The California-Oregon Power Company Author: United States. Bureau of Reclamation, Taylor, M. D., Jr. Year: 1952, 2007, 2006 2177-R2 - Link River Dam Repair by The California-Oregon Power Company. Klamath Project, Oregon-California. Dirt cofferdam to hold out flow of water into the excavation; November 3, 1952; Bureau of Reclamation Photo by M. D. Taylor, Jr. Close

• 33. [Image] Closed Drain Construction, Tule Lake Area, Sump 3 - Specs. 200C-910 - Patterson Constr. Company, Contractor

  	P-12-200-3094NA Klamath Project - Oregon-California. View of outlet area, looking downstream Line #53-1. Note heavy flow of water. Solid pipe and cut-off collar to the right of photo is to be installed; ...
  	Citation × Citation Citation Abstract Copy Title: Closed Drain Construction, Tule Lake Area, Sump 3 - Specs. 200C-910 - Patterson Constr. Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1975, 2009, 2006 P-12-200-3094NA Klamath Project - Oregon-California. View of outlet area, looking downstream Line #53-1. Note heavy flow of water. Solid pipe and cut-off collar to the right of photo is to be installed; February 1975; USBR photo by D. W. Stein Title: Closed Drain Construction, Tule Lake Area, Sump 3 - Specs. 200C-910 - Patterson Constr. Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1975, 2009, 2006 P-12-200-3094NA Klamath Project - Oregon-California. View of outlet area, looking downstream Line #53-1. Note heavy flow of water. Solid pipe and cut-off collar to the right of photo is to be installed; February 1975; USBR photo by D. W. Stein Close

• 34. [Image] Closed Drain Construction, Tule Lake Area, Sump 3 - Specs. 200C-910 - Patterson Constr. Company, Contractor

  	P-12-200-3095NA Klamath Project - Oregon-California. View of outlet area, looking downstream Line #53-1. Note heavy flow of water. Solid pipe and cut-off collar at right of photo is to be installed; ...
  	Citation × Citation Citation Abstract Copy Title: Closed Drain Construction, Tule Lake Area, Sump 3 - Specs. 200C-910 - Patterson Constr. Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1975, 2009, 2006 P-12-200-3095NA Klamath Project - Oregon-California. View of outlet area, looking downstream Line #53-1. Note heavy flow of water. Solid pipe and cut-off collar at right of photo is to be installed; February 1975; USBR photo by D. W. Stein Title: Closed Drain Construction, Tule Lake Area, Sump 3 - Specs. 200C-910 - Patterson Constr. Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1975, 2009, 2006 P-12-200-3095NA Klamath Project - Oregon-California. View of outlet area, looking downstream Line #53-1. Note heavy flow of water. Solid pipe and cut-off collar at right of photo is to be installed; February 1975; USBR photo by D. W. Stein Close

• 35. [Image] Annual project history: Klamath Project, Oregon-California 1954

  	Ill., maps (some color), photographs; Includes fiscal year financials, maps, photographs, agricultural economics and crop yield, some grazing financial information with cost of water usage, tables for ...
  	Citation × Citation Citation Abstract Copy Title: Annual project history: Klamath Project, Oregon-California 1954 Author: United States. Bureau of Reclamation Year: 1954, 2008, 2006 Ill., maps (some color), photographs; Includes fiscal year financials, maps, photographs, agricultural economics and crop yield, some grazing financial information with cost of water usage, tables for irrigation and drainage and water storage and distributions, list of steam gaging stations, weather conditions, list of evaporation stations, quality of irrigation water at pumping plants, etc.; Title covers: calendar years for 1954-1962; Description is based on: Annual project history: Klamath Project, Oregon-California 1954; Dates of the beginning year(s) of publication are derived from May 1, 1903 to December 31, 1912, History of the Klamath Project and from the volume information on later volumes (v. 35) Klamath District and Klamath Project annual history for 1945, dated December 1, 1946 Title: Annual project history: Klamath Project, Oregon-California 1954 Author: United States. Bureau of Reclamation Year: 1954, 2008, 2006 Ill., maps (some color), photographs; Includes fiscal year financials, maps, photographs, agricultural economics and crop yield, some grazing financial information with cost of water usage, tables for irrigation and drainage and water storage and distributions, list of steam gaging stations, weather conditions, list of evaporation stations, quality of irrigation water at pumping plants, etc.; Title covers: calendar years for 1954-1962; Description is based on: Annual project history: Klamath Project, Oregon-California 1954; Dates of the beginning year(s) of publication are derived from May 1, 1903 to December 31, 1912, History of the Klamath Project and from the volume information on later volumes (v. 35) Klamath District and Klamath Project annual history for 1945, dated December 1, 1946 Close

