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• 1. [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

• 2. [Image] Downhole Heat Exchanger for Shallow Geothermal Systems: Performance, Economics and Applicability

  	Heat exchangers located within the wellbore of shallow geothermal resources are presently being used at several locations in the U.S. These heat exchangers are referred to as downhole heat exchangers. ...
  	Citation × Citation Citation Abstract Copy Title: Downhole Heat Exchanger for Shallow Geothermal Systems: Performance, Economics and Applicability Author: Reistad, G. M. Heat exchangers located within the wellbore of shallow geothermal resources are presently being used at several locations in the U.S. These heat exchangers are referred to as downhole heat exchangers. Such installations can have thermal energy output capacities as high as 1 MW for space heating with source water temperature of 90 to 100°C. This work reports on the performance and economics of downhole heat exchangers relative to the alternative geothermal system which pumps the fluid out of the ground and uses heat exchangers located at the earth's surface. Results indicate that the downhole heat exchange systems for capacity requirements less than about 500 to 100 kW are in general more desirable than the surface heat exchange systems for low capacity (less than about 500 to 1000 kW) requirements and shallow geothermal resources. For higher capacities the surface heat exchange systems become more economical. Furthermore, for large depths, the high capacities available from the surface systems are required in order to make the geothermal energy competitive with other sources Title: Downhole Heat Exchanger for Shallow Geothermal Systems: Performance, Economics and Applicability Author: Reistad, G. M. Heat exchangers located within the wellbore of shallow geothermal resources are presently being used at several locations in the U.S. These heat exchangers are referred to as downhole heat exchangers. Such installations can have thermal energy output capacities as high as 1 MW for space heating with source water temperature of 90 to 100°C. This work reports on the performance and economics of downhole heat exchangers relative to the alternative geothermal system which pumps the fluid out of the ground and uses heat exchangers located at the earth's surface. Results indicate that the downhole heat exchange systems for capacity requirements less than about 500 to 100 kW are in general more desirable than the surface heat exchange systems for low capacity (less than about 500 to 1000 kW) requirements and shallow geothermal resources. For higher capacities the surface heat exchange systems become more economical. Furthermore, for large depths, the high capacities available from the surface systems are required in order to make the geothermal energy competitive with other sources Close

• 3. [Image] Issue Alert: Selling South: BPA Seeks Ways of Marketing Surplus Power to the Pacific Northwest

  	As the Federal wholesaler of electric energy in the Pacific Northwest, SPA currently finds itself with an embarrassment of riches: more power than the Northwest can use. In fact, for at least the next ...
  	Citation × Citation Citation Abstract Copy Title: Issue Alert: Selling South: BPA Seeks Ways of Marketing Surplus Power to the Pacific Northwest Author: Bonneville Power Administration Year: 1985 As the Federal wholesaler of electric energy in the Pacific Northwest, SPA currently finds itself with an embarrassment of riches: more power than the Northwest can use. In fact, for at least the next five years, SPA expects to have enough guaranteed or "firm" surplus energy to serve the entire needs of another Seattle, with energy to spare. SPA also expects to have a surplus of "capacity" (to serve loads in peak periods) for a longer period probably for at least 20 years Title: Issue Alert: Selling South: BPA Seeks Ways of Marketing Surplus Power to the Pacific Northwest Author: Bonneville Power Administration Year: 1985 As the Federal wholesaler of electric energy in the Pacific Northwest, SPA currently finds itself with an embarrassment of riches: more power than the Northwest can use. In fact, for at least the next five years, SPA expects to have enough guaranteed or "firm" surplus energy to serve the entire needs of another Seattle, with energy to spare. SPA also expects to have a surplus of "capacity" (to serve loads in peak periods) for a longer period probably for at least 20 years Close

• 4. [Image] Capacity-Building Program for Integrated Water Resources Management

  	Citation × Citation Citation Abstract Copy Title: Capacity-Building Program for Integrated Water Resources Management Year: 2008 Title: Capacity-Building Program for Integrated Water Resources Management Year: 2008 Close

• 5. [Image] WCPA 171E-9

  	High School Auditorium - General Assembly Room. Seating Capacity 650.
  	Citation × Citation Citation Abstract Copy Title: WCPA 171E-9 High School Auditorium - General Assembly Room. Seating Capacity 650. Title: WCPA 171E-9 High School Auditorium - General Assembly Room. Seating Capacity 650. Close

• 6. [Image] Tartus Port in its Twentieth Year--Increasing its Capacity to 10 Million Tons a Year

  	Citation × Citation Citation Abstract Copy Title: Tartus Port in its Twentieth Year--Increasing its Capacity to 10 Million Tons a Year Year: 1986 Title: Tartus Port in its Twentieth Year--Increasing its Capacity to 10 Million Tons a Year Year: 1986 Close

• 7. [Image] Geothermal Progress Monitor: Report No. 14, December 1992

  	This issue of the Geothermal Progress Monitor, the 14th since its inception in 1980, highlights the anticipated rapid growth in the use of geothermal heat pumps and documents the continued growth in the ...
  	Citation × Citation Citation Abstract Copy Title: Geothermal Progress Monitor: Report No. 14, December 1992 Author: Assistant Secretary for Conservation and Renewable Energy, Geothermal Division Year: 1992 This issue of the Geothermal Progress Monitor, the 14th since its inception in 1980, highlights the anticipated rapid growth in the use of geothermal heat pumps and documents the continued growth in the use of geothermal energy for power generation, both in this country and abroad. In countries with a relatively large demand for new generation capacity, geothermal, if available, is being called on as a preferable alternative to the use of domestic or imported oil. On the other hand, in this country where current demand for new capacity is less, geothermal energy is commonly being put to Use in small power generation units operating on the hot water resource Title: Geothermal Progress Monitor: Report No. 14, December 1992 Author: Assistant Secretary for Conservation and Renewable Energy, Geothermal Division Year: 1992 This issue of the Geothermal Progress Monitor, the 14th since its inception in 1980, highlights the anticipated rapid growth in the use of geothermal heat pumps and documents the continued growth in the use of geothermal energy for power generation, both in this country and abroad. In countries with a relatively large demand for new generation capacity, geothermal, if available, is being called on as a preferable alternative to the use of domestic or imported oil. On the other hand, in this country where current demand for new capacity is less, geothermal energy is commonly being put to Use in small power generation units operating on the hot water resource Close

• 8. [Image] The world's largest wine vat

  	World's largest wine vat, nearly 500,000 gallons capacity, lies beneath a cement top (underground), Italian Swiss Colony Vineyards, Asti, California.
  	Citation × Citation Citation Abstract Copy Title: The world's largest wine vat Year: 1940 World's largest wine vat, nearly 500,000 gallons capacity, lies beneath a cement top (underground), Italian Swiss Colony Vineyards, Asti, California. Title: The world's largest wine vat Year: 1940 World's largest wine vat, nearly 500,000 gallons capacity, lies beneath a cement top (underground), Italian Swiss Colony Vineyards, Asti, California. Close

• 9. [Image] False capacity of lekythos

  	Photograph from the personal collection of Dr. Steven Lowenstam (1945-2003), Department of Classics, University of Oregon.; default; default
  	Citation × Citation Citation Abstract Copy Title: False capacity of lekythos Author: Achilles Painter Photograph from the personal collection of Dr. Steven Lowenstam (1945-2003), Department of Classics, University of Oregon.; default; default Title: False capacity of lekythos Author: Achilles Painter Photograph from the personal collection of Dr. Steven Lowenstam (1945-2003), Department of Classics, University of Oregon.; default; default Close

• 10. [Image] James G. Barratt, assistant director of alumni relations

  	Barratt later became OSU's Athletic Director, serving in that capacity from 1965 to 1975.
  	Citation × Citation Citation Abstract Copy Title: James G. Barratt, assistant director of alumni relations Author: OSC News Bureau Photo Year: 1951 Barratt later became OSU's Athletic Director, serving in that capacity from 1965 to 1975. Title: James G. Barratt, assistant director of alumni relations Author: OSC News Bureau Photo Year: 1951 Barratt later became OSU's Athletic Director, serving in that capacity from 1965 to 1975. Close

