Search

Search Results

• 1. [Article] Salt Creek Watershed Assessment

  Abstract -- The Salt Creek watershed assessment is a publication of the Yamhill Basin Council (YBC) and is a reference tool for landowners, watershed residents, and council members. It contains factual ...

  Citation × Citation Citation Abstract Copy Title: Salt Creek Watershed Assessment Abstract -- The Salt Creek watershed assessment is a publication of the Yamhill Basin Council (YBC) and is a reference tool for landowners, watershed residents, and council members. It contains factual and interpretive information about the condition of the watershed, both past and present. The assessment includes the topics of a Watershed Overview, Historical Conditions, Channel Habitat Types, Vegetation, Riparian and Wetland Conditions, Channel Modifications, Sediments, Hydrology and Water Use, Water Quality, Fish Habitat and Barriers, Restoration and Enhancement Projects, and a Watershed Conditions Summary. Title: Salt Creek Watershed Assessment Abstract -- The Salt Creek watershed assessment is a publication of the Yamhill Basin Council (YBC) and is a reference tool for landowners, watershed residents, and council members. It contains factual and interpretive information about the condition of the watershed, both past and present. The assessment includes the topics of a Watershed Overview, Historical Conditions, Channel Habitat Types, Vegetation, Riparian and Wetland Conditions, Channel Modifications, Sediments, Hydrology and Water Use, Water Quality, Fish Habitat and Barriers, Restoration and Enhancement Projects, and a Watershed Conditions Summary. Close

• 2. [Article] Williams Hydrologic Assessment

  Abstract -- The Assessment is divided into two Phases. Phase 1 is a Hydrologic Assessment of the community of William to determine how human development in the Williams areas has altered the natural drainage ...

  Citation × Citation Citation Abstract Copy Title: Williams Hydrologic Assessment Abstract -- The Assessment is divided into two Phases. Phase 1 is a Hydrologic Assessment of the community of William to determine how human development in the Williams areas has altered the natural drainage pattern and contributed to frequent flooding in downtown Williams. Assessing sediment sources, loss of wet areas, water storage capacity, and the condition of streams identified potential restoration opportunities. Phase 2 will use information from Phase 1 to build a flood management and restoration plan. Title: Williams Hydrologic Assessment Abstract -- The Assessment is divided into two Phases. Phase 1 is a Hydrologic Assessment of the community of William to determine how human development in the Williams areas has altered the natural drainage pattern and contributed to frequent flooding in downtown Williams. Assessing sediment sources, loss of wet areas, water storage capacity, and the condition of streams identified potential restoration opportunities. Phase 2 will use information from Phase 1 to build a flood management and restoration plan. Close

• 3. [Article] Steelhead Habitat Surveys in Mill Creek Monitoring Project Completion Report (OWEB #205-125)

  Abstract -- This project added to the existing information about steelhead in Mill Creek in the following ways: • Oregon Department of Fish and Wildlife completed an instream habitat inventory from the ...

  Citation × Citation Citation Abstract Copy Title: Steelhead Habitat Surveys in Mill Creek Monitoring Project Completion Report (OWEB #205-125) Abstract -- This project added to the existing information about steelhead in Mill Creek in the following ways: • Oregon Department of Fish and Wildlife completed an instream habitat inventory from the mouth to the forks, up the South Fork to Mill Creek Falls, where anadromy ends, and up the North Fork for the first 7,370 meters. • Oregon Department of Fish and Wildlife conducted steelhead redd surveys in the mainstem and South Fork in 2005 and 2006, while the US Forest Service conducted redd surveys in the federally-owned upper reaches of the North Fork. • Wasco County Soil and Water Conservation District installed depth and temperature monitors on the mainstem and North Fork, while relying on the City of The Dalles to monitor flows in the South Fork. Title: Steelhead Habitat Surveys in Mill Creek Monitoring Project Completion Report (OWEB #205-125) Abstract -- This project added to the existing information about steelhead in Mill Creek in the following ways: • Oregon Department of Fish and Wildlife completed an instream habitat inventory from the mouth to the forks, up the South Fork to Mill Creek Falls, where anadromy ends, and up the North Fork for the first 7,370 meters. • Oregon Department of Fish and Wildlife conducted steelhead redd surveys in the mainstem and South Fork in 2005 and 2006, while the US Forest Service conducted redd surveys in the federally-owned upper reaches of the North Fork. • Wasco County Soil and Water Conservation District installed depth and temperature monitors on the mainstem and North Fork, while relying on the City of The Dalles to monitor flows in the South Fork. Close

• 4. [Article] Indian Creek Aquatic Restoration (OWEB #205-144)

  Abstract -- Like many streams in this area, these creeks have experienced considerable habitat degradation due to past land management practices that removed large wood from the channels. Without the large ...