• 36. [Image] Test Drilling at Soldier Creek, Rosebud Indian Reservation, Todd County, South Dakota

  	Thirty-six test holes were augered by the U.S. Geological Survey in the vicinity of Soldier Creek, Rosebud Indian Reservation, Todd County, South Dakota. Wells producing more than 5 gallons per minute ...
  	Citation × Citation Citation Abstract Copy Title: Test Drilling at Soldier Creek, Rosebud Indian Reservation, Todd County, South Dakota Author: Adolphson, D. G. Year: 1975 Thirty-six test holes were augered by the U.S. Geological Survey in the vicinity of Soldier Creek, Rosebud Indian Reservation, Todd County, South Dakota. Wells producing more than 5 gallons per minute (0.32 liter per second) from the Tertiary deposits are rare. However, as much as 20 feet (6.1 meters) of permeable alluvial deposits were penetrated in several test holes. One test well was pumped for 2 hours at a rate of 10 gallons per minute (0.63 liter per second) Title: Test Drilling at Soldier Creek, Rosebud Indian Reservation, Todd County, South Dakota Author: Adolphson, D. G. Year: 1975 Thirty-six test holes were augered by the U.S. Geological Survey in the vicinity of Soldier Creek, Rosebud Indian Reservation, Todd County, South Dakota. Wells producing more than 5 gallons per minute (0.32 liter per second) from the Tertiary deposits are rare. However, as much as 20 feet (6.1 meters) of permeable alluvial deposits were penetrated in several test holes. One test well was pumped for 2 hours at a rate of 10 gallons per minute (0.63 liter per second) Close

• 37. [Image] Pressure transient testing of a manmade fractured geothermal reservoir: an examination of fracture versus matrix dominated flow effects

  	The data analysis is in terms of a diffusion equation that determines the flow of water and hence the pressure in the main fracture system, associated joints, and the matrix permeability. The fits of the ...
  	Citation × Citation Citation Abstract Copy Title: Pressure transient testing of a manmade fractured geothermal reservoir: an examination of fracture versus matrix dominated flow effects Author: Fisher, H.N. Year: 1980 The data analysis is in terms of a diffusion equation that determines the flow of water and hence the pressure in the main fracture system, associated joints, and the matrix permeability. The fits of the flow data to type curve solutions of the diffusion equation with pressure-dependent properties for various flow geometries are presented. The following points are considered in detail. (1) The limits on the fracture geometry, aperture, and diffusing areas are determined from the diffusion parameters. (2) Dependence of the parameters (impedance, diffusivity) of the flow-through systems are related to the inflation of the major fractures. (3) The rock properties are related to the reservoir compressibility and permeability. In particular, laboratory experiments have shown that the properties of all sizes of cracks from large single fractures to the microstructure are pressure dependent if the fluid pressure is near the confining stress. The effects of this pressure dependence on the form of the type curves are included. (4) The competition of flow into the various types of porosity (main fractures, joints, and microstructure) and the effect on the interpretation of type curves are considered. The approach described makes an important departure from conventional pressure-transient reservoir analysis in that pressure-dependent properties are incorporated into a numerically simulated generation of type curves resulting from one- and two-dimensional diffusion. In addition, the problem of specifying a unique flow geometry where both matrix and fracture-dominated, non-Darcy flow effects are possible is analyzed using a large amount of field and laboratory data in conjunction with a theoretical treatment that reviews the existing state of the art in reservoir mechanics.; LA-8535-MS Title: Pressure transient testing of a manmade fractured geothermal reservoir: an examination of fracture versus matrix dominated flow effects Author: Fisher, H.N. Year: 1980 The data analysis is in terms of a diffusion equation that determines the flow of water and hence the pressure in the main fracture system, associated joints, and the matrix permeability. The fits of the flow data to type curve solutions of the diffusion equation with pressure-dependent properties for various flow geometries are presented. The following points are considered in detail. (1) The limits on the fracture geometry, aperture, and diffusing areas are determined from the diffusion parameters. (2) Dependence of the parameters (impedance, diffusivity) of the flow-through systems are related to the inflation of the major fractures. (3) The rock properties are related to the reservoir compressibility and permeability. In particular, laboratory experiments have shown that the properties of all sizes of cracks from large single fractures to the microstructure are pressure dependent if the fluid pressure is near the confining stress. The effects of this pressure dependence on the form of the type curves are included. (4) The competition of flow into the various types of porosity (main fractures, joints, and microstructure) and the effect on the interpretation of type curves are considered. The approach described makes an important departure from conventional pressure-transient reservoir analysis in that pressure-dependent properties are incorporated into a numerically simulated generation of type curves resulting from one- and two-dimensional diffusion. In addition, the problem of specifying a unique flow geometry where both matrix and fracture-dominated, non-Darcy flow effects are possible is analyzed using a large amount of field and laboratory data in conjunction with a theoretical treatment that reviews the existing state of the art in reservoir mechanics.; LA-8535-MS Close