• 11. [Image] Larry Roper chatting with a student in the MU Quad

  	Roper was appointed OSU’s Vice Provost for Student Affairs in 1995 and served in that capacity until 2014. He also served as interim dean of the College of Liberal Arts in 2007-08, and taught classes in ...
  	Citation × Citation Citation Abstract Copy Title: Larry Roper chatting with a student in the MU Quad Year: 1997 Roper was appointed OSU’s Vice Provost for Student Affairs in 1995 and served in that capacity until 2014. He also served as interim dean of the College of Liberal Arts in 2007-08, and taught classes in the College of Education and Ethnic Studies Department. Title: Larry Roper chatting with a student in the MU Quad Year: 1997 Roper was appointed OSU’s Vice Provost for Student Affairs in 1995 and served in that capacity until 2014. He also served as interim dean of the College of Liberal Arts in 2007-08, and taught classes in the College of Education and Ethnic Studies Department. Close

• 12. [Image] High Dam Capacity to be Expanded

  	Citation × Citation Citation Abstract Copy Title: High Dam Capacity to be Expanded Year: 1982 Title: High Dam Capacity to be Expanded Year: 1982 Close

• 13. [Image] WCPA 205A-10

  	700 Series El Type Passenger Oil Burner. Length 109'9"". Total weight, 879,600 lbs., Diameter of drivers, 77"", Tender capacity, 6,040 gal. of fuel oil; 20,000 Gallons of Water: 4-8- 4 S.P.& S. train ...
  	Citation × Citation Citation Abstract Copy Title: WCPA 205A-10 700 Series El Type Passenger Oil Burner. Length 109'9"". Total weight, 879,600 lbs., Diameter of drivers, 77"", Tender capacity, 6,040 gal. of fuel oil; 20,000 Gallons of Water: 4-8- 4 S.P.& S. train sitting on Wye at Celilo Title: WCPA 205A-10 700 Series El Type Passenger Oil Burner. Length 109'9"". Total weight, 879,600 lbs., Diameter of drivers, 77"", Tender capacity, 6,040 gal. of fuel oil; 20,000 Gallons of Water: 4-8- 4 S.P.& S. train sitting on Wye at Celilo Close

• 14. [Image] Train load of logs

  	Coming back from the battle fields, we shall now look at some views showing the activities in ship building done with all haste and urgency to replace the ships sunk by the enemy and to keep the tonnage ...
  	Citation × Citation Citation Abstract Copy Title: Train load of logs Coming back from the battle fields, we shall now look at some views showing the activities in ship building done with all haste and urgency to replace the ships sunk by the enemy and to keep the tonnage capacity of our fleets. This view shows forest giants loaded on a flat car. Where river transportation was not possible the logs were so taken by train to the saw mills. Title: Train load of logs Coming back from the battle fields, we shall now look at some views showing the activities in ship building done with all haste and urgency to replace the ships sunk by the enemy and to keep the tonnage capacity of our fleets. This view shows forest giants loaded on a flat car. Where river transportation was not possible the logs were so taken by train to the saw mills. Close

• 15. [Image] Typical mode of transportation, France

  	Here we see the little freight cars with a capacity, as advertised, of forty men or eight horses. Certainly there wasn't any room left over after five squads got into one of the cars as many of us who ...
  	Citation × Citation Citation Abstract Copy Title: Typical mode of transportation, France Here we see the little freight cars with a capacity, as advertised, of forty men or eight horses. Certainly there wasn't any room left over after five squads got into one of the cars as many of us who have slept a' la sardine recall. Title: Typical mode of transportation, France Here we see the little freight cars with a capacity, as advertised, of forty men or eight horses. Certainly there wasn't any room left over after five squads got into one of the cars as many of us who have slept a' la sardine recall. Close

• 16. [Image] Water-Products Capacity in Turkey and the Contribution of GAP

  	Citation × Citation Citation Abstract Copy Title: Water-Products Capacity in Turkey and the Contribution of GAP Year: 1988 Title: Water-Products Capacity in Turkey and the Contribution of GAP Year: 1988 Close

• 17. [Image] High Dam Capacity to be Expanded

  	Citation × Citation Citation Abstract Copy Title: High Dam Capacity to be Expanded Year: 1982 Title: High Dam Capacity to be Expanded Year: 1982 Close

• 18. [Image] The Case Study of China; Reforms and Resources: The Implication for State Capacity in the PRC

  	Citation × Citation Citation Abstract Copy Title: The Case Study of China; Reforms and Resources: The Implication for State Capacity in the PRC Year: 1997 Title: The Case Study of China; Reforms and Resources: The Implication for State Capacity in the PRC Year: 1997 Close

• 19. [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

• 20. [Image] Preparation of a Handbook on the Economics of Geothermal Energy Developments; Working Paper No. 6.5 Case Studies of Low Enthalpy Geothermal Energy Developments in France

  	The use of medium and low temperature brines from deep aquifers is well established technology in France. Agence Francaise Pour La Maitrisse de L'Energy (AFME) (1983) report that since 1978 twenty geothermal ...
  	Citation × Citation Citation Abstract Copy Title: Preparation of a Handbook on the Economics of Geothermal Energy Developments; Working Paper No. 6.5 Case Studies of Low Enthalpy Geothermal Energy Developments in France Author: Harrison, R. Year: 1984 The use of medium and low temperature brines from deep aquifers is well established technology in France. Agence Francaise Pour La Maitrisse de L'Energy (AFME) (1983) report that since 1978 twenty geothermal schemes have been put into operation every year and it is foreseen that France will have an installed geothermal heating capacity equivalent to an annual saving of 106 TOE* similar developments. Thus Ungemach (1982) reports that three schemes are under completion in the Po Valley in Italy and that several demonstration projects; e.g. Southampton in the U.K. + and in Denmark and Holland are under examination for the near future. It is estimated that the European Economic Community could have a geothermal heating capacity equivalent to 2 x 106 TOE by the late 1990's, Ungemach (1983) Title: Preparation of a Handbook on the Economics of Geothermal Energy Developments; Working Paper No. 6.5 Case Studies of Low Enthalpy Geothermal Energy Developments in France Author: Harrison, R. Year: 1984 The use of medium and low temperature brines from deep aquifers is well established technology in France. Agence Francaise Pour La Maitrisse de L'Energy (AFME) (1983) report that since 1978 twenty geothermal schemes have been put into operation every year and it is foreseen that France will have an installed geothermal heating capacity equivalent to an annual saving of 106 TOE* similar developments. Thus Ungemach (1982) reports that three schemes are under completion in the Po Valley in Italy and that several demonstration projects; e.g. Southampton in the U.K. + and in Denmark and Holland are under examination for the near future. It is estimated that the European Economic Community could have a geothermal heating capacity equivalent to 2 x 106 TOE by the late 1990's, Ungemach (1983) Close

• 21. [Image] Long-Term Supply Curves for Geothermal Energy - The Impacts of Technology

  	Near-term and long-term supply curves are presented for electric applications of geothermal energy. The GEOCOST model was used to determine the present and future energy production costs for the high-temperature ...
  	Citation × Citation Citation Abstract Copy Title: Long-Term Supply Curves for Geothermal Energy - The Impacts of Technology Author: Fassbender, L.L. Year: 1980 Near-term and long-term supply curves are presented for electric applications of geothermal energy. The GEOCOST model was used to determine the present and future energy production costs for the high-temperature and intermediate-temperature hydrothermal resources identified by the USGS The long-term supply curves illustrate the potential shifts in the near-term supply curve which would result from certain technology improvements currently being pursued. Programs with the most significant potential impacts are those which result in large reductions in drilling cost, those which lead to development of commercial high capacity downhole pumps, and those which lead to large increases in the plant capacity factor. Curves were drawn to show the impacts of individual technology improvements and also to show the cumulative impacts of combinations of technological advances expected to be achieved by 1982 and 1985. Successful completion of all the programs evaluated would result in a cumulative cost reduction of $90 billion (not discounted) in electrical generating costs from the identified hydrothermal resources Title: Long-Term Supply Curves for Geothermal Energy - The Impacts of Technology Author: Fassbender, L.L. Year: 1980 Near-term and long-term supply curves are presented for electric applications of geothermal energy. The GEOCOST model was used to determine the present and future energy production costs for the high-temperature and intermediate-temperature hydrothermal resources identified by the USGS The long-term supply curves illustrate the potential shifts in the near-term supply curve which would result from certain technology improvements currently being pursued. Programs with the most significant potential impacts are those which result in large reductions in drilling cost, those which lead to development of commercial high capacity downhole pumps, and those which lead to large increases in the plant capacity factor. Curves were drawn to show the impacts of individual technology improvements and also to show the cumulative impacts of combinations of technological advances expected to be achieved by 1982 and 1985. Successful completion of all the programs evaluated would result in a cumulative cost reduction of $90 billion (not discounted) in electrical generating costs from the identified hydrothermal resources Close