  Citation × Citation Citation Abstract Copy Title: Indian Creek Aquatic Restoration (OWEB #205-144) Abstract -- Like many streams in this area, these creeks have experienced considerable habitat degradation due to past land management practices that removed large wood from the channels. Without the large wood, spawning gravels have washed away leaving a mostly bedrock substrate. The down-cut stream is no longer connected to its former floodplain and fish have little refuge during high flows. Additionally, aquatic insect life, the basic food source for young salmonids, is limited without the diverse habitats formed by complexes of wood and gravel. Goals associated with this restoration proposal include: • Address limitation to anadromous fish production in Indian Creek tributaries o Enhance spawning, rearing, and overwintering habitat for anadromous and resident fish species o Restore storage capacity (water, substrates, and detritus) of the selected streams to levels more closely expected with unaltered systems in the Coast Range. • Establish a connection between past small scale restoration efforts • Maintain a network of organizations, stakeholders, and individuals who will participate in watershed restoration efforts. Widened channel floodplain from newly derived gravel, side channel formation / channel alteration (with more sinuosity), and additional scour pools were observed throughout the structure sites we monitored since the project implementation from high water events. Especially, the amount of gravel that was delivered to the project reaches and the degree to which they were sorted in large concentration directly adjacent to the helicopter structures was far more prominent than what we have observed in previous years from other helicopter projects. Title: Indian Creek Aquatic Restoration (OWEB #205-144) Abstract -- Like many streams in this area, these creeks have experienced considerable habitat degradation due to past land management practices that removed large wood from the channels. Without the large wood, spawning gravels have washed away leaving a mostly bedrock substrate. The down-cut stream is no longer connected to its former floodplain and fish have little refuge during high flows. Additionally, aquatic insect life, the basic food source for young salmonids, is limited without the diverse habitats formed by complexes of wood and gravel. Goals associated with this restoration proposal include: • Address limitation to anadromous fish production in Indian Creek tributaries o Enhance spawning, rearing, and overwintering habitat for anadromous and resident fish species o Restore storage capacity (water, substrates, and detritus) of the selected streams to levels more closely expected with unaltered systems in the Coast Range. • Establish a connection between past small scale restoration efforts • Maintain a network of organizations, stakeholders, and individuals who will participate in watershed restoration efforts. Widened channel floodplain from newly derived gravel, side channel formation / channel alteration (with more sinuosity), and additional scour pools were observed throughout the structure sites we monitored since the project implementation from high water events. Especially, the amount of gravel that was delivered to the project reaches and the degree to which they were sorted in large concentration directly adjacent to the helicopter structures was far more prominent than what we have observed in previous years from other helicopter projects. Close

• 5. [Article] AI - Oregon Coast Coho Assessment: Habitat

  Abstract -- In November 2003, the State of Oregon began a comprehensive review of coho and their habitat in NOAA Fisheries’ Oregon Coastal coho Evolutionary Significant Unit (ESU). The purpose of the review ...

  Citation × Citation Citation Abstract Copy Title: AI - Oregon Coast Coho Assessment: Habitat Abstract -- In November 2003, the State of Oregon began a comprehensive review of coho and their habitat in NOAA Fisheries’ Oregon Coastal coho Evolutionary Significant Unit (ESU). The purpose of the review is threefold: 1) provide an analysis of the current status and trend in coho populations, their habitat, and related threats; 2) provide NOAA Fisheries with information it requires to determine whether formalized conservation efforts within the ESU justify not listing coho under the Endangered Species Act as outlined in their Policy for Evaluation of Conservation Efforts; and 3) provide information to state agencies, watershed councils, and others participating in the Oregon Plan for and Watersheds (OPSW) so they may assess the success of their OPSW programs and modify them where necessary to better achieve their objectives (i.e. adaptive management). This report describes the current status and trend of instream physical habitat for coho in the ESU as well as summarizes and evaluates instream habitat restoration activities conducted from 1997-2003. Persistence of coho salmon populations in coastal drainages during periods of poor ocean conditions is dependent on the distribution and carrying capacity of freshwater habitat. Coho salmon are sensitive to the quality of habitat during each life stage and seasonal effects on survival are propagated through subsequent life stages (Nickelson et al. 1992). In this chapter, we use measures of habitat quality and quantity to determine overall carrying capacity of freshwater habitat at two juvenile coho life stages: 1) fry through summer parr; and 2) over-winter parr to smolt. From this information we identify life stages at which habitat may limit the coho smolt production capacity for the coho salmon populations considered independent by NOAA Fisheries Technical Recovery Team. Title: AI - Oregon Coast Coho Assessment: Habitat Abstract -- In November 2003, the State of Oregon began a comprehensive review of coho and their habitat in NOAA Fisheries’ Oregon Coastal coho Evolutionary Significant Unit (ESU). The purpose of the review is threefold: 1) provide an analysis of the current status and trend in coho populations, their habitat, and related threats; 2) provide NOAA Fisheries with information it requires to determine whether formalized conservation efforts within the ESU justify not listing coho under the Endangered Species Act as outlined in their Policy for Evaluation of Conservation Efforts; and 3) provide information to state agencies, watershed councils, and others participating in the Oregon Plan for and Watersheds (OPSW) so they may assess the success of their OPSW programs and modify them where necessary to better achieve their objectives (i.e. adaptive management). This report describes the current status and trend of instream physical habitat for coho in the ESU as well as summarizes and evaluates instream habitat restoration activities conducted from 1997-2003. Persistence of coho salmon populations in coastal drainages during periods of poor ocean conditions is dependent on the distribution and carrying capacity of freshwater habitat. Coho salmon are sensitive to the quality of habitat during each life stage and seasonal effects on survival are propagated through subsequent life stages (Nickelson et al. 1992). In this chapter, we use measures of habitat quality and quantity to determine overall carrying capacity of freshwater habitat at two juvenile coho life stages: 1) fry through summer parr; and 2) over-winter parr to smolt. From this information we identify life stages at which habitat may limit the coho smolt production capacity for the coho salmon populations considered independent by NOAA Fisheries Technical Recovery Team. Close