• 38. [Image] Gerber Watershed - Klamath Project, Oregon-California

  	CN-12-200-36A Gerber Watershed - Klamath Project, Oregon-California. Looking northeast at Wildhorse Diversion Dam from downstream side of dam. Rocks, limbs, etc., have been piled on top of dam to impede ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon-California Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1968, 2010, 2007 CN-12-200-36A Gerber Watershed - Klamath Project, Oregon-California. Looking northeast at Wildhorse Diversion Dam from downstream side of dam. Rocks, limbs, etc., have been piled on top of dam to impede the flow of water over the structure. Water was observed running under the dam through a washed-out cavity. A level shot showed that the crest of the dam was 0.3 higher than the sill of the headgate to the Wildhorse Diversion Channel. The dam, as shown, is a concrete weir. It is in extremely poor condition. Cavities have been eroded beneath the weir -- and is being underworn on the downstream side -- by streamflow action; November 19, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon-California Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1968, 2010, 2007 CN-12-200-36A Gerber Watershed - Klamath Project, Oregon-California. Looking northeast at Wildhorse Diversion Dam from downstream side of dam. Rocks, limbs, etc., have been piled on top of dam to impede the flow of water over the structure. Water was observed running under the dam through a washed-out cavity. A level shot showed that the crest of the dam was 0.3 higher than the sill of the headgate to the Wildhorse Diversion Channel. The dam, as shown, is a concrete weir. It is in extremely poor condition. Cavities have been eroded beneath the weir -- and is being underworn on the downstream side -- by streamflow action; November 19, 1968; Bureau of Reclamation photo by T.J. Rosten Close

• 39. [Image] Vegetative ecology of a montane mire, Crater Lake National Park, Oregon

  	ill., maps (1 col.); Typescript (photocopy); Thesis (M.S.)--Oregon State University, 1980; Includes bibliographical references
  	Citation × Citation Citation Abstract Copy Title: Vegetative ecology of a montane mire, Crater Lake National Park, Oregon Author: Seyer, Susan C. Year: 1979, 2009 ill., maps (1 col.); Typescript (photocopy); Thesis (M.S.)--Oregon State University, 1980; Includes bibliographical references Title: Vegetative ecology of a montane mire, Crater Lake National Park, Oregon Author: Seyer, Susan C. Year: 1979, 2009 ill., maps (1 col.); Typescript (photocopy); Thesis (M.S.)--Oregon State University, 1980; Includes bibliographical references Close

• 40. [Image] Klamath River basin : reclamation met its water bank obligations, but information provided to water bank stakeholders could be improved

  	"March 2005." ; "GAO-05-283."
  	Citation × Citation Citation Abstract Copy Title: Klamath River basin : reclamation met its water bank obligations, but information provided to water bank stakeholders could be improved Author: United States. Government Accountability Office Year: 2005 "March 2005." ; "GAO-05-283." Title: Klamath River basin : reclamation met its water bank obligations, but information provided to water bank stakeholders could be improved Author: United States. Government Accountability Office Year: 2005 "March 2005." ; "GAO-05-283." Close