• 22. [Image] Klamath River - View looking downstream at right abutment of Keno Regulating Dam

  	P12-200-2777A Klamath River - Klamath Project--Oregon. View looking downstream at right abutment of Keno Regulating Dam, which controls level of 18 miles of river and Lake Ewauna- Keno to Klamath Falls. ...
  	Citation × Citation Citation Abstract Copy Title: Klamath River - View looking downstream at right abutment of Keno Regulating Dam Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2777A Klamath River - Klamath Project--Oregon. View looking downstream at right abutment of Keno Regulating Dam, which controls level of 18 miles of river and Lake Ewauna- Keno to Klamath Falls. Dam is opened to full capacity. Flow is about 8200 cfs.; January 26, 1965; Bureau of Reclamation photo by C. D. Lawrence Title: Klamath River - View looking downstream at right abutment of Keno Regulating Dam Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2777A Klamath River - Klamath Project--Oregon. View looking downstream at right abutment of Keno Regulating Dam, which controls level of 18 miles of river and Lake Ewauna- Keno to Klamath Falls. Dam is opened to full capacity. Flow is about 8200 cfs.; January 26, 1965; Bureau of Reclamation photo by C. D. Lawrence Close

• 23. [Image] Klamath River - Construction of Keno By-Pass Channel near Keno, Oregon

  	P12-200-2791A Klamath River - Klamath Project--Oregon. Employees of M-K Co., under contract with PP&L Co., drilling rock and placing explosive for excavation of 100' X 12' X 3500' channel through Keno ...
  	Citation × Citation Citation Abstract Copy Title: Klamath River - Construction of Keno By-Pass Channel near Keno, Oregon Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2791A Klamath River - Klamath Project--Oregon. Employees of M-K Co., under contract with PP&L Co., drilling rock and placing explosive for excavation of 100' X 12' X 3500' channel through Keno reef area to increase capacity of river. Channel will facilitate emergency drainage of flooded lands upstream and later be part of power development; March 3, 1965; Bureau of Reclamation photo by C. D. Lawrence Title: Klamath River - Construction of Keno By-Pass Channel near Keno, Oregon Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2791A Klamath River - Klamath Project--Oregon. Employees of M-K Co., under contract with PP&L Co., drilling rock and placing explosive for excavation of 100' X 12' X 3500' channel through Keno reef area to increase capacity of river. Channel will facilitate emergency drainage of flooded lands upstream and later be part of power development; March 3, 1965; Bureau of Reclamation photo by C. D. Lawrence Close

• 24. [Image] Bridgeview Pinot Noir Southern Oregon 2009

  	When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased ...
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Pinot Noir Southern Oregon 2009 Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Title: Bridgeview Pinot Noir Southern Oregon 2009 Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Close

• 25. [Image] Bridgeview Vineyards Black Beauty 2009 Syrah Southern Oregon

  	When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased ...
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Vineyards Black Beauty 2009 Syrah Southern Oregon Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Title: Bridgeview Vineyards Black Beauty 2009 Syrah Southern Oregon Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Close

• 26. [Image] Bridgeview Southern Oregon Cabernet-Merlot

  	When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased ...
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Southern Oregon Cabernet-Merlot Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Title: Bridgeview Southern Oregon Cabernet-Merlot Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Close

• 27. [Image] Bridgeview's massive bottling line

  	Bridgeview's massive bottling line
  	Citation × Citation Citation Abstract Copy Title: Bridgeview's massive bottling line Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview's massive bottling line Title: Bridgeview's massive bottling line Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview's massive bottling line Close

• 28. [Image] Lelo Kerivan and her son, Rene Eichmann

  	Bridgeview co-owner Lelo Kerivan with her son, winemaker Rene Eichmann
  	Citation × Citation Citation Abstract Copy Title: Lelo Kerivan and her son, Rene Eichmann Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview co-owner Lelo Kerivan with her son, winemaker Rene Eichmann Title: Lelo Kerivan and her son, Rene Eichmann Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview co-owner Lelo Kerivan with her son, winemaker Rene Eichmann Close

• 29. [Image] Bridgeview Vineyards Southern Oregon's Premier Vineyard & Winery (rack card)

  	Rack card for Bridgeview Vineyards, showcasing the landscaped grounds and ponds of the tasting rooms in the Applegate and on Holland Loop Road in Cave Junction.
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Vineyards Southern Oregon's Premier Vineyard & Winery (rack card) Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Rack card for Bridgeview Vineyards, showcasing the landscaped grounds and ponds of the tasting rooms in the Applegate and on Holland Loop Road in Cave Junction. Title: Bridgeview Vineyards Southern Oregon's Premier Vineyard & Winery (rack card) Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Rack card for Bridgeview Vineyards, showcasing the landscaped grounds and ponds of the tasting rooms in the Applegate and on Holland Loop Road in Cave Junction. Close

• 30. [Image] Bridgeview Vineyards price list

  	Bridgeview's summer 2014 price list, and includes the winery's white, red, specialty and box wines.
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Vineyards price list Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Bridgeview's summer 2014 price list, and includes the winery's white, red, specialty and box wines. Title: Bridgeview Vineyards price list Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Bridgeview's summer 2014 price list, and includes the winery's white, red, specialty and box wines. Close

• 31. [Image] PUMPING PLANT 9, Tule Lake Sump 2

  	KP-2545-R2-Klamath Project - PUMPING PLANT 9, Tule Lake Sump 2. View of pumping units taken from bridge deck. Units are 25 cfs capacity at 15 feet head; December 26, 1959; Photo by K.J. Greene
  	Citation × Citation Citation Abstract Copy Title: PUMPING PLANT 9, Tule Lake Sump 2 Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1959, 2008, 2006 KP-2545-R2-Klamath Project - PUMPING PLANT 9, Tule Lake Sump 2. View of pumping units taken from bridge deck. Units are 25 cfs capacity at 15 feet head; December 26, 1959; Photo by K.J. Greene Title: PUMPING PLANT 9, Tule Lake Sump 2 Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1959, 2008, 2006 KP-2545-R2-Klamath Project - PUMPING PLANT 9, Tule Lake Sump 2. View of pumping units taken from bridge deck. Units are 25 cfs capacity at 15 feet head; December 26, 1959; Photo by K.J. Greene Close

• 32. [Image] TULE LAKE DIVISION - Pumping Plant T

  	KP-2553-R2-Klamath Project - TULE LAKE DIVISION - Pumping Plant T. View looking northwest to inlet. Plant serves 3 farm units and was constructed in 1956. Capacity is 9 cfs at 8' head. Bypass valve permits ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION - Pumping Plant T Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1960, 2008, 2006 KP-2553-R2-Klamath Project - TULE LAKE DIVISION - Pumping Plant T. View looking northwest to inlet. Plant serves 3 farm units and was constructed in 1956. Capacity is 9 cfs at 8' head. Bypass valve permits modulation of discharge when only one farm unit is being served; May 27, 1960; Photo by K.J. Greene Title: TULE LAKE DIVISION - Pumping Plant T Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1960, 2008, 2006 KP-2553-R2-Klamath Project - TULE LAKE DIVISION - Pumping Plant T. View looking northwest to inlet. Plant serves 3 farm units and was constructed in 1956. Capacity is 9 cfs at 8' head. Bypass valve permits modulation of discharge when only one farm unit is being served; May 27, 1960; Photo by K.J. Greene Close