• 6. [Image] Crater Lake market assessment

  	ill., maps; "Final report"--Cover; "January 1992."
  	Citation × Citation Citation Abstract Copy Title: Crater Lake market assessment Author: University of Oregon; Department of Planning, Public Policy, and Management; Community Planning Workshop Year: 1922, 2010 ill., maps; "Final report"--Cover; "January 1992." Title: Crater Lake market assessment Author: University of Oregon; Department of Planning, Public Policy, and Management; Community Planning Workshop Year: 1922, 2010 ill., maps; "Final report"--Cover; "January 1992." Close

• 7. [Image] Crater Lake National Park, Oregon: draft visitor services plan, environmental impact statement

  	"November 1997."; Includes bibliographical references (155-163) and index
  	Citation × Citation Citation Abstract Copy Title: Crater Lake National Park, Oregon: draft visitor services plan, environmental impact statement Author: United States. National Park Service Year: 1997, 2008 "November 1997."; Includes bibliographical references (155-163) and index Title: Crater Lake National Park, Oregon: draft visitor services plan, environmental impact statement Author: United States. National Park Service Year: 1997, 2008 "November 1997."; Includes bibliographical references (155-163) and index Close

• 8. [Image] Environmental assessment draft visitor use and general development plans, parts III & IV of the general management plan, Crater Lake National Park

  	ill., maps; Includes bibliographical references (p. 183-185)
  	Citation × Citation Citation Abstract Copy Title: Environmental assessment draft visitor use and general development plans, parts III & IV of the general management plan, Crater Lake National Park Author: United States. National Park Service. Denver Service Center Year: 1977, 2010 ill., maps; Includes bibliographical references (p. 183-185) Title: Environmental assessment draft visitor use and general development plans, parts III & IV of the general management plan, Crater Lake National Park Author: United States. National Park Service. Denver Service Center Year: 1977, 2010 ill., maps; Includes bibliographical references (p. 183-185) Close

• 9. [Image] Crater Lake National Park, Oregon: general management plan

  	ill., maps; Includes bibliographical references
  	Citation × Citation Citation Abstract Copy Title: Crater Lake National Park, Oregon: general management plan Author: United States. National Park Service Year: 1977, 2009, 2010 ill., maps; Includes bibliographical references Title: Crater Lake National Park, Oregon: general management plan Author: United States. National Park Service Year: 1977, 2009, 2010 ill., maps; Includes bibliographical references Close