• 33. [Image] TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal

  	KP-2571-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal. Hancock Elevating Scraper, 8 cu. yd. capacity with sideboards, placing canal lining at Station 29+50, R-Canal; ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2571-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal. Hancock Elevating Scraper, 8 cu. yd. capacity with sideboards, placing canal lining at Station 29+50, R-Canal; September 21, 1960; Photo by John A. Renning Title: TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2571-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal. Hancock Elevating Scraper, 8 cu. yd. capacity with sideboards, placing canal lining at Station 29+50, R-Canal; September 21, 1960; Photo by John A. Renning Close

• 34. [Image] Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4236 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4236 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4236 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 35. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4237 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4237 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4237 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 36. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4238 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4238 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4238 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 37. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4246 NA Klamath Project California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4246 NA Klamath Project California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4246 NA Klamath Project California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 38. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon

  	P-12-200-4247 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4247 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4247 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 39. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon

  	P-12-200-4249 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4249 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4249 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 40. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon

  	P-12-200-4250 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4250 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4250 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 41. [Image] Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4255 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4255 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4255 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 42. [Image] Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4256 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4256 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4256 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 43. [Image] Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4257 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4257 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4257 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 44. [Image] Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4258 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4258 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4258 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 45. [Image] Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor

  	CN-12-201-264NA Klamath Project - Oregon-California. View of DW-20 scraper hauling road base material from the USBR pit at the south end of Sump 1-A. Owing to their large capacity (25 c.y.) and resultant ...
  	Citation × Citation Citation Abstract Copy Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1973, 2009, 2007 CN-12-201-264NA Klamath Project - Oregon-California. View of DW-20 scraper hauling road base material from the USBR pit at the south end of Sump 1-A. Owing to their large capacity (25 c.y.) and resultant weight, the use of scrapers proved to be an unsuccessful method of moving dirt around in the sump area. In driving across previously filled areas, the loaded scrapers forced the road base material down into the ground; February 1973; Bureau of Reclamation photo by D. W. Stein Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1973, 2009, 2007 CN-12-201-264NA Klamath Project - Oregon-California. View of DW-20 scraper hauling road base material from the USBR pit at the south end of Sump 1-A. Owing to their large capacity (25 c.y.) and resultant weight, the use of scrapers proved to be an unsuccessful method of moving dirt around in the sump area. In driving across previously filled areas, the loaded scrapers forced the road base material down into the ground; February 1973; Bureau of Reclamation photo by D. W. Stein Close

• 46. [Image] Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor

  	CN-12-201-283NA Klamath Project - Oregon-California. View of Scoopmobile front end loader (__c.y. capacity), operating in the Casuse Mt. cinder pit. This pit is located in Sec. 19, T46N, R6E, M.D.M. & ...
  	Citation × Citation Citation Abstract Copy Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1972, 2009, 2007 CN-12-201-283NA Klamath Project - Oregon-California. View of Scoopmobile front end loader (__c.y. capacity), operating in the Casuse Mt. cinder pit. This pit is located in Sec. 19, T46N, R6E, M.D.M. & B and is administered by the U. S. Forest Service; November 1972; Bureau of Reclamation photo by D. W. Stein Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1972, 2009, 2007 CN-12-201-283NA Klamath Project - Oregon-California. View of Scoopmobile front end loader (__c.y. capacity), operating in the Casuse Mt. cinder pit. This pit is located in Sec. 19, T46N, R6E, M.D.M. & B and is administered by the U. S. Forest Service; November 1972; Bureau of Reclamation photo by D. W. Stein Close

• 47. [Image] Link River Dam

  	KP-2089-R2 - Klamath Project. Link River Dam. Link River, from a point about 1,000 feet downstream, shows Ankeny Canal at right, tailrace in center and Keno Canal at left. Forebay and dam in background. ...
  	Citation × Citation Citation Abstract Copy Title: Link River Dam Author: United States. Bureau of Reclamation, Waldron, Malon L. Year: 1951, 2007, 2006 KP-2089-R2 - Klamath Project. Link River Dam. Link River, from a point about 1,000 feet downstream, shows Ankeny Canal at right, tailrace in center and Keno Canal at left. Forebay and dam in background. 1,230 cfs of water spilling at slightly more than 1/2 gate capacity; February 7, 1951; Photo by Malon L. Waldron Title: Link River Dam Author: United States. Bureau of Reclamation, Waldron, Malon L. Year: 1951, 2007, 2006 KP-2089-R2 - Klamath Project. Link River Dam. Link River, from a point about 1,000 feet downstream, shows Ankeny Canal at right, tailrace in center and Keno Canal at left. Forebay and dam in background. 1,230 cfs of water spilling at slightly more than 1/2 gate capacity; February 7, 1951; Photo by Malon L. Waldron Close

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

  	CN-12-200-19A. Stock pond rehabilitated by the Bureau of Land Management during summer of 1968. This stock pond is located in the SE1/4SE14 of Sec. 26, T. 38 S., R. 13 E., W.M. The overall dimensions ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-19A. Stock pond rehabilitated by the Bureau of Land Management during summer of 1968. This stock pond is located in the SE1/4SE14 of Sec. 26, T. 38 S., R. 13 E., W.M. The overall dimensions are approximately 120'x80'x6'. The storage capacity approximates 1.0 acre-foot. The slope of both ends is about 4:1. This stock pond lies adjacent to the main road between Gerber Reservoir and Gerber Ranch; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-19A. Stock pond rehabilitated by the Bureau of Land Management during summer of 1968. This stock pond is located in the SE1/4SE14 of Sec. 26, T. 38 S., R. 13 E., W.M. The overall dimensions are approximately 120'x80'x6'. The storage capacity approximates 1.0 acre-foot. The slope of both ends is about 4:1. This stock pond lies adjacent to the main road between Gerber Reservoir and Gerber Ranch; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

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

  	CN-12-200-20A. Gerber Watershed - Klamath Project, Oregon. Small reservoir excavated by BLM, during 1968, in a wet weather seep near Wagon Wheel Springs. This reservoir is located in the SW1/4NE1/4 of ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-20A. Gerber Watershed - Klamath Project, Oregon. Small reservoir excavated by BLM, during 1968, in a wet weather seep near Wagon Wheel Springs. This reservoir is located in the SW1/4NE1/4 of Sec. 36, T. 38. S., R. 13 E., W.M. The storage capacity approximates 0.1 to 0.2 acre-foot. This reservoir is built on the side of a slope and impounds the runoff from an area no larger than two or three acres; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-20A. Gerber Watershed - Klamath Project, Oregon. Small reservoir excavated by BLM, during 1968, in a wet weather seep near Wagon Wheel Springs. This reservoir is located in the SW1/4NE1/4 of Sec. 36, T. 38. S., R. 13 E., W.M. The storage capacity approximates 0.1 to 0.2 acre-foot. This reservoir is built on the side of a slope and impounds the runoff from an area no larger than two or three acres; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

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

  	CN-12-200-21A. Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM during the summer of 1968. This pond is located in a dry lake bed in the NE1/4 of Sec. 5, T. 39 S., ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-21A. Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM during the summer of 1968. This pond is located in a dry lake bed in the NE1/4 of Sec. 5, T. 39 S., R. 14 E., W.M. The overall dimensions of this pond are 80'x120'x7'. The storage capacity approximates 1.1 acre-foot. The dry lake bed will spill to Gerber Reservoir only during wet years. Therefore, this impoundment will not effect the flow to Gerber Reservoir during the years that the dry lake does not overflow; September, 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-21A. Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM during the summer of 1968. This pond is located in a dry lake bed in the NE1/4 of Sec. 5, T. 39 S., R. 14 E., W.M. The overall dimensions of this pond are 80'x120'x7'. The storage capacity approximates 1.1 acre-foot. The dry lake bed will spill to Gerber Reservoir only during wet years. Therefore, this impoundment will not effect the flow to Gerber Reservoir during the years that the dry lake does not overflow; September, 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