• 10. [Image] Annual project history: Klamath Project, Oregon-California, 1957

  	INTRODUCTION AND GENERAL General Description of the Project Location. The Klamath Project is in the Upper Klamath River Basin, east of the Cascade Range. It is located in Klamath County, Oregon, and ...
  	Citation × Citation Citation Abstract Copy Title: Annual project history: Klamath Project, Oregon-California, 1957 Author: United States. Bureau of Reclamation Year: 1957, 2008, 2006 INTRODUCTION AND GENERAL General Description of the Project Location. The Klamath Project is in the Upper Klamath River Basin, east of the Cascade Range. It is located in Klamath County, Oregon, and in Modoc and Siskiyou Counties of California. Project headquarters is located at the principal city of Klamath Falls, Oregon, which has a population of about 35>700, including suburbs. Smaller towns on the project in Oregon are Merrill, Malin, and Bonanza. The town of Tulelake, California, was established in 1931 near the center of the Tule Lake Division. Climate. The mean temperature for the wannest month is 630 F. The coldest month has mean temperature of 29? F. Summer nights are cool. The annual rainfall is about 13 inches, of which about 3?-inches fall during the growing season of 90 to 130 days. Topography, soils, and crops. The project area is about ^-,100 feet elevation above sea level. The surface topography is generally smooth and flat for the large areas of lake bottom, and gently sloping on the higher lands. Peat and muck soils are common in the recent lake bottoms. Soils vary from sandy loam to clay on other parts of the project. The principal crops grown are alfalfa, malting and feed barley, potatoes, clover seed, and irrigated pasture and other forage. Stock raising is an important enterprise. Industry and transportation. Farming and lumbering each provide the major portion of the economy of the Basin. Three major railroad lines, one major highway and many secondary highways, and two airlines serve the project area. Plan and purpose. The project serves 211,000 acres. The water supply is provided by two main water courses, Klamath River and Lost River and their tributaries. Besides storing, diverting, and distributing water for irrigation, project facilities have reclaimed by drainage large areas formerly inundated by Lower Klamath and Tule Lakes* Flood waters of Lost River, which terminates in Tule Lake, are diverted to the Klamath River through the Lost River Diversion Channel. This channel is also used to carry irrigation water in the opposite direction in the summertime. Another principal function of the project is water-level control for the Tule Lake and Lower Klamath Lake National Wildlife Refuges. Upper Klamath Lake on the Klamath River is the principal storage reservoir, having an active capacity of 52U,800 acre-feet. It is controlled by Link River Dam constructed, maintained, and operated INTRODUCTION AND GENERAL (Continued) General Description of the Project (Cont.) by The California Oregon Power Company under an agreement with the project whereby irrigation requirements and rights are protected. The Main, Lower Klamath, and Tule Lake Divisions are served from this source, Gerber Reservoir on Miller Creek and Clear Lake Reservoir on Lost River provide flood control for the Tule Lake Division and an irrigation supply for the Langell Valley Division. Their active storage capacities are 9*^300 acre-feet and 513*300 acre-feet, respectively. Federally-financed project works also include the diversion, distribution, and drainage systems for the Main and Tule Lake Divisions; the diversion dam and main canals for the Langell Valley Division; and drainage outlets for the Lower Klamath and Tule Lake Divisions. Title: Annual project history: Klamath Project, Oregon-California, 1957 Author: United States. Bureau of Reclamation Year: 1957, 2008, 2006 INTRODUCTION AND GENERAL General Description of the Project Location. The Klamath Project is in the Upper Klamath River Basin, east of the Cascade Range. It is located in Klamath County, Oregon, and in Modoc and Siskiyou Counties of California. Project headquarters is located at the principal city of Klamath Falls, Oregon, which has a population of about 35>700, including suburbs. Smaller towns on the project in Oregon are Merrill, Malin, and Bonanza. The town of Tulelake, California, was established in 1931 near the center of the Tule Lake Division. Climate. The mean temperature for the wannest month is 630 F. The coldest month has mean temperature of 29? F. Summer nights are cool. The annual rainfall is about 13 inches, of which about 3?-inches fall during the growing season of 90 to 130 days. Topography, soils, and crops. The project area is about ^-,100 feet elevation above sea level. The surface topography is generally smooth and flat for the large areas of lake bottom, and gently sloping on the higher lands. Peat and muck soils are common in the recent lake bottoms. Soils vary from sandy loam to clay on other parts of the project. The principal crops grown are alfalfa, malting and feed barley, potatoes, clover seed, and irrigated pasture and other forage. Stock raising is an important enterprise. Industry and transportation. Farming and lumbering each provide the major portion of the economy of the Basin. Three major railroad lines, one major highway and many secondary highways, and two airlines serve the project area. Plan and purpose. The project serves 211,000 acres. The water supply is provided by two main water courses, Klamath River and Lost River and their tributaries. Besides storing, diverting, and distributing water for irrigation, project facilities have reclaimed by drainage large areas formerly inundated by Lower Klamath and Tule Lakes* Flood waters of Lost River, which terminates in Tule Lake, are diverted to the Klamath River through the Lost River Diversion Channel. This channel is also used to carry irrigation water in the opposite direction in the summertime. Another principal function of the project is water-level control for the Tule Lake and Lower Klamath Lake National Wildlife Refuges. Upper Klamath Lake on the Klamath River is the principal storage reservoir, having an active capacity of 52U,800 acre-feet. It is controlled by Link River Dam constructed, maintained, and operated INTRODUCTION AND GENERAL (Continued) General Description of the Project (Cont.) by The California Oregon Power Company under an agreement with the project whereby irrigation requirements and rights are protected. The Main, Lower Klamath, and Tule Lake Divisions are served from this source, Gerber Reservoir on Miller Creek and Clear Lake Reservoir on Lost River provide flood control for the Tule Lake Division and an irrigation supply for the Langell Valley Division. Their active storage capacities are 9*^300 acre-feet and 513*300 acre-feet, respectively. Federally-financed project works also include the diversion, distribution, and drainage systems for the Main and Tule Lake Divisions; the diversion dam and main canals for the Langell Valley Division; and drainage outlets for the Lower Klamath and Tule Lake Divisions. Close