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

  	CN-12-200-22A. Gerber Watershed - Klamath Project, Oregon. Earthfill dam and reservoir constructed by BLM across a draw in the NE1/4 of Sec. 10, T. 39 S., R. 14 E, W.M. Earth spillway is located at left ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-22A. Gerber Watershed - Klamath Project, Oregon. Earthfill dam and reservoir constructed by BLM across a draw in the NE1/4 of Sec. 10, T. 39 S., R. 14 E, W.M. Earth spillway is located at left end of dam. Maximum depth of water to lip (?) of spillway is about 6.5 feet. The storage capacity approximates 0.5 acre-foot; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-22A. Gerber Watershed - Klamath Project, Oregon. Earthfill dam and reservoir constructed by BLM across a draw in the NE1/4 of Sec. 10, T. 39 S., R. 14 E, W.M. Earth spillway is located at left end of dam. Maximum depth of water to lip (?) of spillway is about 6.5 feet. The storage capacity approximates 0.5 acre-foot; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

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

  	CN-12-200-24A Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM in the summer of 1968. This pond was constructed in a large flat in the NE1/4 of Sec. 3, T. 39 S., R. ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-24A Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM in the summer of 1968. This pond was constructed in a large flat in the NE1/4 of Sec. 3, T. 39 S., R. 14 E, W.M. The overall dimensions of this pond are 80'x120'x7'. The slope of both ends is about 4:1. The storage capacity approximates 1.1 acre-foot; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-24A Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM in the summer of 1968. This pond was constructed in a large flat in the NE1/4 of Sec. 3, T. 39 S., R. 14 E, W.M. The overall dimensions of this pond are 80'x120'x7'. The slope of both ends is about 4:1. The storage capacity approximates 1.1 acre-foot; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

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

  	CN-12-200-26A Gerber Watershed - Klamath Project, Oregon. Stock-pond – pit-type – constructed by BLM in the summer of 1968. This pond is located in the NE1/4 of Sec. 14, T. 39 S., R. 14 E, W.M. The overall ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-26A Gerber Watershed - Klamath Project, Oregon. Stock-pond – pit-type – constructed by BLM in the summer of 1968. This pond is located in the NE1/4 of Sec. 14, T. 39 S., R. 14 E, W.M. The overall dimensions of this pond are 80'x120'x6'. The slope of both ends is about 4:1. The storage capacity approximates 1.0 acre-foot; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-26A Gerber Watershed - Klamath Project, Oregon. Stock-pond – pit-type – constructed by BLM in the summer of 1968. This pond is located in the NE1/4 of Sec. 14, T. 39 S., R. 14 E, W.M. The overall dimensions of this pond are 80'x120'x6'. The slope of both ends is about 4:1. The storage capacity approximates 1.0 acre-foot; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

• 54. [Image] Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor

  	P-12-200-2993NA Klamath Project - Oregon-California. View of caterpillar self-loading scraper, 35 cu. yd. capacity, loading earth material to be placed on dike; May 1974; Bureau of Reclamation photo ...
  	Citation × Citation Citation Abstract Copy Title: Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2993NA Klamath Project - Oregon-California. View of caterpillar self-loading scraper, 35 cu. yd. capacity, loading earth material to be placed on dike; May 1974; Bureau of Reclamation photo by D. W. Stein Title: Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2993NA Klamath Project - Oregon-California. View of caterpillar self-loading scraper, 35 cu. yd. capacity, loading earth material to be placed on dike; May 1974; Bureau of Reclamation photo by D. W. Stein Close

• 55. [Image] Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor

  	P-12-200-2994NA Klamath Project - Oregon-California. Caterpillar, scraper self-loader, 35 cu. yd. capacity, unloading material on the dike; May 1974; Bureau of Reclamation photo by D. W. Stein
  	Citation × Citation Citation Abstract Copy Title: Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2994NA Klamath Project - Oregon-California. Caterpillar, scraper self-loader, 35 cu. yd. capacity, unloading material on the dike; May 1974; Bureau of Reclamation photo by D. W. Stein Title: Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2994NA Klamath Project - Oregon-California. Caterpillar, scraper self-loader, 35 cu. yd. capacity, unloading material on the dike; May 1974; Bureau of Reclamation photo by D. W. Stein Close

• 56. [Image] Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4023 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth-and-rock-fill type structure 39 feet high and a ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4023 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth-and-rock-fill type structure 39 feet high and a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4023 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth-and-rock-fill type structure 39 feet high and a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Close

• 57. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4024 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4024 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4024 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Close

• 58. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4025 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4025 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4025 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Close

• 59. [Image] Aerial view looking upstream at Link River Diversion Dam on Link River at the head of the Klamath River, west of Klamath Falls, Oregon

  	P-12-200-4026 NA Klamath Project, California-Oregon. The feature regulates flow from the Upper Klamath Lake Reservoir. It is a principal source of water supply for the project. The dam is a reinforced ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Link River Diversion Dam on Link River at the head of the Klamath River, west of Klamath Falls, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4026 NA Klamath Project, California-Oregon. The feature regulates flow from the Upper Klamath Lake Reservoir. It is a principal source of water supply for the project. The dam is a reinforced concrete slab type structure 22 feet high and a crest length of 435 feet. The reservoir has a capacity of 873,000 acre-feet and is operated by the Pacific Power and Light Company, subject to Klamath Project rights; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Link River Diversion Dam on Link River at the head of the Klamath River, west of Klamath Falls, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4026 NA Klamath Project, California-Oregon. The feature regulates flow from the Upper Klamath Lake Reservoir. It is a principal source of water supply for the project. The dam is a reinforced concrete slab type structure 22 feet high and a crest length of 435 feet. The reservoir has a capacity of 873,000 acre-feet and is operated by the Pacific Power and Light Company, subject to Klamath Project rights; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Close

• 60. [Image] Aerial view looking upstream at Link River Diversion Dam on Link River at the head of the Klamath River, west of Klamath Falls, Oregon

  	P-12-200-4027 NA Klamath Project, California-Oregon. The feature regulates flow from the Upper Klamath Lake Reservoir. It is a principal source of water supply for the project. The dam is a reinforced ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Link River Diversion Dam on Link River at the head of the Klamath River, west of Klamath Falls, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4027 NA Klamath Project, California-Oregon. The feature regulates flow from the Upper Klamath Lake Reservoir. It is a principal source of water supply for the project. The dam is a reinforced concrete slab type structure 22 feet high and a crest length of 435 feet. The reservoir has a capacity of 873,000 acre-feet and is operated by the Pacific Power and Light Company, subject to Klamath Project rights; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Link River Diversion Dam on Link River at the head of the Klamath River, west of Klamath Falls, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1975, 2009, 2006 P-12-200-4027 NA Klamath Project, California-Oregon. The feature regulates flow from the Upper Klamath Lake Reservoir. It is a principal source of water supply for the project. The dam is a reinforced concrete slab type structure 22 feet high and a crest length of 435 feet. The reservoir has a capacity of 873,000 acre-feet and is operated by the Pacific Power and Light Company, subject to Klamath Project rights; May 7, 1975; Bureau of Reclamation photo by J. C. Dahilig Close

• 61. [Image] Utah Geothermal Commercialization Project, Final Report April 1979 - March 1985

  	This report summarizes the results of these tasks and references the specific reports in which they can be found. The benefits of the project to the state are discussed, including the passage of state ...
  	Citation × Citation Citation Abstract Copy Title: Utah Geothermal Commercialization Project, Final Report April 1979 - March 1985 Author: Division of Water Rights Year: 1985 This report summarizes the results of these tasks and references the specific reports in which they can be found. The benefits of the project to the state are discussed, including the passage of state legislation dealing with the regulation of geothermal development in the state, and providing a source of information and assistance within the state for potential developers Title: Utah Geothermal Commercialization Project, Final Report April 1979 - March 1985 Author: Division of Water Rights Year: 1985 This report summarizes the results of these tasks and references the specific reports in which they can be found. The benefits of the project to the state are discussed, including the passage of state legislation dealing with the regulation of geothermal development in the state, and providing a source of information and assistance within the state for potential developers Close