• 11. [Image] Annual project history: Klamath Project, Oregon-California, 1958

  	INTRODUCTION AND GENERAL Genex*al Description of the Project Location. The Klamath Project is in the Upper Klamath River Basin, east of the Cascade Range. It is located in Klamath Comity, Oregon, ...
  	Citation × Citation Citation Abstract Copy Title: Annual project history: Klamath Project, Oregon-California, 1958 Author: United States. Bureau of Reclamation Year: 1958, 2008, 2006 INTRODUCTION AND GENERAL Genex*al Description of the Project Location. The Klamath Project is in the Upper Klamath River Basin, east of the Cascade Range. It is located in Klamath Comity, Oregon, and in Modoc and Siskiyou Counties of California. Project headquarters is located at the principal city of Klamath Falls, Oregon, which has a population of about 3&>^00, including suburbs. Smaller towns on the project in Oregon are Merrill, Malin, and Bonanza. The town of Tulelake, California, was established in 1931 near the center of the Tule Lake Division. Climate ? The mean temperature for the warmest month is 630 F. The coldest month has raez.n temperature of 29? F. Summer nights are cool. The annual rainfall is about 13 inches, of which about 3^ inches fall during the growing season of 90 to 130 days. Topography, soils, and crops. The project area is about U,100 feet elevation above sea level. The surface topography is generally smooth and flat for the large areas of lake bottom, and gently sloping on the higher lands? Peat and muck soils are common in the recent lake bottoms. Soils vary from sandy loam to clay on other parts of the project. The principal crops grown are alfalfa, malting and feed barley, potatoes, clover seed, and irrigated pasture and other forage. Stock raising is an important enterprise. Industry and transportation. Farming and lumbering each provide the major portion of the economy of the Basin. Three major railroad lines, one major highway and many secondary highways, and two airlines serve the project area. Plan and purpose. In 1958 the project provided irrigation service to 21^,500 acres. The water supply is provided by two main water courses, Klamath River and Lost River and their tributaries. Besides storing, diverting, and distributing water for irrigation, project facilities have reclaimed by drainage large areas formerly inundated by Lower Klamath and Tule Lakes. Flood waters of Lost River, which terminates In Tule Lake, are diverted to the Klamath River through the Lost River Diversion Channel. This channel is also used to carry irrigation water in the opposite direction in the summertime. Another principal function of the project is water-level control for the Tule Lake and Lower Klamath Lake National Wildlife Refuges. DTERODUCTIOH AND GBNKRAL (Continued) General Description of the Project (Cont.) Upper Klamath Lake on the Klamath River is the principal storage reservoir, having an active capacity of 52^,800 acre-feet. It is controlled by Link River Dam constructed, maintained, and operated by The California Oregon Power Company under an agreement with the project whereby irrigation requirements and rights are protected. The Main, Lower Klamath, and Tule Lake Divisions are served from this source. Gerber Reservoir on Miller Creel; and Clear Lake Reservoir on Lost River provide flood control for the Tule Lake Division and an irrigation supply for the Langell Valley Division. Their active storage capacities are 9*b3OO acre-feet and 513*300 acre-feet, respectively. Federally-financed project works also include the diversion, distribution, and drainage systems for the Main and Tule Lake Divisions; the diversion darn and main canals for the Langell Valley Division; and drainage outlets for the Lower Klamath and Tule Lake Divisions? Title: Annual project history: Klamath Project, Oregon-California, 1958 Author: United States. Bureau of Reclamation Year: 1958, 2008, 2006 INTRODUCTION AND GENERAL Genex*al Description of the Project Location. The Klamath Project is in the Upper Klamath River Basin, east of the Cascade Range. It is located in Klamath Comity, Oregon, and in Modoc and Siskiyou Counties of California. Project headquarters is located at the principal city of Klamath Falls, Oregon, which has a population of about 3&>^00, including suburbs. Smaller towns on the project in Oregon are Merrill, Malin, and Bonanza. The town of Tulelake, California, was established in 1931 near the center of the Tule Lake Division. Climate ? The mean temperature for the warmest month is 630 F. The coldest month has raez.n temperature of 29? F. Summer nights are cool. The annual rainfall is about 13 inches, of which about 3^ inches fall during the growing season of 90 to 130 days. Topography, soils, and crops. The project area is about U,100 feet elevation above sea level. The surface topography is generally smooth and flat for the large areas of lake bottom, and gently sloping on the higher lands? Peat and muck soils are common in the recent lake bottoms. Soils vary from sandy loam to clay on other parts of the project. The principal crops grown are alfalfa, malting and feed barley, potatoes, clover seed, and irrigated pasture and other forage. Stock raising is an important enterprise. Industry and transportation. Farming and lumbering each provide the major portion of the economy of the Basin. Three major railroad lines, one major highway and many secondary highways, and two airlines serve the project area. Plan and purpose. In 1958 the project provided irrigation service to 21^,500 acres. The water supply is provided by two main water courses, Klamath River and Lost River and their tributaries. Besides storing, diverting, and distributing water for irrigation, project facilities have reclaimed by drainage large areas formerly inundated by Lower Klamath and Tule Lakes. Flood waters of Lost River, which terminates In Tule Lake, are diverted to the Klamath River through the Lost River Diversion Channel. This channel is also used to carry irrigation water in the opposite direction in the summertime. Another principal function of the project is water-level control for the Tule Lake and Lower Klamath Lake National Wildlife Refuges. DTERODUCTIOH AND GBNKRAL (Continued) General Description of the Project (Cont.) Upper Klamath Lake on the Klamath River is the principal storage reservoir, having an active capacity of 52^,800 acre-feet. It is controlled by Link River Dam constructed, maintained, and operated by The California Oregon Power Company under an agreement with the project whereby irrigation requirements and rights are protected. The Main, Lower Klamath, and Tule Lake Divisions are served from this source. Gerber Reservoir on Miller Creel; and Clear Lake Reservoir on Lost River provide flood control for the Tule Lake Division and an irrigation supply for the Langell Valley Division. Their active storage capacities are 9*b3OO acre-feet and 513*300 acre-feet, respectively. Federally-financed project works also include the diversion, distribution, and drainage systems for the Main and Tule Lake Divisions; the diversion darn and main canals for the Langell Valley Division; and drainage outlets for the Lower Klamath and Tule Lake Divisions? Close

• 12. [Image] Open File Data on the Cerro Prieto Geothermal Field

  	The Lawrence Berkeley Laboratory (LBL) under the auspices of the U. S. Energy Research and Development Administration (ERDA) has embarked on a cooperative project with the Comisi6n Federal de Electricidad ...
  	Citation × Citation Citation Abstract Copy Title: Open File Data on the Cerro Prieto Geothermal Field Author: Lippmann, M.J. Year: 1977 The Lawrence Berkeley Laboratory (LBL) under the auspices of the U. S. Energy Research and Development Administration (ERDA) has embarked on a cooperative project with the Comisi6n Federal de Electricidad of Mexico (CFE) in a detailed study of the producing geothermal reservoir at Cerro Prieto, Baja California (Figure 1). Presently, 75 megawatts of electrical power are produced at Cerro Prieto; CFE plans to expand the capacity several fold over the next decade. The cooperative project incorporates studies of the geologic, hydrogeologic, geochemical and geophysical settings of the Cerro Prieto Field, as well as its reservoir engineering and subsidence characteristics Title: Open File Data on the Cerro Prieto Geothermal Field Author: Lippmann, M.J. Year: 1977 The Lawrence Berkeley Laboratory (LBL) under the auspices of the U. S. Energy Research and Development Administration (ERDA) has embarked on a cooperative project with the Comisi6n Federal de Electricidad of Mexico (CFE) in a detailed study of the producing geothermal reservoir at Cerro Prieto, Baja California (Figure 1). Presently, 75 megawatts of electrical power are produced at Cerro Prieto; CFE plans to expand the capacity several fold over the next decade. The cooperative project incorporates studies of the geologic, hydrogeologic, geochemical and geophysical settings of the Cerro Prieto Field, as well as its reservoir engineering and subsidence characteristics Close