• 62. [Image] Backgrounder: The Columbia River Treaty Revisited

  	The huge undertaking which evolved from the Treaty included doubling the hydroelectric reservoir capacity in the Columbia Basin, and construction of the Pacific Northwest-Pacific Southwest Intertie. The ...
  	Citation × Citation Citation Abstract Copy Title: Backgrounder: The Columbia River Treaty Revisited Author: Bonneville Power Administration Year: 1989 The huge undertaking which evolved from the Treaty included doubling the hydroelectric reservoir capacity in the Columbia Basin, and construction of the Pacific Northwest-Pacific Southwest Intertie. The additions of the Third Powerhouse at Grand Coulee Dam and the Second Powerhouse at Bonneville Dam are offshoots of the Treaty, as are other hydropower resources in both Canada and the U.S. Northwest Title: Backgrounder: The Columbia River Treaty Revisited Author: Bonneville Power Administration Year: 1989 The huge undertaking which evolved from the Treaty included doubling the hydroelectric reservoir capacity in the Columbia Basin, and construction of the Pacific Northwest-Pacific Southwest Intertie. The additions of the Third Powerhouse at Grand Coulee Dam and the Second Powerhouse at Bonneville Dam are offshoots of the Treaty, as are other hydropower resources in both Canada and the U.S. Northwest Close

• 63. [Image] Priorities and Allocations Support for Energy: Keeping Energy Programs on Schedule

  	This handbook is designed to explain how priorities and allocations may be used to support energy programs and projects
  	Citation × Citation Citation Abstract Copy Title: Priorities and Allocations Support for Energy: Keeping Energy Programs on Schedule Author: U. S. Department of Energy Year: 1980 This handbook is designed to explain how priorities and allocations may be used to support energy programs and projects Title: Priorities and Allocations Support for Energy: Keeping Energy Programs on Schedule Author: U. S. Department of Energy Year: 1980 This handbook is designed to explain how priorities and allocations may be used to support energy programs and projects Close

• 64. [Image] Geothermal Computer Program Workshop

  	This document is a collection of several readouts of different user manuals for computer code
  	Citation × Citation Citation Abstract Copy Title: Geothermal Computer Program Workshop Author: Lawrence Berkeley Laboratory Year: 1980 This document is a collection of several readouts of different user manuals for computer code Title: Geothermal Computer Program Workshop Author: Lawrence Berkeley Laboratory Year: 1980 This document is a collection of several readouts of different user manuals for computer code Close

• 65. [Image] Optimization of Residential Size Heat Pumps for Use With Geothermal Energy

  	This paper considers the optimum design of unitary water-to-air heat pump units for use in distributed systems. The idea considers a heat pump unit with standard off-the-shelf components but optimized ...
  	Citation × Citation Citation Abstract Copy Title: Optimization of Residential Size Heat Pumps for Use With Geothermal Energy Author: Reistad, G. M. This paper considers the optimum design of unitary water-to-air heat pump units for use in distributed systems. The idea considers a heat pump unit with standard off-the-shelf components but optimized for heating when using a geothermal resource of a particular temperature and cost, as the low temperature energy source Title: Optimization of Residential Size Heat Pumps for Use With Geothermal Energy Author: Reistad, G. M. This paper considers the optimum design of unitary water-to-air heat pump units for use in distributed systems. The idea considers a heat pump unit with standard off-the-shelf components but optimized for heating when using a geothermal resource of a particular temperature and cost, as the low temperature energy source Close

• 66. [Image] Diesel Heat Pump for District Heating Plants and for the Heating of Large Housing Blocks

  	The aim of this project is to investigate technical, economic, and environmental aspects of large diesel driven heat pump plants for district heating and for central heating of large buildings
  	Citation × Citation Citation Abstract Copy Title: Diesel Heat Pump for District Heating Plants and for the Heating of Large Housing Blocks Author: Petersen, B. Year: 1980 The aim of this project is to investigate technical, economic, and environmental aspects of large diesel driven heat pump plants for district heating and for central heating of large buildings Title: Diesel Heat Pump for District Heating Plants and for the Heating of Large Housing Blocks Author: Petersen, B. Year: 1980 The aim of this project is to investigate technical, economic, and environmental aspects of large diesel driven heat pump plants for district heating and for central heating of large buildings Close

• 67. [Image] John Fenner with Eunice Courtright

  	John Fenner (1918-2013) was an alumnus who served as Executive Secretary of the OSC Alumni Association from 1945 to 1948. He later served as President of the OSU Alumni Association and Benton County District ...
  	Citation × Citation Citation Abstract Copy Title: John Fenner with Eunice Courtright Year: 1945 John Fenner (1918-2013) was an alumnus who served as Executive Secretary of the OSC Alumni Association from 1945 to 1948. He later served as President of the OSU Alumni Association and Benton County District Attorney. He also provided legal representation for the OSU Foundation for three decades and served the organization in numerous additional capacities, including as President and Chairman of the Board. Title: John Fenner with Eunice Courtright Year: 1945 John Fenner (1918-2013) was an alumnus who served as Executive Secretary of the OSC Alumni Association from 1945 to 1948. He later served as President of the OSU Alumni Association and Benton County District Attorney. He also provided legal representation for the OSU Foundation for three decades and served the organization in numerous additional capacities, including as President and Chairman of the Board. Close

• 68. [Image] Jane Lubchenco

  	In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where ...
  	Citation × Citation Citation Abstract Copy Title: Jane Lubchenco Year: 1991 In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where her research has focused on community ecology, conservation biology, biodiversity, global change and sustainability. Lubchenco served as the director of the National Oceanic and Atmospheric Administration from 2009 to 2013, the first woman to serve in that capacity. Her awards have included McArthur and Pew fellowships, the Nirenberg Prize from the Scripps Institution of Oceanography, and several honorary degrees. In 1997 she served as president of the American Association for the Advancement of Science. Title: Jane Lubchenco Year: 1991 In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where her research has focused on community ecology, conservation biology, biodiversity, global change and sustainability. Lubchenco served as the director of the National Oceanic and Atmospheric Administration from 2009 to 2013, the first woman to serve in that capacity. Her awards have included McArthur and Pew fellowships, the Nirenberg Prize from the Scripps Institution of Oceanography, and several honorary degrees. In 1997 she served as president of the American Association for the Advancement of Science. Close

• 69. [Image] Jane Lubchenco

  	In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where ...
  	Citation × Citation Citation Abstract Copy Title: Jane Lubchenco Year: 1991 In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where her research has focused on community ecology, conservation biology, biodiversity, global change and sustainability. Lubchenco served as the director of the National Oceanic and Atmospheric Administration from 2009 to 2013, the first woman to serve in that capacity. Her awards have included McArthur and Pew fellowships, the Nirenberg Prize from the Scripps Institution of Oceanography, and several honorary degrees. In 1997 she served as president of the American Association for the Advancement of Science. Title: Jane Lubchenco Year: 1991 In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where her research has focused on community ecology, conservation biology, biodiversity, global change and sustainability. Lubchenco served as the director of the National Oceanic and Atmospheric Administration from 2009 to 2013, the first woman to serve in that capacity. Her awards have included McArthur and Pew fellowships, the Nirenberg Prize from the Scripps Institution of Oceanography, and several honorary degrees. In 1997 she served as president of the American Association for the Advancement of Science. Close

• 70. [Image] Jane Lubchenco

  	In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where ...
  	Citation × Citation Citation Abstract Copy Title: Jane Lubchenco Year: 1992 In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where her research has focused on community ecology, conservation biology, biodiversity, global change and sustainability. Lubchenco served as the director of the National Oceanic and Atmospheric Administration from 2009 to 2013, the first woman to serve in that capacity. Her awards have included McArthur and Pew fellowships, the Nirenberg Prize from the Scripps Institution of Oceanography, and several honorary degrees. In 1997 she served as president of the American Association for the Advancement of Science. Title: Jane Lubchenco Year: 1992 In addition to being a Distinguished Professor of Zoology, Lubchenco is OSU’s Wayne and Gladys Valley Professor of Marine Biology. Except for a federal appointment, she has been at OSU since 1977, where her research has focused on community ecology, conservation biology, biodiversity, global change and sustainability. Lubchenco served as the director of the National Oceanic and Atmospheric Administration from 2009 to 2013, the first woman to serve in that capacity. Her awards have included McArthur and Pew fellowships, the Nirenberg Prize from the Scripps Institution of Oceanography, and several honorary degrees. In 1997 she served as president of the American Association for the Advancement of Science. Close