• 13. [Image] USDA's 2002 Ethanol Cost-of-Production Survey

  	In 2003, the U.S. Department of Agriculture surveyed 21 dry-mill ethanol plants to estimate their 2002 production costs, including both variable (feed stock and plant operation) and capital expenses. These ...
  	Citation × Citation Citation Abstract Copy Title: USDA's 2002 Ethanol Cost-of-Production Survey Author: Shapouri, H. Year: 2005 In 2003, the U.S. Department of Agriculture surveyed 21 dry-mill ethanol plants to estimate their 2002 production costs, including both variable (feed stock and plant operation) and capital expenses. These plants produced about 550 million gallons of ethanol in 2002. Net feedstock costs for the surveyed plants ranged from 39 to 68 cents per gallon in 2002. For cash operating expenses, the average energy expenditure was 17.29 cents per gallon. Labor costs ranged from 3 lo 11 cents per gallon, maintenance costs from 1 lo 7 cents, and administrative costs from 1 to 18 cents. For capital expenditures, new plant construction costs from $1.05 to $3.00 per gallon of ethanol. Average investment to expand existing ethanol production capacity was 50 cents per gallon; hence, expansion tends to cost less than new capacity. Comparison with a 1998 survey of ethanol producers showed that total operating costs in 2002 had changed very little from 1998. It also showed that the average cost of building new plants had dropped, possibly due to designs that emphasize economies of scale Title: USDA's 2002 Ethanol Cost-of-Production Survey Author: Shapouri, H. Year: 2005 In 2003, the U.S. Department of Agriculture surveyed 21 dry-mill ethanol plants to estimate their 2002 production costs, including both variable (feed stock and plant operation) and capital expenses. These plants produced about 550 million gallons of ethanol in 2002. Net feedstock costs for the surveyed plants ranged from 39 to 68 cents per gallon in 2002. For cash operating expenses, the average energy expenditure was 17.29 cents per gallon. Labor costs ranged from 3 lo 11 cents per gallon, maintenance costs from 1 lo 7 cents, and administrative costs from 1 to 18 cents. For capital expenditures, new plant construction costs from $1.05 to $3.00 per gallon of ethanol. Average investment to expand existing ethanol production capacity was 50 cents per gallon; hence, expansion tends to cost less than new capacity. Comparison with a 1998 survey of ethanol producers showed that total operating costs in 2002 had changed very little from 1998. It also showed that the average cost of building new plants had dropped, possibly due to designs that emphasize economies of scale Close

• 14. [Image] A Guide to Geothermal Energy and the Environment

  	Geothermal energy, defined as heat from the Earth, is a statute-recognized renewable resource. The first U.S. geothermal power plant, opened at The Geysers in California in 1960, continues to operate successfully. ...
  	Citation × Citation Citation Abstract Copy Title: A Guide to Geothermal Energy and the Environment Author: Kagel, A. Year: 2005 Geothermal energy, defined as heat from the Earth, is a statute-recognized renewable resource. The first U.S. geothermal power plant, opened at The Geysers in California in 1960, continues to operate successfully. The United States, as the world's largest producer of geothermal electricity, generates an average of 15 billion kilowatt hours of power per year, comparable to burning close to 25 million barrels of oil or 6 million short tons of coal per year Title: A Guide to Geothermal Energy and the Environment Author: Kagel, A. Year: 2005 Geothermal energy, defined as heat from the Earth, is a statute-recognized renewable resource. The first U.S. geothermal power plant, opened at The Geysers in California in 1960, continues to operate successfully. The United States, as the world's largest producer of geothermal electricity, generates an average of 15 billion kilowatt hours of power per year, comparable to burning close to 25 million barrels of oil or 6 million short tons of coal per year Close

• 15. [Image] New Geothermal Site Identification and Qualification. Consultant Report

  	This study identifies remaining undeveloped geothermal resources in California and western Nevada, and it estimates the Development costs of each. It has relied on public-domain information and such additional ...
  	Citation × Citation Citation Abstract Copy Title: New Geothermal Site Identification and Qualification. Consultant Report Author: Klein, C.W. Year: 2004 This study identifies remaining undeveloped geothermal resources in California and western Nevada, and it estimates the Development costs of each. It has relied on public-domain information and such additional data as geothermal developers have chosen to make available. Reserve estimation has been performed by volumetric analysis with a probabilistic approach to uncertain input parameters. Incremental geothermal reserves in the California/Nevada study area have a minimum value of 2,800 gross MW and a most-likely value of 4,300 gross MW. For the state of California alone, these values are 2,000 and 3,000 gross MW, respectively. These estimates may be conservative to the extent that they do not take into account resources about which little or no public-domain information is available. The average capital cost of incremental generation capacity is estimated to average $3,100/kW for the California/Nevada study area, and $2,950/kW for the state of California alone. These cost estimates include exploration, confirmation Drilling, Development Drilling, plant construction, and transmission-line costs. For the purposes of this study, a capital cost of $2,400/kW is considered competitive with other renewable resources. The amount of incremental geothermal capacity available at or below $2,400/kW is about 1,700 gross MW for the California/Nevada study area, and the same amount (within 50-MW rounding) for the state of California alone. The capital cost estimates are only approximate, because each developer would bring its own experience, bias, and opportunities to the Development process. Nonetheless, the overall costs per project estimated in this study are believed to be reasonable Title: New Geothermal Site Identification and Qualification. Consultant Report Author: Klein, C.W. Year: 2004 This study identifies remaining undeveloped geothermal resources in California and western Nevada, and it estimates the Development costs of each. It has relied on public-domain information and such additional data as geothermal developers have chosen to make available. Reserve estimation has been performed by volumetric analysis with a probabilistic approach to uncertain input parameters. Incremental geothermal reserves in the California/Nevada study area have a minimum value of 2,800 gross MW and a most-likely value of 4,300 gross MW. For the state of California alone, these values are 2,000 and 3,000 gross MW, respectively. These estimates may be conservative to the extent that they do not take into account resources about which little or no public-domain information is available. The average capital cost of incremental generation capacity is estimated to average $3,100/kW for the California/Nevada study area, and $2,950/kW for the state of California alone. These cost estimates include exploration, confirmation Drilling, Development Drilling, plant construction, and transmission-line costs. For the purposes of this study, a capital cost of $2,400/kW is considered competitive with other renewable resources. The amount of incremental geothermal capacity available at or below $2,400/kW is about 1,700 gross MW for the California/Nevada study area, and the same amount (within 50-MW rounding) for the state of California alone. The capital cost estimates are only approximate, because each developer would bring its own experience, bias, and opportunities to the Development process. Nonetheless, the overall costs per project estimated in this study are believed to be reasonable Close

• 16. [Image] Klamath District and Klamath Project annual history, 1947

  	Ill., maps (some color), photographs; Includes organization of Klamath District with official correspondence and description of the Klamath project, an organization chart, fiscal year financials, photographs, ...
  	Citation × Citation Citation Abstract Copy Title: Klamath District and Klamath Project annual history, 1947 Author: United States. Bureau of Reclamation Year: 1947, 2008, 2004 Ill., maps (some color), photographs; Includes organization of Klamath District with official correspondence and description of the Klamath project, an organization chart, fiscal year financials, photographs, maps, charts and tables of crop and livestock yields and water storage and distribution, etc.; Includes index; Title covers: calendar years for 1946-1948; Description is based on: Klamath District and Klamath Project Annual History for 1946; Dates of the beginning year(s) of publication are derived from the 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: Klamath District and Klamath Project annual history, 1947 Author: United States. Bureau of Reclamation Year: 1947, 2008, 2004 Ill., maps (some color), photographs; Includes organization of Klamath District with official correspondence and description of the Klamath project, an organization chart, fiscal year financials, photographs, maps, charts and tables of crop and livestock yields and water storage and distribution, etc.; Includes index; Title covers: calendar years for 1946-1948; Description is based on: Klamath District and Klamath Project Annual History for 1946; Dates of the beginning year(s) of publication are derived from the 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

• 17. [Image] Klamath District and Klamath Project annual history, 1948

  	Ill., maps (some color), photographs; Includes organization of Klamath District with official correspondence and description of the Klamath project, an organization chart, fiscal year financials, photographs, ...
  	Citation × Citation Citation Abstract Copy Title: Klamath District and Klamath Project annual history, 1948 Author: United States. Bureau of Reclamation Year: 1948, 2008, 2006 Ill., maps (some color), photographs; Includes organization of Klamath District with official correspondence and description of the Klamath project, an organization chart, fiscal year financials, photographs, maps, charts and tables of crop and livestock yields and water storage and distribution, etc.; Includes index; Title covers: calendar years for 1946-1948; Description is based on: Klamath District and Klamath Project Annual History for 1946; Dates of the beginning year(s) of publication are derived from the 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: Klamath District and Klamath Project annual history, 1948 Author: United States. Bureau of Reclamation Year: 1948, 2008, 2006 Ill., maps (some color), photographs; Includes organization of Klamath District with official correspondence and description of the Klamath project, an organization chart, fiscal year financials, photographs, maps, charts and tables of crop and livestock yields and water storage and distribution, etc.; Includes index; Title covers: calendar years for 1946-1948; Description is based on: Klamath District and Klamath Project Annual History for 1946; Dates of the beginning year(s) of publication are derived from the 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

• 18. [Image] Klamath Project annual history, 1949

  	Ill., maps (some color), photographs; Includes fiscal year financials, photographs, maps, crop and livestock yields, irrigation and drainage and irrigation pumping plant operations, WPA camp maintenance, ...
  	Citation × Citation Citation Abstract Copy Title: Klamath Project annual history, 1949 Author: United States. Bureau of Reclamation Year: 1949, 2008 Ill., maps (some color), photographs; Includes fiscal year financials, photographs, maps, crop and livestock yields, irrigation and drainage and irrigation pumping plant operations, WPA camp maintenance, etc.; Title covers: calendar years for 1949 - 1952; Description is based on: Klamath Project annual history for 1949; 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: Klamath Project annual history, 1949 Author: United States. Bureau of Reclamation Year: 1949, 2008 Ill., maps (some color), photographs; Includes fiscal year financials, photographs, maps, crop and livestock yields, irrigation and drainage and irrigation pumping plant operations, WPA camp maintenance, etc.; Title covers: calendar years for 1949 - 1952; Description is based on: Klamath Project annual history for 1949; 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