• 71. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 72. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 73. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 74. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 75. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 76. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 77. [Image] Wood sawing

  	This scene shows the preparation of the wood for carving the various statues and implements of worship, which have made the village famous throughout the world. For nine years out of ten they are busy ...
  	Citation × Citation Citation Abstract Copy Title: Wood sawing This scene shows the preparation of the wood for carving the various statues and implements of worship, which have made the village famous throughout the world. For nine years out of ten they are busy earning a livelihood. Most of the best players are wood carvers; the others are farmers or store keepers. After the crowds have dispersed, they go about their work as ordinary mortals. What a revelation it is of the latent capacity of the human race, when a single mountain village can furnish people competent to set forth such a representation of sacred scenes from among simple tinkers, tailors, ploughmen, bakers and the like! This is what may be accomplished by patient love, careful education and the stimulant and inspiration of a great idea. Title: Wood sawing This scene shows the preparation of the wood for carving the various statues and implements of worship, which have made the village famous throughout the world. For nine years out of ten they are busy earning a livelihood. Most of the best players are wood carvers; the others are farmers or store keepers. After the crowds have dispersed, they go about their work as ordinary mortals. What a revelation it is of the latent capacity of the human race, when a single mountain village can furnish people competent to set forth such a representation of sacred scenes from among simple tinkers, tailors, ploughmen, bakers and the like! This is what may be accomplished by patient love, careful education and the stimulant and inspiration of a great idea. Close

• 78. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 79. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 80. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 81. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 82. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 83. [Image] Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon)

  	Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium ...
  	Citation × Citation Citation Abstract Copy Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Title: Autzen Stadium, University of Oregon (Eugene, Oregon); University of Oregon (Eugene, Oregon) Author: Skidmore, Owings & Merrill; Ellerbe Becket; Rouzie, A. William Year: 1967 Autzen Stadium, costing approximately $3 million, and taking only nine months to build, was creatively designed within an artificial crater, avoiding the need for multilevel ramps. The 41,000 seat stadium was named for the Autzen Foundation, headed by UO alumnus Thomas Autzen, who contributed to the project. In 2003, the $90 million expansion of the 1967 facility increased capacity from 41,700 to 58,000 seats. Close

• 84. [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

• 85. [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

• 86. [Image] Santa Rosa Geysers Recharge Project: GEO-98-001 Final Report

  	In May of 1999, the City of Santa Rosa working cooperatively with Unocal, Calpine and the State Lands Commission submitted an application for funding from the California Energy Commission's Geothermal ...
  	Citation × Citation Citation Abstract Copy Title: Santa Rosa Geysers Recharge Project: GEO-98-001 Final Report Author: Brauner, Jr. , E. Year: 2002 In May of 1999, the City of Santa Rosa working cooperatively with Unocal, Calpine and the State Lands Commission submitted an application for funding from the California Energy Commission's Geothermal Program for the City of Santa Rosa's Geysers Recharge project. On October 6, 2000 a contract for Project Number GEO-98-00 1 was executed by the California Energy Commission. This contract provided $3,563,000 in CEC funding. The project is now near completion and the CEC funding has been expended as anticipated. Prior to closing out the contract, Subtasks 5.2.3, - "Final Report" is required per the approved workplan Title: Santa Rosa Geysers Recharge Project: GEO-98-001 Final Report Author: Brauner, Jr. , E. Year: 2002 In May of 1999, the City of Santa Rosa working cooperatively with Unocal, Calpine and the State Lands Commission submitted an application for funding from the California Energy Commission's Geothermal Program for the City of Santa Rosa's Geysers Recharge project. On October 6, 2000 a contract for Project Number GEO-98-00 1 was executed by the California Energy Commission. This contract provided $3,563,000 in CEC funding. The project is now near completion and the CEC funding has been expended as anticipated. Prior to closing out the contract, Subtasks 5.2.3, - "Final Report" is required per the approved workplan Close

• 87. [Image] Industry Participation in DOE-Sponsored Geopressured Geothermal Resource Development

  	The Salt Water Disposal Study reviewed subsurface salt water disposal experience on the Texas and Louisiana Gulf Coast. This preliminary study concluded that subsurface brine disposal should be possible ...
  	Citation × Citation Citation Abstract Copy Title: Industry Participation in DOE-Sponsored Geopressured Geothermal Resource Development Author: Coffer, H. F Year: 1979 The Salt Water Disposal Study reviewed subsurface salt water disposal experience on the Texas and Louisiana Gulf Coast. This preliminary study concluded that subsurface brine disposal should be possible in the areas of interest with adequate evaluation of the geology of each area and a well designed and constructed surface and subsurface facility. The industry survey indicated general satisfactory with the technical design of the resource evaluation program but felt the program should be moving faster. Excellent communication with industry had been maintained through the forum meetings and the status reports Title: Industry Participation in DOE-Sponsored Geopressured Geothermal Resource Development Author: Coffer, H. F Year: 1979 The Salt Water Disposal Study reviewed subsurface salt water disposal experience on the Texas and Louisiana Gulf Coast. This preliminary study concluded that subsurface brine disposal should be possible in the areas of interest with adequate evaluation of the geology of each area and a well designed and constructed surface and subsurface facility. The industry survey indicated general satisfactory with the technical design of the resource evaluation program but felt the program should be moving faster. Excellent communication with industry had been maintained through the forum meetings and the status reports Close

• 88. [Image] Geothermal Energy as a Source of Electricity

  	Work on this survey teaches that electricity from geothermal resources is viable, and that its commercial risks are no different from those associated with the established and more familiar technologies. ...
  	Citation × Citation Citation Abstract Copy Title: Geothermal Energy as a Source of Electricity Author: DiPippo, R. (ed.) Year: 1980 Work on this survey teaches that electricity from geothermal resources is viable, and that its commercial risks are no different from those associated with the established and more familiar technologies. Geothermal power has proved beneficial for a number of countries, and will play a particularly important role in such developing countries as El Salvador and the Philippines, primarily because of its simplicity of construction, operation, and maintenance. It has demonstrated the ability to achieve capacity factors (ratio of kilowatt-hours produced per annum to the maximum possible) exceeding 80%. The comparable figure for fossil plants is only about 50%. In those applications, geothermal power has proved to be economical, and clearly less expensive than installations using oil, coal or nuclear fuel Title: Geothermal Energy as a Source of Electricity Author: DiPippo, R. (ed.) Year: 1980 Work on this survey teaches that electricity from geothermal resources is viable, and that its commercial risks are no different from those associated with the established and more familiar technologies. Geothermal power has proved beneficial for a number of countries, and will play a particularly important role in such developing countries as El Salvador and the Philippines, primarily because of its simplicity of construction, operation, and maintenance. It has demonstrated the ability to achieve capacity factors (ratio of kilowatt-hours produced per annum to the maximum possible) exceeding 80%. The comparable figure for fossil plants is only about 50%. In those applications, geothermal power has proved to be economical, and clearly less expensive than installations using oil, coal or nuclear fuel Close

• 89. [Image] Deep-Seated Geothermal Resources Survey: A Compendium of Publications, October 1993-February 1996