• 19. [Image] Transient well testing in two-phase geothermal reservoirs

  	A study of well test analysis techniques in two-phase geothermal reservoirs has been conducted using a three-dimensional, two-phase, wellbore and reservoir simulation model. Well tests from Cerro Prieto ...
  	Citation × Citation Citation Abstract Copy Title: Transient well testing in two-phase geothermal reservoirs Author: Aydelotte, S.R. Year: 1980 A study of well test analysis techniques in two-phase geothermal reservoirs has been conducted using a three-dimensional, two-phase, wellbore and reservoir simulation model. Well tests from Cerro Prieto and the Hawaiian Geothermal project have been history matched. Using these well tests as a base, the influence of reservoir permeability, porosity, thickness, and heat capacity, along with flow rate and fracturing were studied. Single and two-phase transient well test equations were used to analyze these tests with poor results due to rapidly changing fluid properties and inability to calculate the flowing steam saturation in the reservoir. The injection of cold water into the reservoir does give good data from which formation properties can be calculated. Title: Transient well testing in two-phase geothermal reservoirs Author: Aydelotte, S.R. Year: 1980 A study of well test analysis techniques in two-phase geothermal reservoirs has been conducted using a three-dimensional, two-phase, wellbore and reservoir simulation model. Well tests from Cerro Prieto and the Hawaiian Geothermal project have been history matched. Using these well tests as a base, the influence of reservoir permeability, porosity, thickness, and heat capacity, along with flow rate and fracturing were studied. Single and two-phase transient well test equations were used to analyze these tests with poor results due to rapidly changing fluid properties and inability to calculate the flowing steam saturation in the reservoir. The injection of cold water into the reservoir does give good data from which formation properties can be calculated. Close

• 20. [Image] Subsurface investigations at the Roosevelt KGRA, Utah. Final report

  	An investigation of the geothermal reservoir in the Roosevelt Hot Springs Known Geothermal Resource Area in Utah was carried out. The objective of this effort was to develop predictions for well production ...
  	Citation × Citation Citation Abstract Copy Title: Subsurface investigations at the Roosevelt KGRA, Utah. Final report Author: Butz, J. Year: 1979 An investigation of the geothermal reservoir in the Roosevelt Hot Springs Known Geothermal Resource Area in Utah was carried out. The objective of this effort was to develop predictions for well production capacities, based on data taken during field tests and through use of a computer model. In turn, the production information could then be used in design optimization and economic analyses for development of the resource under study. Flow tests of a geothermal well, Utah State 14-2, were conducted. Data consisting of pressure and temperature logs as a function of depth were obtained. Maximum recorded temperature was 503/sup 0/F (262/sup 0/C) and maximum pressure, 954 psia (6.58MPa) as measured under flow conditions. Tests were run at rates up to 580,000 lb/hr (73.3 kg/sec) total flow. The information gathered during the testing was reduced and compared to results of a predictive computer model. Reservoir conditions in the Roosevelt Hot Springs KGRA are such that two-phase flow exists in the wellbore and, in some cases, also in the reservoir itself. The computer model employed in the analysis reflects current efforts to improve the state-of-the-art in the prediction of two-phase pressure drops in vertical systems. Predictions at flowrates of up to 300,000 lb/hr (38 kg/sec) matched quite well with test data, while modeling at higher flowrates (to maximum tested) showed progressively greater deviation from test data. Cause of the observed degradation is postulated to be the movement of the flash horizon into the reservoir, due to drawdown at high flowrates; DOE/ET/28389-1 Title: Subsurface investigations at the Roosevelt KGRA, Utah. Final report Author: Butz, J. Year: 1979 An investigation of the geothermal reservoir in the Roosevelt Hot Springs Known Geothermal Resource Area in Utah was carried out. The objective of this effort was to develop predictions for well production capacities, based on data taken during field tests and through use of a computer model. In turn, the production information could then be used in design optimization and economic analyses for development of the resource under study. Flow tests of a geothermal well, Utah State 14-2, were conducted. Data consisting of pressure and temperature logs as a function of depth were obtained. Maximum recorded temperature was 503/sup 0/F (262/sup 0/C) and maximum pressure, 954 psia (6.58MPa) as measured under flow conditions. Tests were run at rates up to 580,000 lb/hr (73.3 kg/sec) total flow. The information gathered during the testing was reduced and compared to results of a predictive computer model. Reservoir conditions in the Roosevelt Hot Springs KGRA are such that two-phase flow exists in the wellbore and, in some cases, also in the reservoir itself. The computer model employed in the analysis reflects current efforts to improve the state-of-the-art in the prediction of two-phase pressure drops in vertical systems. Predictions at flowrates of up to 300,000 lb/hr (38 kg/sec) matched quite well with test data, while modeling at higher flowrates (to maximum tested) showed progressively greater deviation from test data. Cause of the observed degradation is postulated to be the movement of the flash horizon into the reservoir, due to drawdown at high flowrates; DOE/ET/28389-1 Close