  	Unused deep geothermal resources in Japan have been estimated to have great potential, and tapping them would be an effective method for significantly increasing the capacity of geothermal power generation. ...
  	Citation × Citation Citation Abstract Copy Title: Deep-Seated Geothermal Resources Survey: A Compendium of Publications, October 1993-February 1996 Author: Geothermal Energy Development Department, NEDO Year: 1997 Unused deep geothermal resources in Japan have been estimated to have great potential, and tapping them would be an effective method for significantly increasing the capacity of geothermal power generation. However, our understanding of geothermal systems that exist at depths of over 2,000 m is still very limited. Therefore, in order to delineate characteristics of deep geothermal reservoirs and establish a desirable direction for the development of deep geothermal resources, NEDO started a six-year research project entitled "Deep-seated Geothermal Resources Survey" within the framework of the New Sunshine Project of the Ministry of International Trade and Industry (MITI) in FY 1992 Title: Deep-Seated Geothermal Resources Survey: A Compendium of Publications, October 1993-February 1996 Author: Geothermal Energy Development Department, NEDO Year: 1997 Unused deep geothermal resources in Japan have been estimated to have great potential, and tapping them would be an effective method for significantly increasing the capacity of geothermal power generation. However, our understanding of geothermal systems that exist at depths of over 2,000 m is still very limited. Therefore, in order to delineate characteristics of deep geothermal reservoirs and establish a desirable direction for the development of deep geothermal resources, NEDO started a six-year research project entitled "Deep-seated Geothermal Resources Survey" within the framework of the New Sunshine Project of the Ministry of International Trade and Industry (MITI) in FY 1992 Close

• 90. [Image] Water Related Planning and Design at Energy Firms

  	The use of water by energy firms depends upon a number of factors subject to both planning and design. Under conditions of abundant, low-cost water supplies typical of the past, such planning and design ...
  	Citation × Citation Citation Abstract Copy Title: Water Related Planning and Design at Energy Firms Author: Abbey, D. Year: 1980 The use of water by energy firms depends upon a number of factors subject to both planning and design. Under conditions of abundant, low-cost water supplies typical of the past, such planning and design was somewhat routine. With increasing concern and competition for water, there is now considerable interest in design and planning alternatives of energy firms in regard to water. This report provides an overview of such alternatives and assesses their significance Title: Water Related Planning and Design at Energy Firms Author: Abbey, D. Year: 1980 The use of water by energy firms depends upon a number of factors subject to both planning and design. Under conditions of abundant, low-cost water supplies typical of the past, such planning and design was somewhat routine. With increasing concern and competition for water, there is now considerable interest in design and planning alternatives of energy firms in regard to water. This report provides an overview of such alternatives and assesses their significance Close

• 91. [Image] Water Supply and Demand in an Energy Supply Model

  	This report describes a tool for water and energy-related policy analysis, the development of a water supply and demand sector in a linear programming model of energy supply in the United States. The model ...
  	Citation × Citation Citation Abstract Copy Title: Water Supply and Demand in an Energy Supply Model Author: Abbey, D. Year: 1980 This report describes a tool for water and energy-related policy analysis, the development of a water supply and demand sector in a linear programming model of energy supply in the United States. The model allows adjustments in the input mix and plant siting in response to water scarcity Title: Water Supply and Demand in an Energy Supply Model Author: Abbey, D. Year: 1980 This report describes a tool for water and energy-related policy analysis, the development of a water supply and demand sector in a linear programming model of energy supply in the United States. The model allows adjustments in the input mix and plant siting in response to water scarcity Close

• 92. [Image] Institutional Barriers To Geothermal Energy Development: Third Report of The Institutional Barrier Panel to the Interagency Geothermal Coordinating Council

  	Since the last report of the Institutional Barrier Panel (December 21, 1976), the federal energy establishment has been reorganized and a National Energy Plan proposed there has been some progress toward ...
  	Citation × Citation Citation Abstract Copy Title: Institutional Barriers To Geothermal Energy Development: Third Report of The Institutional Barrier Panel to the Interagency Geothermal Coordinating Council Author: Stephens, R. C. Year: 1978 Since the last report of the Institutional Barrier Panel (December 21, 1976), the federal energy establishment has been reorganized and a National Energy Plan proposed there has been some progress toward resolution of the major institutional impediments with which the panel has concerned itself, but little in the way of final resolution, as can be seen from the discussion in this report. However, in the two most severe problem areas, Federal Tax Policy and Federal Leasing and Permitting, initiatives proposed in the National Energy Plan are nearing implementation Title: Institutional Barriers To Geothermal Energy Development: Third Report of The Institutional Barrier Panel to the Interagency Geothermal Coordinating Council Author: Stephens, R. C. Year: 1978 Since the last report of the Institutional Barrier Panel (December 21, 1976), the federal energy establishment has been reorganized and a National Energy Plan proposed there has been some progress toward resolution of the major institutional impediments with which the panel has concerned itself, but little in the way of final resolution, as can be seen from the discussion in this report. However, in the two most severe problem areas, Federal Tax Policy and Federal Leasing and Permitting, initiatives proposed in the National Energy Plan are nearing implementation Close

• 93. [Image] Wild Wines: Produced in Oregon's Applegate Valley with Wildcrafted and Organic Ingredients (wine club)

  	Wild Wines features locally sourced, hand crafted wines made from wild grown and ethically harvested berries, fruit and herbs. Winemaker Carla David first began making wines for commercial sale in 2007 ...
  	Citation × Citation Citation Abstract Copy Title: Wild Wines: Produced in Oregon's Applegate Valley with Wildcrafted and Organic Ingredients (wine club) Author: Wild Wines (Or.), Carla David Year: 2014 Wild Wines features locally sourced, hand crafted wines made from wild grown and ethically harvested berries, fruit and herbs. Winemaker Carla David first began making wines for commercial sale in 2007 and now has a 1000 bottle capacity winery. (Sep. 2014) Title: Wild Wines: Produced in Oregon's Applegate Valley with Wildcrafted and Organic Ingredients (wine club) Author: Wild Wines (Or.), Carla David Year: 2014 Wild Wines features locally sourced, hand crafted wines made from wild grown and ethically harvested berries, fruit and herbs. Winemaker Carla David first began making wines for commercial sale in 2007 and now has a 1000 bottle capacity winery. (Sep. 2014) Close

• 94. [Image] Wild Wines tasting room

  	Wild Wines tasting room and winery on Little Applegate Road.
  	Citation × Citation Citation Abstract Copy Title: Wild Wines tasting room Author: Wild Wines (Or.), Maureen Battistella Year: 2014 Wild Wines tasting room and winery on Little Applegate Road. Title: Wild Wines tasting room Author: Wild Wines (Or.), Maureen Battistella Year: 2014 Wild Wines tasting room and winery on Little Applegate Road. Close

• 95. [Image] Carla David, Wild Wines, owner and winemaker

  	Wild Wines owner and winemaker Carla David in the winery.
  	Citation × Citation Citation Abstract Copy Title: Carla David, Wild Wines, owner and winemaker Author: Wild Wines (Or.), Maureen Battistella Year: 2014 Wild Wines owner and winemaker Carla David in the winery. Title: Carla David, Wild Wines, owner and winemaker Author: Wild Wines (Or.), Maureen Battistella Year: 2014 Wild Wines owner and winemaker Carla David in the winery. Close

• 96. [Image] Wild Wines Blackberry Wine

  	1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only
  	Citation × Citation Citation Abstract Copy Title: Wild Wines Blackberry Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Title: Wild Wines Blackberry Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Close

• 97. [Image] Wild Wines Dandelion Wine

  	1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only
  	Citation × Citation Citation Abstract Copy Title: Wild Wines Dandelion Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Title: Wild Wines Dandelion Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Close

• 98. [Image] Wild Wines Elder Flower Wine

  	1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only
  	Citation × Citation Citation Abstract Copy Title: Wild Wines Elder Flower Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Title: Wild Wines Elder Flower Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Close

• 99. [Image] Wild Wines Elderberry Wine

  	1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only
  	Citation × Citation Citation Abstract Copy Title: Wild Wines Elderberry Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Title: Wild Wines Elderberry Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Close

• 100. [Image] Wild Wines Ginger Wine

  	1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only
  	Citation × Citation Citation Abstract Copy Title: Wild Wines Ginger Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Title: Wild Wines Ginger Wine Author: Wild Wines (Or.), Carla David 1% of profits donated to environmental protection; Produced & bottled by Wild Wines LLC, Jacksonville, OR; For Sale in Oregon Only Close